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29239-Z
FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30645 Date: 12/20/04 THIS CERTIFIES that the building NEW DWELLING Location of Property: 240 BRIAR LA SOUTHOLD (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 81 Block 1 Lot 16.8 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MARCH 4, 2003 pursuant to which Building Permit No. 29237-Z dated MARCH 24, 2003 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 COVERED SLATE PORCH AREAS & SLATE PATIO AS APPLIED FOR & AS PER ENGINEER'S CERTIFICATIONS. The certificate is issued to RONALD E. & KRIS HERMANCE (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF BEALTH APPROVAL R10-02-0129 10/07/04 ELECTRICAL CERTIFICATE NO. 1148901 09/21/04 PLUMBERS CERTIFICATION DATED 10/27/04 PECONIC PLUMB.&HEATING e 01 i Authorized Sig ature Rev. 1/81 FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30646 Date: 12/20/04 THIS CERTIFIES that the building INGROUND SWIMMING POOL Location of Property: 240 BRIAR LA SOUTHOLD (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 81 Block 1 Lot 16.8 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MARCH 4, 2003 pursuant to which Building Permit No. 29237-Z dated MARCH 24, 2003 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 RAISED SLATE PATIO AROUND AS APPLIED FOR, & AS PER CERTIFICATION OF JAMES DEERKOSKI, P.E. DATED 11/30/04 The certificate is issued to RONALD E. & KRIS HERMANCE (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 2020456 09/21/04 PLUMBERS CERTIFICATION DATED N/A A thorized Orignature Rev. 1/81 FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30647 Date: 12/20/04 THIS CERTIFIES that the building ACCESSORY Location of Property: 240 BRIAR LA SOUTHOLD (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 81 Block 1 Lot 16.8 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MARCH 4, 2003 pursuant to which Building Permit No. 29239-Z dated MARCH 24, 2003 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 NON-HABITABLE POOL HOUSE WITH GARAGE UNDER AS APPLIED FOR, & AS PER ENGINEER'S CERTIFICATIONS. The certificate is issued to RONALD E. & KRIS HERMANCE (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-02-0129 10/07/04 ELECTRICAL CERTIFICATE NO. 1148901 09/21/04 PLUMBERS CERTIFICATION DATED 10/27/04 PECONIC PLUMB.&HEATING OF A horized S gnature Rev. 1/81 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. 29237 Z Date MARCH 24 , 2003 Permission is hereby granted to: J SINNING (HERMANCE) 240 BRIAR LANE SOUTHOLD,NY 11971 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ATTACHED DECKING AND INGROUND SWIMMING POOL AS APPLIED FOR at premises located at 240 BRIAR LA SOUTHOLD County Tax Map No. 473889 Section 081 Block 0001 Lot No. 016 . 008 pursuant to application dated MARCH 4 , 2003 and approved by the Building Inspector to expire on SEPTEMBER 24 , 2004 . Fee $ 2 , 439 . 60 Authorized Signature ORIGINAL Rev. 5/8/02 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. 29239 Z Date MARCH 24, 2003 Permission is hereby granted to: J SINNING (HERMANCE) 240 BRIAR LA SOUTHOLD,NY 11971 for CONSTRUCTION OF AN ACCESSORY GARAGE & POOL HOUSE IN THE REQUIRED YARD AS APPLIEDFOR at premises located at 240 BRIAR LA SOUTHOLD County Tax Map No. 473889 Section 081 Block 0001 Lot No. 016 . 008 pursuant to application dated MARCH 4 , 2003 and approved by the Building Inspector to expire on SEPTEMBER 24 , 2004 . Fee $ 333 . 00 Authorized Signature ORIGINAL Rev. 5/8/02 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter OR ink and submitted to the building inspector with the following: 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 12 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. 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 a 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. 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 Buildine - $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 / IJawJ-� Date . . . :x.11 U 11:C;h;L�{�. . At. .�00�... . . . . . . . . w Construction. . . . . . . . . .r.� �Old Or Pre-existing Building. . . r. . . . . . cation of Property. . . . . .?: f. . . . . . ./. �:� r: . . !�?.: . . . . . . .�1 S�!-:!:.'0.l . . . . . . . . . . . . . . . . . . House No. rr Street �. . Hamlet vier or Owners of Property.. . . . . / UY!l,C�_�.�.�J. . : . HeI.I:Y1C;!t-,C' : .;. ! . . . . . . . . . . . . . . . .. . . . . . lnty Tax Map No 1000, Section. . . . j . . . . . . .Block. . . . . 1. . . . . . . . . .Lot. . . �� : O �.. . . . . . . . . . ,division. . . . . . . . . . . . . . . . . . . . . . . . . . . . .Filed Map. , . . . . . . . . . .Lot. . . . . . . . . . . . ,29J3r7 i . . . . . . .. . . .-mit NoS . . . . . . . . . . . . .Date Of Permitf. . . . �Z 1v3. .Applicant.J !ah."). ! . 14:u-! I&/:1.nc._ _lth Dept. Approval. . . . . . .Y . . . . . . . . . . . . . . . . .Underwriters Approval. . . . . .. . . . . . . . . . . . -nning Board Approval. . . . . . . . . . . . . . . . . . . . . . . . V west for: Temporary Certif"cate. . . . . . . . . . . Final Certicate. . . . . . . . . . . - Submitted: $. . . . .. . . . . . . . . . . . 4 . . . . . . . . . . w` L:: .�.'. . . . . . . . . . . . . . . . . . . . . . . . . APPLICANT C0 -Z30Gys Form No. 6 _ TOWN OF SOUTHOLD ' BUILDING DEPARTMENT TOWN HALL 8 2004 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter OR ink and submitted to the building inspector with the following: 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. For existing buildings (prior to April 9, 1957) non-conforming uses, or 'buildings and. it 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 a 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. 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 Buildina - $100.00 3. Copy of Certificate of Occupancy - -25c, 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential x($15.00,, Commercial $15.00 fou-p— Date . . . /V q t1;C;L'.`�:{�. . .ORI. .��70 y . . . . . . . . . a Construction. . . . . . . . . . �O/ld Or Pr existing Building. . . . . . . . . . nation of Property. . . . ..P::7.Q. . . . . rt �. . . !�k. . . . . . . .ro �..�. . . . . . . . . . . . . . . . . . . House No. Street Hamlet aer or Owners of Property.. . . . . .�. . .. . . ... . /:—:7-. _ �.e.l;i;Y1C a . . ..•. . . . . . . . . . . . . . . . . . . . . . . . . . . 06) inty Tax Map No 1000, Section. . . . f . . . . . . .Block. . . . . I. . . . . . . . . .Lot. . . `�. .. . . .. . . . . . . . . . )division. . . . . . . . . . . . . . . . . . . . . . . . . . . .Filed Map. . . . . . . . . . . .Lot. . . . .. . . . . . . . . . . . . . . . . .243 rl -& e__ _ :mit No-.72. . !": . . . .Date Of .Permit,'. .. .31?Vhv3. .Applicant. � !�. Y:::r.'o::�! .•.`4�.0: kCeT 1 nc_ filth Dept. Approval. . . . . . . z. . . . . . . . . . . . . . .Underwriters Approval. . . . . . . . . . . . . . . . . inning Board Approval. . . . . . . . . . . . . . . . . . . . . . . . / juest for: Temporary Cert if'cate. . . . . . . . . . . Final Certicate. . . . . . . . . . . e Submitted: $. . . . . . . .�':`: . . : 4 . . . . . . . . . . .J•V: .G:: .. .. .'. . . . . . .. . . . . . . . . . . . . . . . . . �S a APPLICANT Co - 30 Y� norm No. b _ TOWN OF SOUTHOLD 4 ' BUILDING DEPARTMENT ' w 8 2004 TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter OR ink and submitted to the building inspector with the following: 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 12 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. 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 a 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. 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 Buildina - $100.00 3. Copy of Certificate of Occupancy - .25e, 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 z�►r,�� Date . . . �Ut1;C;�.'.`�a�. . . l. .�Ov�.. . . . . . . . . a Construction. . . .,:, Old Or Pre-existing Building. . . (�. . . . . . nation of Property. . . . ..d::7.Q. . . . . . (n( ( . . .�!�. . . . . . .45�L,.L 0.1�. . . . . . . . . . . .. . . . . . . . . House No. p Street Hamlet aer or Owners of Property. . . . . . !... . . . .�.... . . . IT. .. ... !t... ... . . . . .. . . . . inty Tax Map No 1000, Section. . . . f . . . . . . .Block. . . . . '. . . . . . . . . .Lot. . . l. . . . . . . . . . . . . . . )division. . . . . . . . . . . . . . . . . . . . . . . . . . . .Filed Map. . . . . . . . . . . .Lot. . . . . . . . . . . . . . . . . . . . . . :mit NoS:'��t 3.�l . . . . .Date Of Permit. . . . ?y��3. .App11cant. filth Dept. Approval. . . . . . . . . . . . . . . . . . . . . .Underwriters Approval. . . . . .. . . . . . . . . . . . . . . . . . . inning Board Approval. . . . . . . . . . . . . . . . . . . . . . . . {uest for: Temporary Cert if"tate. . . . . . . . . . . Final Certicate. . . . . . . . . . . vJ s Submitted: $. . . . . . . . �r•� . .02- . . . . . . :4 . . . . . . . . . . ti=J•v:t�.�:: .' . . . . . . . . . . . �s6 0 APPLICANT JAMES J. DEERKOSKI, P.E. U 2004 260 Deer Drive Mattituck, N.Y. 11952 - (631) 298-7116 To: Town of Southold Re: Pool Cover Certification Hermance Paradise Point.Road Southold, NY 11791 Permit#29239z To Whom It May Concern: This letter certifies that the Safe-T Pool Cover that was installed on the above mentioned property is a lockable pool cover that is safe to walk across without falling in and is safe to all animals. This cover meets all State and Local codes. Any questions please feel free to call. Sincerely A Jame3,J. D ski P.E. o`A�F�o�,�ooG s� Ca to : Town Hall,53095 Main Road Q Fax(631)765-9502 P.O.Box 1179 'y�O• �ap�� Telephone(631)765-1802 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. c2 9 Q 3 1 Owner: "kX)p.-\- �A cr m cup ex, (please print) Plumber: CCOv) t e, ��(•�r�-,b i�'►s �Q"l't t-��i h (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. lumbers e Sworn to before me this day of 2004 Notary Public, �� County mYa L LWR Notary P�tic,Stye of New`ork No.01106070081 iw ► 0 Town Hall,53095 Main Roadp .iC Fax(631)765-9502 P.O.Box 1179 • �� Telephone(631)765-1802 Southold,New York 11971-0959 ��'� BUILDING DEPARTMENT TOWN OF SOUTHOLD 20 ^ � CERTIFICATION Date: Building Permit No. oC 9 a 3 Owner: 1Rbn a l L ke-cmck ►`XCA--) (please print) Plumber: pe-r—Ov1 ie 21 L i-:1" � - (please print) w C3 4r I certify that the solder used in the water supply system contains less than 2/10 of 1% lead- ers e Sworn to before me this day of 200 Notary Public, _ County vlao L.LOPER 11o1m►Ib.oil0607 oD81 r York ou~in coo Commission Ex�es 1 �to o 5 BY THI& CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK 136ARD OF FIRE UNDERWRITERS 5 5 5 S BUREAU OF ELECTRICITY 5 5 40 FULTON STREET — NEW YORK, NY 10038 S 5 CERTIFIES THAT 5 S S 5 Upon the application of upon premises owned by 5 SS SG &S ELECTRICAL CONTR. RONALD HERMANCE 5 P.O. BOX 215 240 BRIAR LANE c5 5 SOUTHOLD, NY 11971, SOUTHOLD, NY 11971 S 5 5 Located at 240 BRIAR LANE SOUTHOLD, NY 11971 5 5 S Application Number: 1148901 Certificate Number: 1148901 S 5 Section: 81 Block: 01 Lot: 16 8 Building Permit: BDC: c 5 NS11 5 S Described as a Residential occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: 5 SBasement,First Floor,Second Floor,Detached Garage,Outside,Attic, 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed rj herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 authority having jurisdiction, and found to be in compliance therewith on the 21st Day of September,2004. 5 5 Name OTY Rate Ratin¢ Circuit Tyne 5 5 Alarm and Emergency Equipment 5 Sensor 4 0 Carbon Monoxide 5 5 Appliances and Accessories 5 SDish Washer 2 0 1.2 KW 5 rj Oven 2 0 40 Amps S 5 Water Heater 1 0 4.5 KW Cj Exhaust Fan 4 0 F.H.P. I Hydro Massage Tub,Residential 1 0 C 5 Furnace 1 0 Oil 57 Furnace 1 0 Gas C5� Panels 1 100 10 1 100 4 S 5 5 Wiring and Devices 5 Outlet 118 0 Fixture s Fixture 118 0 Incandescent 5 Outlet 176 0 General Purpose seal Receptacle 90 0 General Purpose �5 Continued on Next Page 1 of 2 C 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. S S oEDa 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS S S S 5 BUREAU OF ELECTRICITY 5 5 40 FULTON STREET — NEW YORK, NY 10038 SCERTIFIES THAT 5 5 S SUpon the application of upon premises owned by 5 55 5 5 G &S ELECTRICAL CONTR. RONALD HERMANCE 5 OX 215 240 BRIAR SOUTHOLD, NY 11971 S 5 S OUTHO D, NNYY 11971 5 5 Located at 240 BRIAR LANE SOUTHOLD, NY 11971 5 5 5 5 Application Number: 1148901 Certificate Number: 1148901 S 5 5 5 Section: 81 Block: 01 Lot: 16.8 Building Permit: BDC: NS11 5 5 5 5 Described as a Residential occupancy, wherein the premises electrical system consisting of Cj Selectrical devices and wiring, described below, located in/on the premises at: S 5SS Basement,First Floor, Second Floor,Detached Garage,Outside,Attic, 5 5 5�j A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 21st Day of September,2004. S 5 Name OTY Rate Rating Circuit Type 5 5 Switch 112 0 General Purpose C, 5 Receptacle 1 0 20 amp Laundry S SCj Receptacle 2 0 30 amp Dryer 5 Dimmers 6 0 S 5 GFCI Circuit Breaker 1 0 15 amp Appliance 5 Paddle Fan 6 0 5 SReceptacle 21 0 GFCI 5 Service 5 5 1 Phase 3W Service Rating 400 Amperes S 5 Service Disconnect: 2 200 cb S SMeters: 1 5 5 5 S S S 5 seal S 5 5 5 2 of 2 5 5 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 5 5 BY THIS CERTIFICATE OF COMPLIANCE THE S S NEW YORK BOARD OF FIRE UNDERWRITERSS 5 5 5 40 FULTBON ST EETF NEwELECTRICITY 5 5 YORK, NY 10038 5 5 CERTIFIES THAT 5 5 5 5 Upon the application of upon premises owned by 5 5 5 SG &S ELECTRICAL CONTR. RONALD HERMANCE 5 BOX SOUTHOLD, NY 11971 SO LANE 5 � HOL U OLD, NY 11971 5 Located at 240 BRIAR LANE SOUTHOLD, NY 11971 5 5 5 5 Application Number: 2020456 Certificate Number: 2020456 S 5 5 5 Section: Block: Lot: Building Permit: BDC: ns11 5 5 5 5 Described as a Residential 0-599 square ft. occupancy, wherein the premises electrical system consisting of 5 5 electrical devices and wiring, described below, located in/on the premises at: 5 5 Outside,Pool/Spa, 5 S 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 Sherein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other �5 authority having jurisdiction, and found to be in compliance therewith on the 21st Day of September,2004. 5 5 Name OTY Rate Ratine Circuit Type 5 Appliances and Accessories 5 Pool/Spa Bonding 1 0 S 5 Motors 2 0 1 H.P. SFurnace 1 0 Gas 5 5 Cj Wiring and Devices 5 Fixture 2 0 Pool/Spa 5 5 GFCI Circuit Breaker 1 0 20 amp Pool/Spa 5 Receptacle 1 0 20 amp Pool/Spa 5 (Swimming Pool):This certificate covers compliance at the date of inspection only. Because of unusual environments it is advisable to have 5 Sfrequent test and/or repairs made by a qualified person. 5 5 S 5 5 5 ISM S seal 5 S 1 of 1 5 5 5 Dj This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. rj 4LaPIHqA&hM 2 200S . INC. Main Road•P.O.Box 608.Orient,NY 11957 Office(631)323-2585•FAX(631)323-2566•Evening(631)765-1988 July 18,2003 John Bertani Builder,Inc. 1380 Oakwood Drive Southold,NY 11971 Re: Hermance Residence Paradise Point, Southold Piling Certification Piling driven for Concrete Grade Beam as follows: • All piling located by surveyor as per piling plan of Samuels&Steelman dated 1/31/03. • Piles used were 10"butt,1.0 C.C.A.-C treatment,20& in length. • All piles driven by drop hammer,hammer weight of 2500 lbs. Total drop 22 vertical feet in enclosed lead. • Piles driven individually to grade beam elevation;total 20 ft. length. • Two(2)piles driven to refusal;one for fireplace footing beam,one for pier. These were cut off to grade—16 inches/20 inches. • Piles on west grade beam driven to step grade for grade beam elevation. All piling were driven on May 29,30,June 2, 3,4,2003. Respectfully submitted, of NEW Y `� y'�P�r10.HOC, 0� C.Terry Latham * * President r CTL:mgl � , 077 435 6 d I-IC4 Marine Construction•Dredging•Precast Cesspools•Gravel•Fill•Topsoil•Excavating and Land Development JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck, N.Y. 11952 (631) 298-7116 To: Town of Southold Re: Pool Cover Certification Hermance Paradise Point Road Southold, NY 11791 Permit #29239z To Whom It May Concern: This letter certifies that the Safe-T Pool Cover that was installed on the above mentioned property is an automatic lockable pool cover that is safe to walk across without falling in and is safe to all animals. This cover is in compliance with ASTM F1346, and all State and Local codes. Any questions please feel free to call. r Sincerely 4 fiR J es ,,Deerkoski P.E. t ^�. P, WARREN A.SAMBACH,SR. 220 CONSULTING ENGINEERS• PLANNERS KMr Warren A.Sambach,SR PO Box 791 East Marion NY 11939 December 1 2004 Building Deparment Town Hall 58095 Main Road Southold, NY 11971 Re: J, Seninng 24o Briar Lane Southold, NY 1197 SCTM1000-81-01-16. 8 To whom it may concrn: 'lbse.rvation of the installed poured concrete grade beams conforms to approved plans Building Department and the New York State building Code. Sinceraly, Warren Sambach, P.e. was; s OF NEW O A. SA, File No: 5903 LARREN A.SAMBACH,SR. CONSULTING ENGINEERS•PLANNERS 7675 COX LANE • P.O.BOX 1033 CUTCHOGUE,NY 11935 ` 6 31- jfiisj,734-7492 July 14 2003 Building Department Torn of Southold Town Hall 53095 Main Road Southold NY 11971- Re: 1971Re: J. Shinning (Hermance) 240 Briar Lane Southold NY 11971 SCTM: 473829-081-0001-016 .008 Permit #292372 To Whom it May Concern: Observation of the installation of waterproofing for a new single family residence at the above location conforms to the New York State Building Code. Sincerely, T",, Q� Warren A. Sambach Sr. P.E. was:s cc: Owner �d� File No: 5903 WARREN A.SAMBACH,SR. CONSULTING ENGINEERS•PLANNERS 1 ' f 7675 COX LANE • P.O.BOX 1033 CUTCHOGUE,NY 11935 6 31- (-M:M 734-7492 i ._.. July 10, 2003 Building Department Town of Southold Town Hall 53095 Main Road. Southold NY 11971 Re: J. Shinning (Harmance) 240 Briar Lane Southold NY 11971 SCtm: 473889-081-0001-016 .008 Permit #292392 To Whom it May Concern: Observation of the installation of the waterproofing on the foundation wall of the Accessory Garage was made on July 9, 2003 by the writer. Sincerely, Warren A. Sambach Sr. P.E. was: s cc: Owner Y File No: 5903 WARREN A.SAMBACH,SR. CONSULTING ENGINEERS•PLANNERS 7675 COX LANE • P.O.BOX 1033 CUTCHOGUE,NY 11935 6 31- f5jh{734-7492 M�7 C1 i t A July 8 2003 Building Department Town of Southold Town Hall 53095 Main Road Southold NY 11971 Re: J. Shinning (Hermance) 240 Briar Lane Southold NY 11971 SCTM: 473889-081-0001-016 . 008 Permit #292372 To Whom it May Concern: Observation of the installation of reinforcing steel (re-bar) in the footing for a new single family dwelling with attached decking at the above location conforms to design plans as approved. Sincerely, Warren. A. Sambach -Sr. P:E. Was: s cc': Owner File No: 5903A WARREN A.SAMBACH,SR. CONSULTING ENGINEERS•PLANNERS 7675 COX LANE • P.O.BOX 1033 CUTCHOGUE,NY 11935 6 3 1- 734-7492 f l 5 July 8 2003 Building Department Town of Southold Town Hall 53095 Main Road Southold NY 11971 Re: J. Shinning (Hermance) 240 Briar Lane Southold NY 11971 SCTM: 473889-081-0001-016 .008 Permit #292392 To Whom it May Concern: Observation of the installation of reinforcing steel (re-bar) in the footing for a accessory garage at the above location conforms to design plans as approved. Sincerely, Y(, a A. Warren A. Sambach Sr. P.E. was:s cc: Owner -------------------=----------------------------------------------------------------------------------- rP 2 X12 3 7 LATHAM SAND & GRAVEL, INC. Main Road•P.O. Box 608 •Orient,NY 11957 Office(63 1)323-2585 •FAX(631)323-2566•Evening(631)765-1988 July 18, 2003 John Bertani Builder. Inc. 1380 Oakwood Drive Southold,NY 11971 " '`rJ ?Ono, Re: Hermance Residence Paradise Point, Southold Piling Certification Piling driven for Concrete Grade Beam as follows: • All piling located by surveyor as per piling plan of Samuels& Steelman dated 1/31/03. • Piles used were 10"butt, 1.0 C.C.A.-C treatment, 20 ft. in length. • All piles driven by drop hammer,hammer weight of 2500 lbs. Total drop 22 vertical feet in enclosed lead. • Piles driven individually to grade beam elevation;total 20 ft. length. • Two (2) piles driven to refusal; one for fireplace footing beam, one for pier. These were cut off to grade— 16 inches/20 inches. • Piles on west grade beam driven to step grade for grade beam elevation. All piling were driven on May 29, 30, June 2, 3, 4,2003. Respectfully submitted, � r C, ►�i t C. Terry Latham President CTL:mgl Marine Construction•Dredging•Precast Cesspools•Gravel•Fill 9 Topsoil•Excavating and Land Development NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION DEC PERMIT NUMBER EFFECTIVE DATE 1-4738-02889/00061 December 30,2002 FACILITY/PROGRAM NUMBER(S) OPERMIT EXPIRATION DATE(S) Under the Environmental December 30, 2007 Conservation Law TYPE OF PERMIT■ New ❑Renewal ❑Modification❑Permit to Construct ❑ Permit to Operate ❑ Article 15,Title 5: Protection of Waters ❑ Article 17,Titles 7,8:SPDES ❑ Article 27,Title 9; 6NYCRR 373: Hazardous Waste Management ❑ Article 15,Title 15:Water Supply ❑ Article 19:Air Pollution Control ❑ Article 34: Coastal Erosion ❑ Article 15,Title 15:Water Transport ❑ Article 23,Title 27: Mined Land Management Reclamation ❑ Article 15,Title 15: Long Island Wells ❑ Article 36: Floodplain Management ❑ Article 24: Freshwater Wetlands ❑ Article 15,Title 27: Wild, Scenic and ❑ Articles 1, 3, 17, 19, 27, 37; 6NYCRR Recreational Rivers ■ Article 25:Tidal Wetlands 380: Radiation Control ❑ 6NYCRR 608:Water Quality Certifica- ❑ Article 27,Title 7; 6NYCRR 360: tion Solid Waste Management PERMIT ISSUED TO TELEPHONE NUMBER Ronald Hermance 201 444-6992 ADDRESS OF PERMITTEE 327 McKinley Place, Ridgewood, NJ 07450 CONTACT PERSON FOR PERMITTED WORK TELEPHONE NUMBER Catherine Mesiano, 12 Mill Pond Lane, East Moriches, NY 11940-1222 631 878-8951 NAME AND ADDRESS OF PROJECT/FACILITY Hermance property, Briar Lane & Robinson Road, Southold COUNTY TOWN WATERCOURSE NYTM COORDINATES Suffolk Southold DESCRIPTION OF AUTHORIZED ACTIVITY: Construct two story single family dwelling, a 12' x 24' swimming pool, 20' x 35' pool house with underground garage, stone paved terraces and pathways, a septic system and place 450 cu. yds. of clean fill. Install a 4' x 28' catwalk, 4' x 12' ramp and a 6' x 20' float. All work must be done in accordance with the attached survey prepared by Joseph Ingegno 12/11/00 last revised 10/18/02 and stamped NYSDEC approved on 12/30/02. By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, the General Conditions specified (see page 2& 3)and any Special Conditions included as part of this permit. PERMIT ADMINISTRATOR: ADDRESS Roger Evans MEP Region 1 Headquarters, Bldg. #40, SUNY, Stony Brook, NY 11790-2356 AUTHORIZED SIGNATURI= DATE Page 1 of 4 December 31, 2002 a New State Department of Environmental Conservation Division of Environmental Permits Building 40 - SUNY, Stony Brook, NY 11790-2356 Telephone (631) 444-0365 Ah Facsimile (631) 444-0360 Erin M. Crotty Commissioner December 31, 2002 Mr. Ronald Hermance 327 McKinley Place Ridgewood, NJ 07450 RE: 1-4738-02889/00001 Dear Permittee: In conformance with the requirements of the State Uniform Procedures Act (Article 70, ECL) and its implementing regulations (6NYCRR, Part 621) we are enclosing your permit. Please read all conditions carefully. If you are unable to comply with any conditions, please contact us at the above address. Also enclosed is a permit sign which is to be conspicuously posted at the project site and protected from the weather. Sincerely, Marily E. Peterson Y Environmental Analyst MEP/ls Enclosure NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives,employees,and agents("DEC")for all claims, suits, actions, and damages, to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with,or operation and maintenance of,the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals,lands, easements and rights-of-way that may be required to carry out the activities that are authorized by this permit.. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. GENERAL CONDITIONS General Condition 1: Facility Inspection by the Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation (the Department)to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71-0301 and SAIDA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps, drawings and special conditions, must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. General Condition 2: Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. General Condition 3: Applications for Permit Renewals or Modifications The permittee must submit a separate written application to the Department for renewal, modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal, modification or transfer granted by the Department must be in writing. The permittee must submit a renewal application at least: a) 180 days before expiration of permits for State Pollutant Discharge Elimination.System(SPDES), Hazardous Waste Management Facilities (HWMF), major Air Pollution Control (APC) and Solid Waste Management Facilities (SWMF); and b) 30 days before expiration of all other permit types. Submission of applications for permit renewal or modification are to be submitted to: NYSDEC Regional Permit Administrator, Region 1, SUNY Bldg#40, Stony Brook NY 11790-2356 General Condition 4: Permit Modifications,Suspensions and Revocations by the Department The Department reserves the right to modify, suspend or revoke this permit in accordance with 6 NYCRR Part 621. The grounds for modification,suspension or revocation include: a) materially false or inaccurate statements in the permit application or supporting papers; b) failure by the permittee to comply with any terms or conditions of the permit; c) exceeding the scope of the project as described in the permit application; d) newly discovered material information or a material change in environmental conditions,relevant technology or applicable law or regulations since the issuance of the existing permit; e) noncompliance with previously issued permit conditions,orders of the commissioner,any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. DEC PERMIT NUMBER PAGE 2 OF 4 1-4738-02889/00001 • NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION ADDITIONAL GENERAL CONDITIONS FOR ARTICLES 15 (TITLE 5), 24,25, 34 AND 6NYCRR PART 608 ( TIDAL WETLANDS) 1. If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State, the owner may be ordered by the Department to remove oralter the structural work,obstructions,orhazards caused thereby without expense to the State, and if, upon the expiration or revocation of this permit, the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed, the owners, shall,without expense to the State,and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 2. The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. 3. Granting of this permit does not relieve the applicant of the responsibility of obtaining any other permission, consent or approval from the U.S.Army Corps of Engineers, U.S.Coast Guard, New York State Office of General Services or local government which may be required. 4. All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings, paints, concrete, leachate or any other environmentally deleterious materials associated with the project. 5. Any material dredged in the conduct of the work herein permitted shall be removed evenly,without leaving large refuse piles, ridges across the bed of a waterway or floodplain or deep holes that may have a tendency to cause damage to navigable channels or to the banks of a waterway. 6. There shall be no unreasonable interference with navigation by the work herein authorized. 7. if upon the expiration or revocation of this permit, the project hereby authorized has not been completed, the applicant shall,without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. 8. If granted under 6NYCRR Part 608,the NYS Department of Environmental Conservation hereby certifies that the subject project will not contravene effluent limitations or other limitations or standards under Sections 301, 302, 303, 306 and 307 of the Clean Water Act of 1977(PL 95-217)provided that all of the conditions listed herein are met. 9. At least 48 hours prior to commencement of the project,the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project, the bottom portion of the form must also be signed and returned, along with photographs of the completed work and, if required, a survey. 10. All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or his agent as part of the permit application. Such approved survey was orepared by Joseph In4egno 12/11/00 last revised 10/18/02 and cross section by Robert Fox stamped NYSDEC approved 12/30/02. DEC PERMIT NUMBER PAGE 3 OF 4 1-4738-02289/00001 a NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION SPECIAL CONDITIONS 1. Any debris or excess material from construction of this project shall be completely removed from the adjacent area (upland) and removed to an approved upland area for disposal. No debris is permitted in tidal wetlands and or protected buffer areas. 2. There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activity. 3. All fill shall consist of"clean"sand, gravel, or soil (not asphalt, flyash, broken concrete or demolition debris). 4. Dock or timber catwalk shall not exceed 4 feet in width and shall be a minimum of 3'/Z feet above grade*over tidal wetland areas (*as measured from ground to bottom of dock sheathing). 5. The use of wood treated with pentachlorophenol in the construction of structures that will be in contact with tidal waters is strictly prohibited. 6. Dry wells for pool filter backwash shall be located a minimum of 75 feet landward of the tidal wetland boundary. 7. There shall be no draining of swimming pool water directly or indirectly into tidal wetlands or protected buffer areas. 8. Driveways and parking areas shall be constructed of pervious material.\ 9. Sanitary system (bottom of tank and leaching pools) shall be located a minimum of 2' above seasonal high groundwater. DEC PERMIT NUMBER PAGE 4 Of 4 1-4738-02889/00001 Appl(cant: J. Dempsey ViewProposea: Dock - Float Sltuate:Parid(se Point Town: Southold qJ Suffolk County S 5GALE I"= 50' Purpose: Private Mooring _ Datum: L.W. -0.3 Tide Range: 2'+/- -L& -2.1 " -4.0 3.2 -3.1 -0.5 'fl -4.g -4.6 c i !4 1 1 I V I -3.,° Y I -I.5 A a -4.5 -4.5 -4.1 -4.b -3.5 -4.1 -3.3 -2.1 -31 -5.0 -5.0 ------------------'-3 -3., -1.4 _- - - - --- -- - --, -1.6 -4.5 Key Map -4.5 0\ -4.-1.1 -4., -5.1 -4.6 Pro o5ed Fixed -2.03.9 Walk, Romp $ Float ` Walk (28' x 49 ` min. 4' above erode Ramp (4' x f2') `� rQ Float (b' x 20') o o o -5.2 c`Q0 q O� `` -5.5 Briar Lane (1`y 0C -I.s cc F'0 ':CD 6 i Adjoining Owners: Sr-T# 1000-bI-1-16.11 SGT# 1000-b1-IB y,pi ,;iR -5.2 Paradise Point Assoc. Edward J. Boyd Robinson Road Cedar Beach Road ' `' OF ` 1 -4.3 4.a Southold, NY 11911 Southold, NY 11911 - �/ �y3.0 PERIMIT X -11 DATE a -5.5 r % e� 9�1 -4 H ` .G G -4.1 -2.9 Proposed Walk, Ramp 4 Float -13 walk (4' x 2b') grQh7 ` min. 4' above grade Ar 2- 6 f 10 20' \ exl5trng Pioot lodge "" v HW existin twlkhead O Wetlands - -LW b" dia. GGA piles -2 BQsin 1 Q Typical iJ Ws r�ey a 10 14501 5 ~QQ- afp O RANGE 20 40 T PREPARED BY: SEA LEVEL MAPPING 6 EA5T MAIN STREET THESE DRAWIN65 WERE DEVELOPED RIVERHEAD,NY IIgo1 FROM FIELD SURVEYS OF 10-14-0I PHONE 631-12,-3,5, ROBERT H. FOX, NYS Lir,# 5019, Sheet I Of I REF.\\Hp clammer\d\sIm\Demp5ey2pro Albert J. Krupski, President Town Hall Jxes King,Vice-President �OSVFF���'C 53095 Route 25 Artie Foster �� �G P.O.Box 1179 Ken Poliwoda O y� Southold, New York 11971-0959 Peggy A.Dickerson W Telephone(631) 765-1892 Fax(631) 765-1366 y�ol � dap! BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD May 23. 2002 Mr. Tom Samuels' Samuels & Steelman Architect 25235 Main Road Cutchogue,NY 11035 RE: SCTM#81-1-16.8 240 Briar Lane Southold, NY Dear Mr.Samuels: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, May 22, 2002. RESOLVED, that the Southold Town Board of Trustees Approve an Amendment to Permit #5321 for a house(55x60)pool (24x18) and garage/pool house (2005)—based upon the. inspection of Town Code Enforcement prior to construction for a hay bale line—also drywells and gutters to retain roof run-off from all structures—that there be drywells for the pool backwash Approved the request for a Transfer of Permit#5321 dated November 16, 2001 from John Dempsey to Ronald& Kris Hermance If you have any questions, please call our office at 765-1892. mcerely, , f� Albert J. Krupski, Jr. President, Board of Trustees AJK:cjc Building Department Town Code Enforcement Albert J. Krupski, President SVFFOt/r Town Hall James King,Vice-President ��0 C'� 53095 Route 25 Henry Smith P.O.Box 1179 Artie Foster c Southold, New York 11971-0959 Ken Poliwoda co Z O Telephone(631) 765-1892 'y Fax (631) 765-1366 dol � Sao BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD November 16, 2001 Ms. Catherine Mesiano Catherine Mesiano, Inc. 12 Mill Pond Lane East Moriches, NY 11940 RE: JOHN DEMPSEY 240 Briar Lane, Southold SCTM#81-1-16.8 Dear Ms. Mesiano: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, April 25, 2001 regarding the above matter: WHEREAS, Catherine Mesiano, Inc. on behalf of JOHN DEMPSEY applied to the Southold Town Trustees for a permit under the provisions of the Wetland Ordinance of the Town of Southold, application dated April 5, 2001, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council for their findings and recommendations, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on April 25, 2001, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the structure complies with the standards set forth in Chapter 97 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, Board Of Southold Town Trustees SOUTHOLD, NEW YORK Nov 16, 20 PERMIT No. ... .3 �.._..:. DATE: ............. _ 01 ..... ............. y JOHN DEMPSEY �= ISSUED TO .................................................................................................................................... .} Pursuant to the -provisions of Chapter 615 of the Laws of the State of New York, 1893; and Chapter 404 of the Laws of the State of New York 1952; and the Southold Town Ordinance en- titled ."REGULATING AND THE PLACING OF OBSTRUCTIONS IN AND ON TOWN WATERS AND PUBLIC LANDS and the REMOVAL OF SAND, GRAVEL-OR OTHER MATERIALS FROM LANDS UNDER TOWN'WATERS;::•.': and in accordance with the Resolution of The Board adopted at a meeting held on April 25, , . 2001, and in consideration of the sum of $.... 00_.00........ paid by <� .•, b z John Dempsey . ...............................................................................................:..................... r' Cutchogue -� of .......................................................................................... N. Y. and, subject to the < � 1 Terms and Conditions listed on the reverse side hereof, of Southold Town Trustees authorizes and permits the following : Wetland Permit to construct a 55'X55' single-family dwelling, �? on-site sewage disposal system,with public water and pervious a ` t driveway,with the condition .of a 50' non-disturbance buffer and a st4ced row of hay bales during construction,as depicted ori . all in accordance with the detailed specifications as presented in the originating application. survey dated Dec.ll, 2000 and � r last revised Oct. 26, 2001. IN WITNESS WHEREOF, The said Board of Trustees here- by causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this dafe. AV �if,`�• �� Henry Smith - Absent Trustees 1 yw .•r.• �i�.. �v.r�.+ :w. -s .ear -:.,... r� , `-� .` a �•J� � �"'k" `.� � ger.� € t'• ;�F ..-. �,..-„xs,�✓`� �,,._ °':a � aatr'.% �rm'`��•. � w. .:-aha' `t � �'.�,-�• J �''- 4, ..E Pa'.,ryx r`} a-.� � iG.',.k ! +n � _7 �:•..�:�.a�i+.�?�t t'M < •.-&''�''�r �x.^dr: � ., ..'s"m s s$�t �-,. ��-�j����:� ,�. °kk � { ^=� r ^}..�., ..y.�+3,��� vt- �..�� ��ti";a.=• : �, � ,k;. � E�,<<F �•�e,;� �},mow ,x 'cw ." � na .r.'� S✓�S'}. �,...r +c-FW�f" 3 Key •�E .i.. x cl ,, - i i-y. r,-S w?r�`v .a,, -^•^•g+ �,•:�•. r,.:1 :=ia �s - >.�i ':. .qF.ems �> .-g,Y°S�' �a :y-_ i' ,:M� -+,_' x✓s` .�„ f+. v x; 5 1 fit r � •..•.,::..,. n ;•.;� ryo. '=t,-.... `' . �- ��. .� x..i r.'°?'iy` .,3 r .y ♦ 1 .,..:! � - _ v... <)a. ,-k 'q�.e- `�'� � Kty}-S;� '�'»i�:3,.' +a' 3L ,�,i ,.Nau. 'a-, �� ''x,�G �•ti. �-.?"EZ ��"�r '`+moi' -af:� r.,.:x .'`ti� 5 .-y`s.` �y: f��zi .�1. .”<�:,: �c. §3�.:•-• -x� '�'�1�'t�j`a�!'. �"�' �.� a�t z .��*,<r, "-�.,rs--.b:� ,. �!n°5-mr•.1�....e'���.��.-x ws.,me e,��._�� ;.. •.. 'A� � e�sw*+ 3 ^, fie+•artuarr ae•=�!• ����s s. .:, ..�,' ... ..�.:._ ...:...,:-. � - _.-: -::: �::. -< s.7 k� < ..,. n.:..c 2 �••:,ej�4"at„«' � e�. r,i..h^�' E tt.^ t.. Y- .�+ v-d,,.o^'.'`'�`- _ - _ - �:k. `yT^ < �;"._.�'-i1"'•'S�.jo T'"a� .mss.- r t. �t *�t�"` � .. s •.�^. ::�- T} _ f .r�- �''� SUFFOLK COUNTY WATER AUTHORITY 624 Old Riverhead Road,Westhampton Beach, New York 11978-7407 (631)288-1034 Fax(631) 288-7937 September 4, 2002 Samuels & Steelman Architects 25235 Main Road Cutchogue, NY 11935 Re: SCT-M# 1000-81-1-16.8 - Dear Mr. Samuals: After review of your prior approval by the Suffolk County Department of Health Services,please be advised that your request has been approved for the above referenced parcel to be connected to our distribution system. Connection will be made in conjunction with the rules and regulations and not before all fees have been paid. If you require additional assistance,please feel free to contact me directly at (631) 563-5622. Truly yours, Suffolk County Water Authority John Dunn Assistant Manager Eastern Regional Office JD: ah c Albert J. Krupski, President ��. QG Town Hall James King,Vice-President =� 'f'� 53095 Route 25 Artie Foster y -'� P.O. Box 1179 Ken Poliwoda Southold, New York 11971-0959 Peggy A. Dickerson 'j'�Q aQ� Telephone(631) 765-1892 1 `1► Fax(631) 765-1366 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0012C Date 10/20/04 THIS CERTIFIES that the 6ixed dock, tramp 9 6toati,ng dock. At 240 MioA Lane, Southotd Suffolk County Tax Map# 81-1-16.8 Conforms to the application for a Trustees Permit heretofore filed in this office Dated 10/30/02pursuant to which Trustees Permit# 5673 Dated 11/20/02 Was issued, and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is 6otc a fixed dock, tramp 9 Atoati,ng dock The certificate is issued to Ronald 9 KA" Hetcmance owner of the aforesaid property. A4...e e2: ;h .. Authorized Signature oS�FFo��.� Albert J. Krupski, President ��► QG Town Hall James King,Vice-President ti� y� 53095 Route 25 Artie Foster ti •'� P.O.Box 1179 Ken Poliwoda Z Southold, New York 11971-0959 Peggy A. Dickerson O1'ifJQ �Q� Telephone(631) 765-1892 1 '�► Fax(631) 765-1366 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0011C Date 10/20/04 THIS CERTIFIES that the dweUi,ng,garage,pool houze S pool At 240 Mi,ar Lane, Southa.2d Suffolk County Tax Map # 81-1-16.8 Conforms to the application for a Trustees Permit heretofore filed in this office Dated 4/5/01 pursuant to which Trustees Permit# 5321 Dated 4/25/01 Was issued, and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is van a dweUi,ng, garage, pool hawse and paat The certificate is issued to Ronatd S Kxi s He,%mance owner of the aforesaid property. pz'-- Authorized Signature File No: 5903B WARREN A.SAMBACH,SR. CONSULTING ENGINEERS•PLANNERS 7675 COX LANE • P.O.BOX 1033 CUTCHOGUE,NY 11935 6 3 1- ")734-7492 October 2 2003 Building Department Town of Southold Town Hall 53095 Main Road Southold NY 11971 Re: J. S)iinning (Hermance) 240 Briar Lane Southold NY 11971 SCTM: 473889-081-0001-016 .008 Permit #292392 To Whom it May Concern: Site observation of the installation of strap ties, hurricane clips on the framing of the residence conforms to the approved plans and the Residential Code of the New York State. (Polorad pictures are available) Sincerely, Warren A. Sambach Sr P.-E. was:s A. 4 s�= �E File No: 5903C z WARREN A.SAMBACI SR. CONSULTING ENGINEERS•PLANNERS 7675 COX LANE • P.O.BOX 1033 CUTCHOGUE,NY 11935 6 3 1- 734-7492 November 6 2003 1 Building Department Townof Southold Town Hall 53095 Main Road Southold NY 11971 Re: J. Shinning (Hermance) 240 Briar Lane Southold NY 11971 SCTM: 473889-081-0001-016-008 Permit #292392, To Whom it May Concern: Sire observation of the installation of blac'�c cast iron (411 ) pipe for the waste line was installed in the : rou:nd below the finish concrete floor according to the New York State Building Code . Sincerely, Warren A. Sambach Sr. P.E. was:s cc: Bertani Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 02/04/03 Receipt#: 10599 Transaction(s): Subtotal 1 Septic Permit-Construct- Resid. $10.00 Check#: 10599 Total Paid: $10.00 r l Name: Samuels, &Steelman 25235 Main Rd Cutchogue, NY 11935 Clerk ID: LINDAC Internal ID:70173 LETTER OF AUTHORIZATION Ronald and Kris Hermance 327 McKinley Place Ridgewood, NJ 07450 Tel # 201 444 6992 June 24, 2002 We hereby authorize Tom Samuels of SAMUELS & STEELMAN ARCHITECTS to act as our agent in obtaining all permits required by SOUTHOLD TOWN,SUFFOLK COUNTY and NEW YORK STATE for the construction of our residence on 240 Briar Lane, Southold N.Y. L a t., /2--� jo.;)- Owner U — ate :f2 �-Iz-7 o 2— OwneO Date SUFFOLK COUNTY WATER AUTHORITY 624 Old Riverhead Road,Westhampton Beach, New York 11978-7407 (631)288-1034 Fax(631)288-7937 September 4, 2002 Samuels& Steelman Architects 25235 Main Road Cutchogue,NY 11935 Re: SCTM# 1000-81-1-16.8 Dear Mr. Samuals: After review of your prior approval by the Suffolk County Department of Health Services,please be advised that your request has been approved for the above referenced parcel to be connected to our distribution system. Connection will be made in conjunction with the rules and regulations and not before all fees have been paid. If you require additional assistance,please feel free to contact me directly at (631) 563-5622. Truly yours, Suffolk County Water Authority John Dunn Assistant Manager Eastern Regional Office JD: ah FAIRWEATHER-BROWN DESIGN ASSOCIATES,INC. P.O.Boa 521 413 Main Street Greenport,N.Y. 11944 631-477-9752 (fax)631-477-0973 March 4, 2003 Mr. Damon Rawlis Southold Town Building Dept. Southold Town Hall Main Road, Southold,N.Y. 11971 Re: Rock SCTax Map# 1000-31-4-28 Amendments to permit#Z27950 Dear Damon: As per our conversation,this letter is to certify that the insulation referenced on the plans for this project is in compliance with minimum standards for the new Energy Conservation Construction Code of New York State, and replaces insulation which does not meet the current standards. Also,the second floor bedrooms as drawn will comply with Section 8303.1 of the new Residential Code of New York State. If you have any further questions,please call me. Thank you for your help with this matter. Sincerely, Robert Brown,A.I.A. EDA q 16341 Q't' OF NEW'�O NEW YORK STATE CODE COMPLIANCE CHECKLIST EPHT/FIRE UPANCY CLASSIFICATION: 5Fb k pI AREA: - f-3 S TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE'�{ F r � Lw Fc FULL FRAMING DESIGN ELEMENTS: HEADER Y-�N WALL STUD YLN GIRDERS:(YlN CEILING JOISTS.6X4N FLOOR JOISTSCY/N ROOF RAFTERS C d LUMBER SPECIES AND GRADE(Y/N DESIGN LOAD CALCULATIONS /N SHOULD INCLUDE LIVE,DEAD,SNOW,SEISMIC AND WIND(INCLUDING UPLIFT AND EXPOSURE) WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMENTtY/N EGRESSo o 5.7 S.F., LIGHT 8/o, VENT 4/o� LOAD PATH y/N ROOF TO FOUNDATION NAILING/CONSTRUCTION SCHEDUL :,Y/N MEANS OF EGRES —Y/N u,v w) PLUMBING RISER DIAGRAM LOCATION OF FIRE PROTECTION EQUIPMEN /N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS• dN rz T TOTAL COMPLIENCE? Y/N(RETURN TO PAGE ONE) 1 , BUILDING PtRMIT EXAMINER CHECK LIST DATE REVIEWED: _/ /03 APPLICANT: DATE SUBMITTED: / /03 SCTM# DISTRICT: 1,000, SECTION: , BLOCK: , LOT: SUBDIVISION: ADDRESS: CITY: ZONING DISTRICT: CONFORMING? BUILDING PERMITS OPEN/EXPIRED: BP -Z/C/0 Z- , INFO /BP -Z/ C/0 Z- , INFO BP -Z/C/0 Z- , INFO /BP -Z/ C/0 Z- , INFO PRE CO: Y OR N BP -Z/C/o Z- , SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES: LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 711!83) REQ. LOT SIZE: ACT. LOT SIZE: REQ. LOT COV. ACT. LOT COV. REQ. FRONT PROP. FRONT REQ SIDE ACT. SIDE REQ. REAR PROP. REAR REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION: ESTIMATED PROJECT COST: ARCHITECT/ENGINEER: FAST TRACK WATER FRONT? DESCRIPTION: PANEL #: FLOOD ZONE: COMPLIANCE: APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES or NO, (BED #): DTE: / / PERMIT#: TOWN SEPTIC RECEIPT: Y or N NEW YORK STATE DEC: PRE-DEC 9/1/75 YES or NO SOUTHOLD TOWN TRUSTEES: YES or NO TOWN ZONING BOARD APPROVAL: YES or NO TOWN PLAN. BOARD APPROVAL: YES or NO TOWN HISTORICAL PRE (SPLIA): YES or NO NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2): YES or NO NOTES: FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: SF SECOND FLOOR: SF OTHER: SF INIT OTHER TOTAL TOTAL: SF FEE FEE FEE 1. ( SF)- ( SF)= SFX$ =$ +$ +$ = $ 2. ( SF)- ( SF)= SFX$ =$ +$ +$ = $ 3. ( SF)- ( SF)= SF X $ =$ +$ +$ = $ FINAL TOTAL: $ BUILDING PERMIT EXAMINER CHECK LIST DATE REVIEWED: 3 /5 /03 APPLICANTDATE SUBMITTED: SCTM# DISTRICT: 1,000, SECTION: Sl BLOCK: _�, LOT: 16�. _SUBDIVISION: ADDRESS: 2q0 2)ZW& l,o4*, CITY: 600 01QQ ZONING DISTRICT:IZZO_CONFORMING? �o BUILDING PERMITS OPEN/EXPIRED: BP -Z / C/0 Z- , INFO /BP -Z/ .. giipw BP -Z/ - /BP -Z/C/0 Z- , INFO PRE CO: Y OR N BP -Z/ C/0 Z- , SINGLE & SEPARATE CERTIFICATION-REQUIRED t4o NOTES: LOTS 40,000SF-100-24.Lot reco .(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger(A nonconforming at any time after 7/1/8 REQ. LOT Slo:�bo ACT. LOTS . LOT COV. ao X A �LOT COQ. REQ. FRONT PROP. FRONT /,REQ SIDE_ 2" ACT. SIDE REQ. REAR : PROP. REAR / REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION: Poo _ pi "^S cel f mR w i 1 ESTIMATED PROJECT COST: e /ENGINEER: �+. E� FAT RACK KTP WATER FRONT? `� DESCRIPTION: c 10a4wo PANEL #: FLOOD ZONE: , COMPLIANCE: APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: E or NO, (BED #): TE: A /2 PERMIT TOWN SEPTIC RECEIPfj)or N NEW YORK STATED C: PxE-DEc 9n/7 r NO SOUTHOLD TOWN TRUSTEES: (10 or NO TOWN ZONING BOARD APPROVAL: YES o TOWN PLAN. BOARD APPROVAL: YES or TOWN HISTORICAL PRE (SPLIA): YES o NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2): YES or NO NOTES: -d9- tGei'w Far, �'ba p ' 0 FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: SF SECOND FLOOR: SF OTHER: SF INIT OTHER TOTAL TOTAL: SF FEE FEE FEE 1. ( SF)- ( SF)= SFX $ _$ +$ +$ _ $ 2. ( SF)- (_ SF)= SFX $ _$ +$ +$ _ $ 3. ( SF)- _SF)= rSF X$-=$-+$-+$-= $ FINAL TOTAL: $ } NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION DEC PERMIT NUMBER EFFECTIVE DATE 1-4738-02889/00001 December 30,2002 FACILITY/PROGRAM NUMBER(S) OPERMIT EXPIRATION DATE(S) Under the Environmental December 30, 2007 1 11 conservation Law TYPE OF PERMIT■ New ❑Renewal ❑Modification❑Permit to Construct ❑ Permit to Operate ❑ Article 15,Title 5: Protection of Waters ❑ Article 17,Titles 7,8: SPDES ❑ Article 27,Title 9; 6NYCRR 373: ❑ Article 15,Title 15:Water Supply ❑ Article 19:Air Pollution Control Hazardous Waste Management ❑ Article 34: Coastal Erosion ❑ Article 15,Title 15:Water Transport ❑ Article 23,Title 27: Mined Land Management Reclamation ❑ Article 15,Title 15: Long Island Wells ❑ Article 36: Floodplain Management ❑ Article 24: Freshwater Wetlands ❑ Article 15,Title 27: Wild, Scenic and ❑ Articles 1, 3, 17, 19, 27, 37;6NYCRR Recreational Rivers ■ Article 25:Tidal Wetlands 380: Radiation Control ❑ 6NYCRR 608:Water Quality Certifica- ❑ Article 27,Title 7; 6NYCRR 360: tion Solid Waste Management PERMIT ISSUED TO TELEPHONE NUMBER Ronald Hermance 201 444-6992 ADDRESS OF PERMITTEE 327 McKinley Place, Ridgewood, NJ 07450 CONTACT PERSON FOR PERMITTED WORK TELEPHONE NUMBER Catherine Mesiano, 12 Mill Pond Lane, East Moriches, NY 11940-1222 631 878-8951 NAME AND ADDRESS OF PROJECT/FACILITY Hermance property, Briar Lane & Robinson Road, Southold COUNTY TOWN WATERCOURSE NYTM COORDINATES Suffolk Southold DESCRIPTION OF AUTHORIZED ACTIVITY: Construct two story single family dwelling, a 12' x 24' swimming pool, 20' x 35' pool house with underground garage, stone paved terraces and pathways, a septic system and place 450 cu. yds. of clean fill. Install a 4' x28' catwalk, 4' x 12' ramp and a 6' x 20' float. All work must be done in accordance with the attached survey prepared by Joseph Ingegno 12/11/00 last revised 10/18/02 and stamped NYSDEC approved on 12/30/02. By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, the General Conditions specified (see page 2 & 31 and any Special Conditions included as part of this permit. PERMIT ADMINISTRATOR: ADDRESS Roger Evans MEP Region 1 Headquarters, Bldg. #40, SUNY, Stony Brook, NY 11790-2356 AUTHORIZED SIGNATOR DATE Page 1 of 4 December 31, 2002 a New State Department of Environmental Conservation Division of Environmental Permits Building 40 - SUNY, Stony Brook, NY 11790-2356 Telephone (631) 444-0365 Facsimile (631) 444-0360 Erin M. Crotty Commissioner December 31, 2002 Mr. Ronald Hermance 327 McKinley Place Ridgewood, NJ 07450 RE: 1-4738-02889/00001 Dear Permittee: In conformance with the requirements of the State Uniform Procedures Act (Article 70, ECL) and its implementing regulations (6NYCRR, Part 621) we are enclosing your permit. Please read all conditions carefully. If you are unable to comply with any conditions, please contact us at the above address. Also enclosed is a permit sign which is to be conspicuously posted at the project site and protected from the weather. Sincerely, Mari1E. Peterson�js Y Environmental Analyst MEP/Is Enclosure a NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives,employees,and agents("DEC")for all claims, suits, actions,and damages,to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with,or operation and maintenance of,the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits,approvals,lands, easements and rights-of-way that may be required to carry out the activities that are authorized by this permit.. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. GENERAL CONDITIONS General Condition 1: Facility Inspection by the Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation(the Department)to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71-0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps, drawings and special conditions, must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. General Condition 2: Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. General Condition 3: Applications for Permit Renewals or Modifications The permittee must submit a separate written application to the Department for renewal, modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal, modification or transfer granted by the Department must be in writing. The permittee must submit a renewal application at least: a) 180 days before expiration of permits for State Pollutant Discharge Elimination System(SPDES), Hazardous Waste Management Facilities (HWMF), major Air Pollution Control (APC) and Solid Waste Management Facilities(SWMF); and b) 30 days before expiration of all other permit types. Submission of applications for permit renewal or modification are to be submitted to: NYSDEC Regional Permit Administrator, Region 1, SUNY Bldg#40, Stony Brook NY 11790-2356 General Condition 4: Permit Modifications,Suspensions and Revocations by the Department The Department reserves the right to modify,suspend or revoke this permit in accordance with 6 NYCRR Part 621. The grounds for modification, suspension or revocation include: a) materially false or inaccurate statements in the permit application or supporting papers; b) failure by the permittee to comply with any terms or conditions of the permit; c) exceeding the scope of the project as described in the permit application; d) newly discovered material information or a material change in environmental conditions,relevant technology or applicable law or regulations since the issuance of the existing permit; e) noncompliance with previously issued permit conditions,orders of the commissioner,any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. DEC PERMIT NUMBER PAGE 2 OF 4 1-4738-02889/00001 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION ADDITIONAL GENERAL CONDITIONS FOR ARTICLES 15 (TITLE 5), 24, 25, 34 AND 6NYCRR PART 608 ( TIDAL WETLANDS) 1. If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State, the owner may be ordered by the Department to remove or alterthe structural work,obstructions,or hazards caused thereby without expense to the State, and if, upon the expiration or revocation of this permit, the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed, the owners, shall,without expense to the State,and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 2. The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes,and no claim or right to compensation shall accrue from any such damage. 3. Granting of this permit does not relieve the applicant of the responsibility of obtaining any other permission, consent or approval from the U.S.Army Corps of Engineers, U.S.Coast Guard, New York State Office of General Services or local government which may be required. 4. All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings, paints, concrete, leachate or any other environmentally deleterious materials associated with the project. 5. Any material dredged in the conduct of the work herein permitted shall be removed evenly,without leaving large refuse piles, ridges across the bed of a waterway or floodplain or deep holes that may have a tendency to cause damage to navigable channels or to the banks of a waterway. 6. There shall be no unreasonable interference with navigation by the work herein authorized. 7. If upon the expiration or revocation of this permit, the project hereby authorized has not been completed, the applicant shall,without expense to the State,and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. 8. If granted under 6NYCRR Part 608,the NYS Department of Environmental Conservation hereby certifies that the subject project will not contravene effluent limitations or other limitations or standards under Sections 301, 302, 303, 306 and 307 of the Clean Water Act of 1977(PL 95-217)provided that all of the conditions listed herein are met. 9. At least 48 hours prior to commencement of the project, the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project, the bottom portion of the form must also be signed and returned, along with photographs of the completed work and, if required, a survey. 10. All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or his agent as part of the permit application. Such approved survey was prepared by Joseph Inoepno 12/11/00 last revised 10/18/02 and cross section by Robert Fox stamped NYSDEC approved 12/30/02. DEC PERMIT NUMBER PAGE 3 OF 4 1-4738-02289/00001 a NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION SPECIAL CONDITIONS 1. Any debris or excess material from construction of this project shall be completely removed from the adjacent area (upland) and removed to an approved upland area for disposal. No debris is permitted in tidal wetlands and or protected buffer areas. 2. There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activity. 3. All fill shall consist of"clean"sand, gravel, or soil (not asphalt, flyash, broken concrete or demolition debris). 4. Dock or timber catwalk shall not exceed 4 feet in width and shall be a minimum of 3%feet above grade*over tidal wetland areas (*as measured from ground to bottom of dock sheathing). 5. The use of wood treated with pentachlorophenol in the construction of structures that will be in contact with tidal waters is strictly prohibited. 6. Dry wells for pool filter backwash shall be located a minimum of 75 feet landward of the tidal wetland boundary. 7. There shall be no draining of swimming pool water directly or indirectly into tidal wetlands or protected buffer areas. 8. Driveways and parking areas shall be constructed of pervious material.\ 9. Sanitary system (bottom of tank and leaching pools) shall be located a minimum of 2' above seasonal high groundwater. DEC PERMIT NUMBER PAGE 4 of 4 1-4738-02889/00001 cont J. Dempsey N � i I' p�(, Proposed: Dock - Float - III i " Situate:Paridise Point "� Town: Southold -- --- -- Suffolk County 5 54GALE 30' Purpose: Private Mooring Datum: L.W. -0.6 -0.5 Tide Range: 2'+/- -2.1 -3.2 -3.1 -0.5 -4.0 -4.4 -4.2 1.00 -4.9 -4.6 G 1 14.E V I -3.-7 -1.5 0 -4.5 -4.8 -3.5 -4.1 -4.5 -4.1 -3.3 -2.1 -3.7 -50 -5.0 1.3 -4.5 Key Map -4.5 Yl.t.S. -33 ` -4.7 tt -5.1 00 3q-4.6 Proposed Fixed _2.O Walk, Ramp 4 Float ` ,� Walk (28' x 49 min. 4' above grade (E Q1 - ` ra o Ramp (4' x r2') c\ o ��\wQlk\ m Floot (6' x 20') �0 N p O ` -5.2 '0q d Q -5.5 0 �0�c 9 -5.3 -3.7 Briar h�e�0 6O i `` -1.5 La a 00 S s Adjoining Owners: s II o� 1000-81-I-16.11 B I =I SGT# 1000-81-I-7 },at. � i -5.2 SGT# Paradise Point Assoc. Edward J. Boyd Robinson Road Cedar Beach Road '= a}F y', 4.3 -4.8 Southold, NY IIg71 Southold, NY Ilgll -(1� (/ ay 0 oa/ 4-7 -3.0 PER%v1LZ' � DATE - 4) -v ' r -5.5 � •. -2.Q Proposed Walk, Ramp a Float -1.3 walk (4' x 28) �Q�p min. 4' above grade 4 A-/2' 6 float x 0 \ ex sting rloat - ---- _ . edge -_- _- --- HW of ' ex�stin bu-__Ikhead i Wetlands - - - -- _ - LW I 8" did r_ GGA piles -2 Basin Q Typical Su e eyed)�p ��" ", 14-01 j J, a "II � e PREPARED BY: `. , SEA LEVEL \ MAPPING 6 EAST MAIN STREET THESE DRAWINGS WERE DEVELOPED RIVERHEAD,NY 119OI FROM FIELD SURVEYS OF 10-14-01 PHONE 631-'12-I-3151 Sheet I Of I ROBERT H. FOX, NYS Lir-# 50187 REF.A\Hp Uommer\d\sm\Deropsey2.pro Permit Number REScheck Compliance Certificate Checked By/Date 2000 IECC RES checkSoftware Version 3.5 Release la Data filename: C:\Program Files\Check\REScheck\_POOL House.cck TITLE:THE HERMANCE RESIDENCE CITY: Southold STATE:New York HDD: 5572 CONSTRUCTION TYPE: Single Family DATE:02/11/03 DATE OF PLANS:January 31,2003 PROJECT INFORMATION: ACCESSORY BUILDING COMPANY INFORMATION: SAMUELS&STEELMAN ARCHITECTS COMPLIANCE: Passes Maximum UA= 158 Your Home UA= 120 24.1%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Cathedral Ceiling(no attic) 816 30.0 5.0 24 Wall 1: Wood Frame, 16"o.c. 762 22.0 5.0 28 Window 1: Wood Frame,Double Pane with Low-E 106 0.330 35 Door 1:Glass 42 0.330 14 Floor 1:All-Wood Joist/Truss,Over Unconditioned Space 680 30.0 5.0 19 COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2000 IECC requirements in RES checkVersion 3.5 Release la (formerly MECchec/ and to comply with the mandatory requirements listed in the RESchecklnspection Checklist. 2 Builder/Designer Date REScheck Inspection Checklist 2000 IECC REScheckSoflware Version 3.5 Release la DATE:02/11/03 TITLE:THE HERMANCE RESIDENCE Bldg. I Dept. I Use I I Ceilings: [ ] I 1. Ceiling 1:Cathedral Ceiling(no attic),R-30.0 cavity+R-5.0 continuous insulation Comments: I Above-Grade Walls: [ ] I 1. Wall 1: Wood Frame, 16"o.c.,R-22.0 cavity+R-5.0 continuous insulation Comments: I Windows: [ ] I 1. Window 1: Wood Frame,Double Pane with Low-E,U-factor:0.330 For windows without labeled U-factors,describe features: I #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: I Doors: [ ] I 1. Door 1:Glass,U-factor:0.330 Comments: I Floors: [ ] I 1. Floor 1:All-Wood Joist/Truss,Over Unconditioned Space, R-30.0 cavity+R-5.0 continuous insulation Comments: I Air Leakage: [ ] I Joints,penetrations,and all other such openings in the building envelope that are sources of air I leakage must be sealed. [ ] I Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly I with a 0.5"clearance from combustible materials.If non-IC rated,the fixture must be installed with a 3"clearance from insulation. I Vapor Retarder: [ ] I Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. I Materials Identification: [ ] I Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] I Materials and equipment must be identified so that compliance can be determined. [ ] I Manufacturer manuals for all installed heating and cooling equipment and service water heating I equipment must be provided. [ ] I Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. I Duct Insulation: [ ] ( Ducts in unconditioned spaces must be insulated to R-5. Ducts outside the building must be insulated to R-6.5. I Duct Construction: [ ] I All joints,seams,and connections must be securely fastened with welds,gaskets,mastics (adhesives),mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). [ ] Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ ] Cooling ducts with exterior insulation must be covered with a vapor retarder. [ ] Air filters are required in the return air system. [ ] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. Service Water Heating: [ ] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ ] Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ ] All heated swimming pools must have an on/offheater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 OF or chilled fluids below 55 OF must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to 1„ Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range F 2"Runouts 1"and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) suiLDiNa oar. / INSPECTION c ' FOUNDATION IST [ ) ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPL & CHIMNEY REMARKS: — e� 000, v? DATE p �IN8pECT0 suanINa DEPT. INSPECTION ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY Mir OF c DATE� IN8PECT � � 9 a 37. BUILDING DEPT. INSPECTION [ ) FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLAC 8 CHIMNEY REMARKS: � a E7 � p D O�-'� NSP D TE a9a �� M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLAC NIMNEY REMARKS: DATE ll � �� INSPECT M-iao2 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ UGH PLBG. [ ] FO ATION 2ND [ ] INSULATION FRAMING [ ] FINAL [ ] FIREPLACE CHIMNEY REMA DAT 3--INSPECTO BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROU BG. [ ] FOUNDATION 2ND [ NSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY RE RKS: CD ILZ DATE �� �� INSPECTO -7 BUILDING DEPT. INSPECTI p N [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ]�UNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [j/rFIREPLA E 8 CHIMNEY REMARKS:I c DATE Q INSPECTOR BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROU G. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: DATE 6 /10 INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: 0,4�� DATE �� �� ° INSPECTOR��� 765.1802 BUILDING DEPT. INSPECTION ROUGH PLBG.C FOUNDATION IST l Il [ ] FOUNDATION 2ND [ ] IN ULATION [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE - — INSPECTOR—?e2��""� FIELD INSPECTION REPORT DATE. COM ENTS . . b ✓ 0-f .,► lam. , FOUNDATION(1ST) y ' 1 � 77 _ C FOUNDATION(2ND) z 1 y ROUGH FRANUNG& PLUMBING J- INSULATION PER N.Y. y STATE ENERGY CODE I lb- got IV . D FINAL ADDPITONAL COMWENTS O z. rn o p z 0 G � . ' d WWI FOUNDATION (IST) ►1 ml WE, - ROUGH �I •PLUMBING INSULATIONlifflim TOW ;N' STATE ENERGY CODE %.WL FFmw A 1 1 • � 1 111 -- lm • ivwty yr )"UIrivLu ouiLxJi1NU?4XM11 A??Ll(;A110N ChECKL15 BUILDING DEPARTMENT Do you have or need the following,before applying TOWN HALL Board of Health SOUTHOLD,NY 11971 3 sets of Building Plans TEL:765-1802 ,7 tl 3 7 Survey PERMIT NO. .a 9�._l 3 gz Check Septic Form N.Y.S.D.E.C. Trustees Examined �^ 20_0 Trustees Approved 20fa3 Mail to: Disapproved a/c [� ' .A Phone: ►��'Cy't�� ' Building� Inspector APPLICATION FOR BUILDING PERMIT Date l! 20Cd IR Ito INSTRUCTIONS a,This.application MUST)be pletely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans,accurate plot plan to ioa e.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. (Signatt a of applicant or name,if a corporation) X 35041A1 AO CKI 1"61>F,,&6 (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Name of owner of premises sC ONiUl.l7 0 k-g[S ,�lYI f3/✓C't (as on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) pp Builders License No. 84 (06 tg Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: �1d 64(Ae Lh/E aS'O(>ThUGD House Number Street Hamlet County Tax Map No. 1000 Section Btick� Q/ Lot �6•(� Subdivision Filed Map Ib. Lot (Name) ?. State existing use and occupancy of premises and intended use and occup+tncy of proposed constructi6n: a, Existing use and occupancy illw r ' 1 b. Intended use and occupancy aS/N6 LE Fl`fyLgZ R S/Ot9i�l:� i. Nature of work(check which applicable):New Building ✓ Addition Alteration Repair Removal Demolition Other Work (Description) 1. Estimated Cost 9/00,9"Wo Fee (to be paid on filing this application) If dwelling,number of dwelling units DNC Number of dwelling units on each floor If garage, number of cars 71j-1E,CF If business,commercial or mixed occupancy,specify nature and extent of each tyP,rsx e. Dimensions of existing structures,if any:Front r r Depth Height Number of Stofie Dimensions of same str i�v th alterations or additions: Front Rear Depth Height Number of Storie& ft amp W� Dimensions of entire new construction:Front In' 0 F7. Rear 60 FT• Depth Height 3✓ It Number of Stories r-Wo WZ -UGC E?4 SE7nejU7`- i Size of lot:Front /8`/ Rear epth 30?•5 0. Date of Purchaset f' Name of Former Owner 1.Zone or use district in which premises are situated /e–J?o 2. Does proposed construction violate any zoning law,ordinance or regulation: /V0 3.Will lot be re-graded yes Will excess fill be removed from premises: YES 4.Names of Owner of premises Address R/D60ceEZD_ 4V Phone No. Name of Architect cS'o"VbW 4�4rff7i1Ji3 Address_C1 M4-10tiyE,/t/N Phone No r(0 o Name of Contractor,®6�27 git// Address 060,-Hol 0 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: 'OUNTY OF ) D/"I p 0. nS'i3�7l1/Ll_�� being duly swom,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, i)He is the �MCfV 17-19-al— (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 -rformed in the manner set forth in the application filed therewith. worn to before me this 3 day of )WAd U 205 Notary Public ignature of Applicant PA'("C A AAWARDS NoVry 111tubli,:, !t,sta of Now York No. c:r,o42497 r, uatlHee it Suffolk County Co Sia.. cx;tjf48 May 30,iw o� 1uwiv ur a"u1rnuLL tiUILV NUPhKM11 APPLICATION CHECKLIS BUILDING DEPARTMENT Do you have or need the following,before applying TOWN MALL Board of Health SOUTHOLD, NY 11971 3 sets of Building Plans TEL: 765-1802 0? �02 3 7" - Survey PERMIT NO. 3 9-jx- _ Check Septic Form N.Y.S.D.E.C. Examined 3 20 9 Trustees —� Contact:. Approved 20-� ' Mail to: Disapproved a/c Phone:_ �I Building Inspector APPLICATION FOR BUILDING PERMIT A Date �' C( . , 200 INSTRUCTIONS a. This.application MUSTbe co pletely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to sca e. 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 cbnstruction of buildings, additions, oralterations 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. (Signattife of applicant or name, if a corporation) G.(rC'h6a5U� (Mailing address of applicant) -T State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises "Al"O&D CO L 2 "176U47AN0 (as on the tax roll or latest deed) If applicant is a corporation, signature of duly authorizbd officer (Name and title of corporate officer) Builders License No. '�027' �/ Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street , Hamlet t County Tax Map No. 1000 Section �' / BlockQ/ Lot Subdivision Filed Map A. Lot (Name) 1. State existing use and occupancy of premises and intended use and occupancy of proposed constructi6n: a. Existing use and occupancy .., i/i¢G/q-it/T s b. Intended use and occupancy C11V6 LF zffly 3. Nature of work (check which applicable): New Building ✓ Addition Alteration Repair Removal Demolition Other Work (Description) t, Estimated Cost 4/ 6004 000 Fee (to be paid on filing this application) If dwelling, number of dwelling units DA/C' Number of dwelling units on each floor If garage, number of cars If business, commercial or mixed occupancy, specify nature and extent of each e. Dimensions of existing structures, if any: Frontear Depth Height Number of Stor' Dimensions of same stru ith alterations or additions: Front Rear Depth Height Number of Storie �� Dimensions of entire new construction: Front_ 1'6,0 F?; Rear O,cj; Depth 5,5' Height / -(v Number of Stories z-WO WZ ?m_a44 WAU&7M&7t1?0'" i Size of lot: Front /87 Rear /00 / Depth .3:;25 0. Date of Purchase 2m:2 Name of Former Owner //',2#/y ,D5211 ps'67' 1. Zone or use district in which premises are situated /e"(Fo 2. Does proposed construction violate any zoning law, ordinance or regulation: A/0 3. Will lot be re-graded Y,5-ly Will excess fill be removed from premises: YES 4. Names of Owner of premises 211521"/1(^, _Address R 0G16ZD A/V Phone No. Name of Architect Neal 4,20662 j,NAddress_C,I7WV6 c AM Phone No Name of Contractork Address aP'o07"1*-)Z_D If Phone No. 5 5. Is this property within 100 feet of a tidal wetland? *YESy 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: 'OUNTY OF'776 ) U/ .4U 0, nS'��'Il/>�,v�' being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, i)He is the 17L&, (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; iat all statements contained in this application are true to the best of his knowledge and belief; and that the work will be -rformed in the manner set forth in the application filed therewith. worn to before me this .3 day of � 20 _ Notary Public Signature of Applicant PATICA ASI'!"RDS NOAPry Oub16,:.. 5 ite ol New York No. c,,1, 6042407 ualifie*s to Suffolk County Comrlll�ssiG:= IEX*gs Mny 300 2ddlk- 010 WINDOWS GENERAL Provide window and exterior glass door units by MARVIN, Inc. as per WINDOW SCHEDULE, FLOOR PLANS and ELEVATIONS. All windows and doors shall comply with required design pressure asper ew York State Building Code. HURRICANE SHUTTERS All wall!p*lywood hall be protected with removable 5/8"thick Z . panels as per detail to ten f this specification�P�,� 1 URES Primed wood "Ultimate" units 5/4 x 4" factory applied casings Factory mulled multiple units w/required structural reinforcements Low-E II insulating glass Simulated divided (interior and exterior)lights with 7/8"glazing bars with spacer bars as shown on ELEVATIONS Matching screens Factory applied extension jambs of required width Egress function where applicable Coastal grade interior hardware in brushed chrome WINDOW SCHEDULE All dimensions shown are single unit frame dimension (w x h) TYPE UNIT SIZE (W x H) LITES A multiple mulled unit: 2 unit assembly (2 wide x 1 high) double hungs (2) WUDH 2828 2'-9-3/8" x 65" 2h x 3w/1 B multiple mulled unit: 2 unit assembly (2 wide x 1 high) double hungs (2) WUDH 2818 2'9-3/8" x 3'9" 2h x 3w/1 C single unit , WFELP 2436 2'1" x 3'1" oval D multiple mulled unit: 2 unit assembly (1 wide x 2 high) Upper: picture unit WUDHP 6820 5'9-3/8" x 5'5" 2h x 7w Lower: picture unit WUDHP 6862 5'9-3/8" x 5'5" 1 E multiple mulled unit: 2 unit assembly (1 wide x 2 high) Upper: transom WUDHT 4020 3'9-3/8" x 2'1-3/8" 2h x 4w Lower: double hung WUDH 4028 3'0-3/8" x 5'5" 2h x 4w/1 w HERMANCE 12 F multiple mulled unit: 6 unit assembly (3 wide x 2 high) Upper: transom / transom / transom WUDHT 2820 /4820 / 2820 2h x 3w 2hx5w 2hx3w Lower: double hung / picture / double hung WUDH 2828 / 4862 / 2828 2h x 3w/1 1 2h x 3w/1 G multiple mulled unit: 6 unit assembly (3 wide x 2 high) Upper: transoms (3) WUDHT 2820 2'9-3/8" x 2'1-3/8" 2h x 3w Lower: dbl hungs (3) WUDH 2828 2'9-3/8" x 5'5" 2h x 3w/1 H multiple mulled unit: 2 unit assembly (1 wide x 2 high) Upper: transom WUDHT 3020 2'11-3/8" x 2'1-3/8" 2h x 3w Lower: double hung WUDH 3028 2'11-3/8" x 5'5" 2h x 3w/1 single double hung WUDH 2014 2'1-3/8" x 3'1" 2h x 3w/1 J single double hung WUDH 4022 3'9-3/8" x 4'5" 2h x 4w/1 K single double hung WUDH 2022 2'1-3/8" x 4'5" 2h x 2w/1 L multiple unit assembly: 3 unit assembly (3 wide x 2 high) slider french door WSFD 6080 XO 6'0-5/8" x 82-1/2" 1 fixed sidelights WSFD 3080 O 3'3-1/2" x 82-1/2" 1 M inswing french door WUIFD 6080 XX 6'1-5/8" x 82-1/2" 1/1 N multiple mulled unit: 2 unit assembly (2 wide x 1 high) double hung (2) WUDH 2824 2'9-3/8" x 4'9" 2h x 3w/1 • single double hung WUDH 4032 3'9-3/8" x 6'1" 3h x 4w/1 P multiple mulled unit: 3 unit assembly (3 wide x 1 high) double hungs WUDH 2424 / 3224/ 2424 2h x 3w/1 2h x 4w/1 2hx 3w/1 Q single casement WCM 2440 2'0" x 3'4-1/16" 3h x 2w R single double hung WUDH 3028 2'11-3/8" x 5'5" 2h x 3w/1 ,. HERMANCE 13 S multiple mulled unit: 3 unit assembly (3 wide x 1 high) WUDH 3028 2'11-3/8" x 5'5" 2h x 3w/1 T multiple mulled unit: 2 unit assembly (2 wide x 1 high) double hungs (2) WUDH 2820 2'9-3/8" x 4'1" 2h x 3w/1 U multiple mulled unit: 3 unit assembly (3 wide x 1 high) double hungs (3) WUDH 2824 2'9-3/8" x 4'9" 2h x 3w/1 V single double hung WUDH 2822 2'9-3/8" x 4'5" 2h x 3w/1 W single awning WAWN 3628 3'0" x 2'4-1/16" 2h x 3w X single double hung WUDH 3024 2'11-3/8" x 4'9" 2h x 3w/1 Y single double hung WUDH 3624 3'5-3/8" x 4'9" 2h x 4w/1 Z inswing french door WUIFD 6068 XX 60-5/8" x 6'10" 1/1 A' multiple mulled unit: 3 unit assembly (3 wide x 1 high) double hungs (3) WUDH 2826 2'9-3/8" x 5'1" 2h x 3w/1 B' single awning unit WAWN 2820 2'4" x 1'8-1/16" 2h x 3w 4 HERMANCE 14 A PARADISB/PO CORP. S AAc5Ap0'�~ ;a3•D\ �e��• r�0 c9 TEST HOLE DATA o SURVEY OF PROPERTY gyp,? soG�9 l (TEST HOLE DUG BY McDONALn GEDSC.IENGE ON NOVEMBER 13, 2000) SITUATED AT g �\ \ S.9. 9�� F °��YJ ,,.r MM�,NY�SM BAYVIEW ` `� s P °IDSLN t 81ND,rN FINE SAND TOWN OF SOUTHOLD nAo c ° nAP r\\v \ Z, ... 1w0 ortar cur ON Nx � �,.,.�_ __; SUFFOLK COUNTY, NEW YORK � AL RAS° R S S.C. TAX No. 1000-81-01-16.8 / -- \ 'kL FLAG 0 SCALE 1"=60' ' �, ' AL � DECEMBER 11, 2000 FEBRUARY 23, 2001 REVISED PLOT PLAN r WATER N POLE QWY cur nt MARCH 12, 2001 SET LATH FOR TRUSTEES INSPECTION ' I / t t0 COL1°m SAM MARCH 28, 2001 REVISED SEPTIC SYSTEM T jl! N- MAY 7, 2001 ADDED NEW TEST HOLE dR REVISED SEPTIC SYSTEM � / N� MAY 26 2001 ADDED ADDITIONAL NOTES lrl V SEPTEMBEF� 25, 2001 REVISED SEPTIC SYSTEM NAS E ° f, �� ��' �� 1 p �? OCTOBER 26, 2001 ADDED BUILDING ENVELOPE w°0 JULY 17, 2003 FOUNDATION LOCATION 1L , �, 70 y AREA = 58,099.90 sq. it. (TO TIE LINE) 1.334 ac. MFR N BROWN FINE CERTIFIED T0: 001"SE SAM S"' HUDSON CITY BANCORP, INC. JIL i E `O1 � A N S RONALD HERMANCE r i Toa R , " - -, ��. I r FLAG F 9 I .`23/4 .0 �, i _._._- / S 1. ELEVATIONS ARE REFERENCED TO NA.V.D. 19" DATUM y 'w• ar �1 _- r 5�4g?5„ EXISTING ELEVATIONS ARE SHOWN THUS: lU � 1' 9, W 2. THE LOCATION OF WELLS AND CESSPOOLS SHOW HEREON ARE FROM FIELD Fuc c L` , r' , ISII OBSEAVATNN/S AND/OR DATA OYTANNED FROM OTHERS. 3. FLOOD ZONE INFORMATION TAKEN FROM: L.3 ', fit III $ T+3'? FLOOD INSURANCE RATE MAP No. 36103CO107 G x' y / — '� 11 3J" ZONE x': MEAS OF 500—YEAR FLOOD; AREAS OF 100—YEAR FLOOD WITH AVERAGE -- � � k ?O.>3 f DErnl OF LESS THANrX , SS 1 FOOT OR WITH DR04AGE AREAS LESS> . 1 - - DET Alf: T MFRS PROTECTED 500 !N LEVEES FROM 100—YEAR FLOOD. _ _ ZONE AE: BASE FLOOD EMAlpNS DETERMINED —YEAR Fl00DPR/UN. 4. UPLAND AREA = 47,%7 sq. ft. NX 89_ Obr jC k •ss\ 5 ,S 14-56 r, 43.57 sr A9U911E• 9s'r� RAW / ,. JK N.Y.S. Lic. No. 49668 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECT7100 OF THE NEW YORK STATE tion ,� A ION� �0 �� �NAW4 Joseph A. Ingegno s Nm OR BE CON510CREI)SHALL AUN Land Surveyor O�1 ,N(1 CERTIFICATIONS E TI A MILD INDICATED COPY. �N 6 PRO THE AND WHOM THE SURVEY ?f ✓1 THE mtE COMPARY,00017 MON �pR�FAGENCY AND rrtle Surveys - SubdMeiom - Site PIOm - Construction Layout LOVING KSRTUrLON LISTED HEREON.AND THE ASSIGNEES OF O�� TUUTIOON. CO"WIC.AT1ONS�NOT own— TRANSFERABLE. PHONE (631)727-2090 Fax (631)727-1727 0 THE DOSTOICE OF NOW OF WAYS OFFICES LOCA7ED AT M14EJOG ADDRESS AND/OR EASEMENTS OF RECORD. IF ANY, NOT SHOWN ARE NOT GUARANTEED. 322 ROANOKE AVENUE P.O. Box 1931 RNERHE'AD. Now York 11901 Riverheod, New York 11901-0965 1 V10/F S SURVEY OF PRO 0, BAT,�ITI, PARADISE POINTS, SITUATED ATI III CORPcoR3 BAYVIIi N rrr z S 85°30'00" AG 13 \ 182j3A, FgoC D P 2 43 103.02 TOWN OF SOUTHOLD all. FLAG A F �G T N SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-81 -01 -16.8 70°2 SO�r� ,� SCALE 1 "=30' S 9 42" <Q DECEMBER 11 , 2000 all, AG 1z 9. 09 E B MARCH 1FEBRUARY SET LATH REVISED INSPECTION MARCH 28, 2001 REVISED SEPTIC SYSTEM d 1, INC) FLAG B / CM I've N,q N TpNC qP \ J1 MAY 7, 2001 O 26, 2001 TEST ADDEDHOLE ADDITIONALREVISED NOTES SEPTIC SYSTEM E� MAY 11 I, FLAG C Fuc IG /' ���I, 'NARK PgRENr \ l7\ SEPTEMBER 25, 2001 REVISED SEPTIC SYSTEM OCTOBER 26, 2001 ADDED BUILDING ENVELOPE dl, �\\ \s(51. JULY 17, 2003 FOUNDATION LOCATION AUGUST 27, 2004 FINAL SURVEY JJ I' FLAG 901) v v ON �' ,111, Ep •U5N l AREA = 58,099.90 sq. ft. Fuc D Q Op d 1, \WOOD, O, O; (TO TIE LINE) 1 .334 OC. / d�1, F CERTIFIED TO all, all, Fuc 6 HUDSON CITY BANCORP, INC. 1111, 3 — Floc a RONALD HERMANCE — — ♦ FLAG 7 IN. I u tI{i h t. .q,S.., ......I LAG 5 g ROCK WALL \ / i .,N NO A7 P,ILIp � 8 /i ami Fuc E srzas \NN jH� �'° r Vel[-j ti`ata OCT 07'1.2004 E:.L. .. .. oto Puff SEAT, dl, PAnO y , IF t 3 TLY11 [ivOSC ' h RATE e ?oa' n PrEP Puff / c cm /FLAG 4 STEPS all, ,111, E x 2 STORY = N ZON R STONE & FRAME G° NOOSE i9' wo. J$\y2 / i FLAG FGp ` '( ASIT M 15J' _ I Gb 1503A'nfi 79 p' aanNC m zD c' RADE R I FU\G 3 SLATE m STATE PORN 66 SGS„ all, I 8 V sEPTSIEPs '�gADBBEOUE _ _- - T 1 p3 _ _ I� C �+ 15'49 ,`° FLAG G U. eae 11 39 x'25 „ 20 '3 , z 20. W ,Y)Ole C) o � \ % Z CD IND a Jf�� en'�Re • •J4, oe" °'+ \ d"0 A4 +�'syv, 8J 6 Z •GRP �G<1e 9Hp0.N1 r1� � > V h� S 14'56'30" W 43.57' 0, CIO 0 Ao,� P� S� 1 N(- ee; 4 6 4 O a $� P4 4��oF✓✓�96� O'\ \ P `� .• �° NG PREPARED IN ACCT E SUR LTH THE MINIMUM BY THE FOR TIRE SUR 5 AS ESTABLISHED , BY THE LLALS ANO APP VED AND ADOPTED.' R� YYY FOR SUCH USE BY THF N YORK STATE U\N5 • a5 � tl TRLE ASSOCIATION I r e°+ ,�pGF' / OF N 6N o`"`� c` 0° °• 0 \f, �V0 ''° N� G _ _ N.Y.S. Lic. Nc 49666 UNAUTHORIZED ALTERATION OR AUDITION TO THIS SURVEY IS A VIOLATION OF Joseph A. Ingegno BE TON ATION ON 72UW NEW EDUCCOF THE NEW YORK STATE ]VOTES: COPES OF THISSURJEY MAP NOT SCANTING Land Surveyor THE LAND SURVEYOR INKED SEAL OR 1 . FLOOD ZONE INFORMATION TAKEN FROM: EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY, FLOOD INSURANCE RATE MAP No. 36103CO167 G CERTIPCAIONS INDICATED HEREON SHALL RUN ZONE X" AREAS OF 500—YEAR FLOOD; AREAS OF 100—YEAR FLOOD WITH AVERAGE ONLY TO THE PERSON FOR WHOM THE SURVEY DEPTH OF LESS THAN 1 Po0T OR WITH DRAINAGE AREAS LESS THAN IS COMPANY, COVER HIIS BEHA CEN6v ANO Title Surveys — Subdivisions — SUR Plans — ConstmCHan Layeet 1 SQUARE MILE, AND AREAS PROTECTED BY LEVEES FROM 100—YEAR FLOOD. LENDING INSTFUTION USTEO HEREON, AND TO FINE ASSIGNEES OF THE LENDING INST- PHONE (631)727-2090 Fax (631)727-1727 ZONE X: AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN. LONDON CERTIFICANDaNS ARE NOT TRANSFERABLE ZONE AE. BASE FLOOD ELEVATIONS DETERMINED THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS 2. UPLAND AREA = 47,567 Sq. ft. AND/OR EASEMENTS OF RECORD, IF 322 ROANOKE AVENUE PO Box 1931 ANY, NOT SHOWN ARE NOT GUARANTEED RIVERHEAD, New Ycrk 11901 Riverhead, New York 11901-0965 22-409J J,I ^ le, lig c i ii ,ISUA e f,'�' � ) , (_'prn fP �' WIw CII /'-jY-S 6G d�' , " - � C2-v P1 t'� C0.t��,-� i`e v� 1' ✓ /tG�,(I COvt„le 6,�, r �• �nNh d- ca-J-t^^- T�^y�^^ EVISI10 / 1ON18 / 02 1 / 10 / 03 LOCATION MAF UILDING WALL GRADE LINE ELEVATION +12.0 UILDING WALL GRADE LINE ELEVATION +12.0 MIN. 2' MAX. I MIN. 2' MAX. 240 BRIAR LANE SOUTHOLD, NEW YORK /4,111FT. 1/4"/FT. _ C>M�6'. � � ,r ,� RAWdon { W LL 18 \_4E. +10.0 .-" . '.,�1 E. +9.21 „' ' '•,. E. +9.82 E. +9.1 Snored , 1 O IE.+ 9.7 E. +9.02 IE.+ 9.6 IE. +9.02 N8 Rd �- O z w �y+uf6ty d 7 10 ft. MIN 8 Ft._MIN. 1 f 10 ft. MIN. y �_ 8 ft. MIN. _.y Z ` w f- 8 ft. MIN. ---► 101_9 1 8 _01 a F( W WATER — — — ENCOUNTERED ELEV +2.1 WATER ENCOUNTERED ELEV +2.1 � , ma+t7$®YO� SEPTIC PROFILE FOR RESIDENCE SEPTIC PROFILE FOR POOL HOUSE - NTS NTS -- _,�...�„- ✓ f' W "IMMEDIATELY" n/ S 10'43'22" W B A S I N ENCLOSE POOL ET CODE 45.53' UPON COMPLETION BEFORE "WATER" ui o� r` S 24•SI, 3 W �� PLUMBER CERTIFICATION 6 5 ' � %A f� ` ON LEAD CONTENT BEFORE 36y5F'� /' '_ _ e,ye s w g o �� Els < V CERTIFICATE OF OCCUPANCY \ h M M N h�� SOLDER USED IN wATER t 9 SUPPLY SYSTEM CANNOT %�02 7CCEED 2/1G of 1% LEAD. e � O APP VED AS NOT9ED T J N 03 ao v65E N/0/F ,qo• OA e R av N • N� E 3 _ 1W SF F 3 W Z e dE EDWARD J. BOYD V �o p r m c �3 aD E� F!� v'P LOT i 1 1 NOTIFY BUILDING DEPARTMENT AT � O - 7SS-0502 F AM TO 4 PM FOR THE I- ~ I m © I III • -_ O VACANT I FOLLOWINOINSPECTIONS: OUNDATION • T WO REQUIRED N. rP ' LF O I NO �� " "I MAP OF SECTION ONE / FORPOUREDCONCRETE 1 n i � - p � PARADISE POINT i INsuunOHN FRAMING t PLUMBING _ CA FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY CE !. ON APRIL 11, 1963 AS FILE No. 3761 �) .A FINAL • CONSTRUCTION MUST / - NON'OISIUBPAN O U� qy Y C A N A L NON-FEW111JZA'OON (LEADING TO SOUTHOLD BAY) / ',`,'. '�� 11- (1. -- 9UTFER ARu Q _ �� -RECOMMETEFO N $ n PROPOSED RETAINING 3 ALt�CONSTRUCTION SHALL MEET PROOF CONCRETE < On THE E REQUIREMENTS N THE N.Y. CULTURED STONEN STATE CONSTRUCTION RESPONSIBLE ENEROY �i / -/ ,1'r l -- . - - _ N OODES. NOT TUCT OER FOR o PAGING M io lraj';, .DESIfIN 011 CONSTRUCTION ERRORS Z °� SITE DATA OCCUPANCY R � , m • I ' ' STONE PAVED � � �O TERRACE °R1 «D q s,. USE IS UNLAW UL o m J a ? ? 4 SCTM # 1000-81-o1-1s.8 WITHOUT CERTIF LATE W -J' = w / � PROPERTY: 240 BRIAR LANE OF OCCUPAN Y UJ- j, / DR) W .Iao. .,�„!, 'P 00 U" ' �' \ I'�/� SOUTHOLD NEW YORK W. A ( F, _ OWNER: RONALD AND KRIS HERMANCE 5 " �,� �I •" _ +t8 8 P Po5ED ., i?I o 327 McKINLEY PLACE DO NOT PRO ED W H aoL ARAbE ', !� RIDGEWOOD, NJ. 074FRAMING UN L SUR EY (n (0' o la s.Ib OF FOUNDATIO LOCA ION EW DRIVEWA I 1 � � DIS wATeR � I TW �� a ` ' DWELUINc HAS BEEN A 'PROVE1I p 4, a ' to a 4' SITE, 58,099.90 SQ. FT. = 1.334 AC U5HED CON pn s auaxc w nl AREA _.M h PRC,I O WI BLU5T'0 AGE 11 12 ( UNDERVRITERS W � I y�, 12.16 ZONING: R-80 REQUIRED ��StE.REo'.uRcyrr PLUMBIN FLOOD' X ALL PLUMBING ASTE V'S NEED 9.2 ZONE TESTINGBEFORE S VERIN } a,SY� PROGRESS ��� ���Lana 1IV RHEAD, NAVENUE '1o, 18gv " T r SURVEYOR: JOSEPH A. INGEGNO _ -_-_ q� RIVERHEAD, NEW YORK 11901 F" A, vI a aj$ �'L' LICENSE # 49668 - • -` °H - NOT FOR CONSTRUCTION DATED, OCTOBER 001 OJECT NO. _- MD 13 � T PROP ED DIA— 26 2 PR 2202' _ �In O � , TER SERVIGE� ' DRAWN o 2.0 DRA RJB UT CHECKED BY: 04'30'00" E TCS 325.00 _ o ' ' " �. .: _• _..r I .-, _.. _ _ -`- _ ,u-� ," ,., .. `- � _ V DATE: GRAD 1131/03 TEST HOLE 48'-711 21_111 x WATERPROOF I,I I, ,I SCALE' PROPOSED 5EWAGE DISPOSAL Q ALL CONCRETE REINFORCED WATERPROOF 1" = 20'-0" - AT GRADE SYSTEM FOR A POOL HOU5E 5LRFACES BELOW ," 9000 FP' rANC RETAINING BY McCONALD 6EOSCIENGE I8 - t WITH A 5ATHROOM - GRADE 1. 1 WALL ✓U •4 s 1THORIZ. AND N4 ON NOVEMBER 19, 4000 S TITLE`,- 'I _6 (1) 1000 GAL. SEPTIC TANK (57) O GRAVEL ! ■ la" vEHxr. PROPOSED RETAINING 5EPTIC SYSTEM (1) 8 FT DIA X 4 FT HT DRAIN I',, '�,' GRADE EL. + L7ft. 6FLADE . - _ N F POURED _ LEAGHIN6 POOL (LP) WALL O3.0 FT BROWN LOAMY SAND -500 GAL SEPTIC TANK (5T) , T — _ 5M 1 WATER PROOF 4-8FT DIA X 4FT DEEPCONC �L 3 PLAN J W/GUL�NRED STONE LEAGHIN6 POOLS (LP) ,� �L% µl%\ GL _ PAGING FUTUREEXPANSIONIAX 4rT DEEP / eh�'" I; 8�� _s FT PALE BROWN R BROWN FINE SAND SP 1 LEAGHIN6 POOLS (EXP) s V t,;;'r ,+•""" �/,F� 'I`�„ - I' - h i it 5 1 ii 9,6 FT. PALE GREY CLAY GH SHEET NO ; r WATER IN PALE GREY CLAY GH j TO COARSE SAND i'1+�� 14, W. �, REINFORCED GONG FOOTING W/ l0 FT, 1 r ' - R�� �IELY SITE P L t �� --- DWELUNO � O «a . r." o G. ANn s a GONr. _ Noss rueuD a1F1B /. 9 �. , " RATER IN BROWN FINE `1y SCALE: 1" = 20.0" 3 + TO COARSE SAND sW , � `� ONCRETE WALL DETAIL a4 FT. -ZIa . �,.f' ��,y;`'-p� NT WATER ENCOUNTERED AT Q.b FT. BELOW SURFACE , PAVEMENT SURFACE - - WATER LEVEL - -1,ri~�VERIPY WALL LOCATION AND 9ETBAGK, LINE, LAYOUT AND CONSTRUCT WALL I WITHIN BUILDING ENVELOPE TYPICAL . OPOOIL . . . O, . VERIFY O PROF I'LE G" THK, 24" WIDE, 40" HIGH STONE - [ERS WITH 2 1/2" THK BLUESTONE ' PDLL PROFILE OPIN6 51 BUILDING ELEVATIONS VERIFY WALL LOCATION AND SETBACK LINE, LAYOUT AND CONSTRUCT WALL �0 a VERIFY WALL LOCATION AND SETBACK WITHIN BUILDING ENVELOPE TYPICAL SCALE: 114" = 1�-O LINE, LAYOUT AND CONSTRUCT WALL - �2'-I " WITHIN BUILDING ENVELOPE TYPICAL �S(OT�ED \ ice VERIFY 'q- " t - VERIFY WALL LOCATION AND SETBACK DRAIN Ip ✓+2 ' I / \\ - - LINE, LAYOUT AND CONSTRUCT WALL WITHIN BUILDING ENVELOPE TYPICAL 54 x ONE 1I \V // /S - 2"' 7. THK R 9EttIN6 �EDVERS ON 4'OTHK GONG. � - } i, _ i_ I,A_ II_ �II L. A1c - I�} \ 4X8 / 1 SLAB W/ 10/10 bx BED N 4" THRCING' 1 -I 1. - iQ 'I - __ \�\ � �/ ILS; FO®kms O4? S _ TYPICAL _ I yep-/ft a typ 'I FOOL POOL LEVEL �1►�� ELEV- +I-7.1-7 h s F- 1_ _ ++ — OPE III) t- _ ' I � I SLOPE LOPE � u- I _ GARAGE I �. 0 ry DOWN �I — ELEV. +8.0 / 1 DRAIN I �d __ _ a L_ \� +16.84 +16. 4 I` 4" THK. GONG. SLAB / — PITCHED TO DRAIN. CONNECT DRAIN TO w „ DRYWELL T �I -- yp I 22.A,. 1 SHOWER ENCLOSURE FRAMED y ___ _______ _.__- +I .84 W/4x4 POSTS 2x4 HORIZ. FRAMING, 4 X15 FES I L2 �ASEMEy-� - -. .. -. PLANTING ��' 6.84 2" w[ve BLUESTONE coPING aR AR rrl BEAVERS.ON S/4 � � VERTICAL GEDAR�5IDING _ 2" THK B TONE PAVERS � B 0 — — T S t 6 D MM REI - l -.t� J, NITORGIN� __-- ELEV. 8.o yp ; v} 'f" [TYPICAL 7 34+ FIR ELEV. °6.84 �' ' ' � r --- - - BLAB AI E 2" THK BLUESTONE GING I I i+16, 14 14" WIDE 2' ONE ED 12 U r I' - �' -- `I.% 1 I ALIGN BACK OF O uj WALL WITH EDGE PLANTINGS W srDNE PEIR / J TW +16.80 — � / ' Q ' +12.80 / — ' ALIGN FACE OF CULT RED STONE WALL WITH FACE OF TYP 1 - - — — — — �j GARAGE WALL ---_ 7W 16.80__— � - — _ - =+Tz.ao RETAINING WALL WITH CULTUI STONE VENEER r 1 FACE AND BLUESTONE COPING SEE DETAIL , 1 1 LAWN 2 ad Z . .81 14.8 + 1 - _ LAWN 2 16. 4 U Trp / 12" T+IK PLyESTONE PAyER5 W J• 1 j p - Min- it l0 ON 0/4,, MORTAR SETTING I z LL y BED ON 4" THK CONIC Si - �� 41 � s � r -- - - - 8 ( ,81 I I . R�MFO52CINri IY£IGAL . I � I I �^' W' a , I I 1 I 2 6_ W fq + 4 I I6. Ij 8 I , a 1 I I _ I U I I i5. I LAWN [ -O" _ +15.84 � eo ;,I R _ _. E A@ S _- C S TYP \ h +14184, S4 it HAIR WITH STONE VENEER FADE, RISERS AND IN �J' +111 + THK MATCH METAL. TREADS PROVIDE METAL RAILING S4 aE x.11 +1.8� 1 ', �,°+ I I I I I TO MATCH METhL RAILINb AROUND TERRACES 1+ . Li IUp SCALE: 112" = 1,_O,. PROJECT N : 22 02 I �, WOOD STAIR5 .+ cD F . V T5/4x4I t-' yP MAHOGANY 1 � I — I DEGKING AND 57 IIR '•I TREADS/RISERS WITH TS.,''', a I RAILING TO MATCH - RAILING AT SECOND - 1131/03 ' FLOOR BALCONY I , +7. i 84 + .64 L it SHEET TITLE: ---- --------- 'I - - - — — - - - — - - - - — — - - - — - - - - - - - - SIDE YARD — - - — — — — — — - - — — — — — — — — — — — — — — ENLARGED. ' ,; SETBACK LINE E ;,I SIT ` --- PLAN' c 8 4 ° ! 2 SITE PLAN ENLARGEMENTDR SHEET N4 G NCRETE RETAINING WALL 5E:E II 4x8 SCALE: 1/4" = V-0" ETAIL ® SHEET #1 : u - I ) -- IT I FIT 1pggg dl 9 ELECTRICAL LEGEND 11 DUPL 1ye t IS'-B„ 0 220VE RECEPTACLE LO OUTLET I n M 14'-9" 13'-O" 10,1 QUADRAPLEX RECEPTACLE OUTLET HALF HOT RECEPTACLE OUTLET Q- WATER PROOF RECEPTACLE OUTLET REINFORCED CONCRETE RETAINING WALL 0- GROUND FAULT INTERRUPTOR OUTLET W/STONE VENEER. SEE DETAILS L HIGH HAT FIXTURE LLL HIGH HAT FIXTURE LOW VOLTAGE \ L�< DIRECTIONAL HIGH HAT ui SURFACE MOUNTED CEILING FIXTURE / \ SURFACE MOUNTED WALL FIXTURE /4" D SURFACE MOUNTED SPOT LIGHT _ _ _ _ _ _ _ _ _ — O p5 DOOR SWITCH / \ \ SWITCH DIMMER PH TELEPHONE Lu SII; FILLED — — \�— — — — — — — — — — I m W AREA Y / TELEVISION .p 5p/pD SMOKE DETECTOR / —� I pp SURFACE MOUNTED CEILING FAN z n SURFACE MOUNTED FLORESCENT FIXTURE UNDER CABINET MOUNTED FLORESCENT FIXTURE _T SURFACE MOUNTED LIGHTING TRACK 1 EXTERIOR WALL MOUNTED FLOOD L16HT II - / • I . . I I I EXHAUST FAN I — J I I 11 I I 4" THK. CONCRETE SLAB REINFORCED III I I I I FILLED AREA Lm I • - I ---- I W/b%b, @20' MM. SAW GUT CONTROL JOINTS s20b4 SII I I I I _ J — I III I O I 10 �e THK REINFORCED CONCRETE II I POST ABOVE ON y� I FOUNDATION ON 24 W. x 5" H. NII �- I I _ • 2'-O" X 2'-0" I REINFORCED CONCRETE FOOTING. III 7 I I I " I PROVIDE DAMPPROOFINb t STONE GONG. NII - I I I X12FOOTING VENEER, SEE DETAIL I � I 3' " 6 I I RETAINING WALL. -10GONC. I 1 I I I SEE SITE PLAN ENLARGEMENT SHEET 42" CID MNTYPGI FOR DETAILS G 11 Z L - - - - - - -� � Q I FUTURE BATH / 1kW ELL PINE STAIR I I I I J I / WkG TINUOUS I VERIFQ' OCATION OF I I I I CONCRETE SLAB ABOVE J II-T/B" TJI 950 DIG. OG rrII ,^, i I // H IL ON BOTH PLUM9IN WASTE W/5TEP5 Q 4- LINES 'I FLOOR JOI TS ABOVE I )p 117 5 BELOW LAB PRIOR TO I " ' P/ \ POURING CONCRETE SLAB I I ID DBL -LVL ABOVE ,-yr m +\Q� I �� I R-I9 BATT INSULATION ABOVE - i I I 1 ", i I I I/ I� I l I Ick I . `� LLrr FF -4 � 1J� LL�- I i III EASEMENT I �U LINE OF Fumt PARTITIONS: I II UPI I I I'Y-F� I I I 1 , I I — — — — - I IW / j� 2X4 016' VVI, GYP. BD. BOTH _- _ 1 I I I m /i%�\ I I I 11 I' .I I " ' �i I ad Z' Iu' 4 rl �I w L® —+---J \ \ —_ - -L 4605E t =-I I I I o o J / I SIDES (7YP) N " J I I --- I I IFILLED AREA I I I � � � � m 5,_2,. I �; IB,_`-y2• �\ �I FI \\ �� � I I I I I I I I . I 0 I � h W J• ?T � � � i _J � W. UEEEE LL SII I ---_-- MECHANICAL j �LLp� vvv SUMP I I —I — — — —I �' — J W 10'-b" B� R Q ` \ DBL,LVL BELOW WALL m \ _ �•- - O I HOUSE SEWER LINE _ Q F• u III n I Bol JER WATER \\\3 LVL 1 N < OIL TANK B-2 HEARTH TO FOO II II / I 7 I I I _ — — — — 1 III 1 / N OIL TANK I „ L — ) 2X1 FADER --- _- I / IL FILL LINE - &_JI I - ___ _ ____ __ ____ LSI ' J. - -ASH PIT � . . -- -__ __j 10 ----- --- wc,, . rT >r c I I I NEAR / I I I �' I I 8, 6'_b•, I— - / - 9 LVL _ I PItOVID »4 RE AR o 6" ( +�.�• � � /�A. WAY IN FIR PLACE I 1 FII BASEMENT i i FILLED AREA i I ia3a° CONTINUE REINF. CONCRETEI •I f+r= RAG / I r t(• WELOW ALL BDOOR OPENINGS I I I // Al I I JECT NO: I I 2'X2 BLUES SLAB PITCH TOp� K I �� � m �I 7 I RE VIDEIDRAIN I I I I 11 10" PLIE LOCATIONS TYP. in RAWN 2202x in t!T b I I REIN . GO / i I LINE IN SLAB I O-B 2 BY. I FOO INC W/2) w{ TEFL -_ 14-qU2' - 14 .2-- REIF RGIN BARS — — -----U ------------- --- I 1/31/03 L B"xl GONG WALL `r B GE I (S) 2X10 HEADER (5) 2X10 HEADER — J L — I I --- --------------- — — — — — — -0 k - — — — — — — — — — — — — — — — — — — — — — — — — — — HEFT TITLE: I„ NOTE : CELL SEE SHEET •b FOR DIAGRAM SHOWING RELATIONSHIP OF CELLAR W To FINISHED I 30,_0„ PLAN it O_p 14'-9" T'_-�/2�� GRACE (I.E. _ .OWING THAT CELLAR AR IS MORE THAN O% BELOW 6RADF. PER CODE) 3 B r 01-4" ti SHEET O: L CELLAR PLAN 3 SCALE: 114.. _ V . 0.. !I :27'-6" b B'-55/4' 9_55/4_.___ _5_I0y4" g_B I/2 5'-IOy4" RE MOVABLE MAHOGANY 4" STL. PIPE COLUMN RESTING ON P NELS W/BRONZE SCREENING 5 ELEVATIONS PROVIDE FOUNDATION BELOW, W/GGA BLOCKING AND Ix RILIN6 AT EDGE OF WALL PAINTED WOOD CLADDING (TYP) 0-5 CASED B AM (5J SELF-:CT 51 N6 E LATCMN6 SCREEN W PROVIDE HD5A SIMPSON HOLD DOWN � P T DOOR m Z CLAMPS EACH 510E OF SHEAR PANEL PROVIDE 1/2" PLYWOOD EACH SIDE OF WAL LIn TERRA E (2J 2xB Q - 1'� T �2 J is O o G r/ m a STONE PAVIN ON GONG ry x�n A\0/ pl In cn 'I SLAB, PITGH E DRAIN AS p 0 O W1 Klenzle 5 ems PER 517E ENL kRGEMEN7ui PLAN F w 0Ab UI ROOM oa ° / 1 m x _`__-__-- -_ 171 ' I HER (5) 15/4 . 11 /B LVL (5) 1 3/4 x II 7/0 LVL DN 103 Iy 7/8 TJ / 3�50®€fi O� /tl 2x5 C.J _-_-/ uj O ! __— - - - -_ m _LINE of ROOF ovERHANb ABOVE PORGH STONE PAVIN6 ON GONG SLAB. SEE SITE III' N ROOM I p ENLARGEMENT PLAN In WOOD FLOOR O m 11 III B\ - DN NIAOO5TRUCTUREAL BEAM GAPED - I p _ CERAMIC TILE FLOORING 0 m W/WOOD FRAMING f GYP. BD W ON CONCRETE SUB-BASE (5'22xi2 W/(2) I/2 x II STL PL OR L DW o __— - - __- (5) 1 B/4 x I6 LVL I w m m PRO✓I DL HD5A S�MPSON HOLD DOWN — -J �T G_AMPS EACH SIDE OF SHEAR PANEL �� OD GAB NETRY SEE 5PEG'S ry 10 (n �YWOOD EACH IDE OF `\ G - - _-n—_ _ D TER OR W — -��____-_-_ AND (S) IB/4x117/B LVL — SNIT T/B TJE/ % OL PRO'✓I DE I/2 F -. ATIONS _ ( J 2x6 OR, 5 ln' srL c - - 6 P BO. PIL TER W/BASE M ! �� U a APITAL T MATCH O ® 16" OG _ , -- I 111 F EE-STANDI COLUMNS m � I LINE OF WALL OF 00 I R� V / DECK ABOVE -- \E� i T F _— POSTS p . . m - ` ( I SOLID N - 6a 711 TJI UPI 1 RPLYW�OD F mI 41 Z. O( I - I j ATHIN6 - ONE n � I ��� IIr= JI 6 O WALL - fA Q • m IL L WI SIDE OF n II> ,I'I , ® 1 LV_1NNr� >II' > ml ml 6a- m - ! 1-I > ' J m - / OPEN GEILPI6 ABOVE - n' ROOM r _ O = 2xB OJ Im d I Q m x O _ 101 1 - -- ON _1- _ ON r > L- WOOD r I - r n l _ x 12'- I I - W J w z w H A l r - - - - - p q 1= FLOOR a — — J u 1 _ = LL x 11 I I _ __- — _ - LOW CEILING _ j I n mI m BLoGKNG- I m (4)2X4 m IOB m GERAM TTILE ml GL6 J5T5 ry W Iry I v m p O p mry Im J - `L W • r I I - I / m I L "I > POSTS / Q F- • u u Y m ON -r-_ _--- --- - _ _- I- .0 GLAZING, 55% FL AREA I _- 1 I I TJ1 109 __G{}p,�cj.- - 1 m -� VENTILATION IS% FL AREA I - - - --� i I I EL r m -� / (4) 2x4 POST II -SS _._ TS� 0�� 0 I_. 5---- 2 N 2 <v 6., 2 O O O /4 m 2 _ ua OOM- --- --- --- -- -- - -- - - - -- In - - - VL I a a^ T (S) 5/4 x II VB LVL O I2 LVL _- f m _ - Fl \ - // --- -I - - fYU 2 CERAMIC T�LF O 'e 6 > ON RADIANT GONGRETE STONE SLAB UP VHOLD POV4N HEARTH ry A 102 GASD OPENiNO CLAMPSG SIPE Or SHEAR PANEL PROVDC 2PLYWOOD EAGHSIDWALL --MASONRY 11 gB50 0 16" OG2A/FIREBRIGK LINING. 5EE .4-0Yp�Sole. 91 Mimi r 1J DC-TAIOS ELEVATIONS FOR o m GL6 4o1sr ll PROJECT �_ m r p \ -- - -- ' N02202 9 IN ` � x �Z �T nDRAWN BY. In �� x m WOOD FLOOR - r. w ROOM � In ROOD FLOOR WOOD' ME ST IRS `� I UT AND 4r / in CHECKED BY: myy GLAZING 45% FL. AREA GLAZING 20% FL AREA -I/2" THK REMOVABLE MAHOGANi' TS II m VENTILATION. IS% FL AREA VENTILATION 21% FL AREA d PANELS ^'/BRONZE SCREENING AT n f STONE PAVING ON SLAB Hii I EDGES 6FREATER THAN 30', �!- 'I/3'I)L)3 1 r SEE SITE ENLARGEMENT PROVIDE MATCHIN6 RAILM6 U _ S O b — 14'-2 1a_B.. _ PLAN FOR DETAILS \��L 1 BETWECN 0.�� 1(4" - - -- - -- -- _ _ SHEET TITLE: --- - - -- - - -- - - - - - - - --- - - - -- -- -- - -- -- -i -- - - - --I PH 0-_6:2, L1/I_ _ I x II S (2)2x8 MIN HDR FIRST FLOOR G. 5'-�y2" $-bs.-- PLAN 2 LVL (ti"!IN) eELo✓v Posrs r 50-0.. �'" �,✓ SHEET NO: FIRST FLOOR PLAN 4 SCALE: 1/4" = 1' - 0" uj Z 0 Wuj Z O S Q -TOILET o _ 20 6D II � � I 6LAZIN6: 25% FL. AREA O (fLI VENTILATION I6% FL. AREA II 2x10 GJ O _0 x MASTER- BEDROOM �3 N BATH -Li OI WOOD FLOORING 0 - 0 0 12'_10' RK REGE55ED MEDICINE PROVIDE STEAM UNIT FOR CABINET (TYF') _ SHOWER 1 SEATuj SEAT I II II 20 II m m II UIQ 20 ba II U CL 20T U SHELV S �� 09 II 3 2x10 , _ MAHOGANY DECKING ON GGA SLEEPERS 5/4" (B)2w10= : OVER WATERPROOF MEMBRANE ON 3/4" I3'-2" ,p 4'-B" 3' " 2-0 �' ° '-10' - SHED ROOF PLYWOOD DEGKIN6 PITCHED TO E06E5 N : ABOVE •J - - I I B TH � O 20 In D MAHOGANY HANDRAIL ON PAINTED HIGH CEILING IN CENTER 201 I W m Q WOOD RAILING. SEE DETAILS 6 SECTION SEE BUILDING mSPECS III I SECTION IN W ° MASTERWIN SEA Lu BEDROOM — 1 ON 4 0lL.AIDIN ' I O WOOD GLAZING: 29% FL REA m N FLOORING OPEN TO GUP/OLA m 1 O IRO I, fY VENTILATIONS 25% Fl- AREA VE I B 1x TO FOYER_ Rill GE W t�1 "ry O ry m LINE OF WALL AND ROOF ABOVE — 0 `/;-^ d U d ' •D m m W 'i' I— p _ W/ (5) 2X12 HEADER p x O m n �9�^'✓� I � - / \ - WOOD WOOD RAIL IN6 D FLOORING ry k) K (9)2x10 SEESPEGS. O ml0 2x GJ m 26-6 m ry at! Z . ° I TOA 16 MASON ZY HIMNEY PROVIDE 0:_4) H (A Q• q hl 1 REO'D f RA 4IN6 CLE RANGE5 \ I J a Y O - - . 13'_2• — — _ _ � - I T' Lu J• C '� x OTHERS - , 1 _ 0 6D BATH Lu . _ 1 W • d ry F ZLU . L_ _J � 2a be ' 32x10 � 213 �m 216 m m 11 20 be II � N II be �jv % i1�1p�J n rl CL III 214 217 T { \ j II FL AREA 6LAZIN6 Ib% FL AREA O VFNI LA7I0N. 10% FL. AREA VENTILATION: 10% FL. AREA SEAT x BEDROOM #4 BEDROOM #5 o ry SEAT = WOOD FLOORING WOOD FL7cg OORING ry - SE A©� `" o � �....• Dj�yw In S ,yam STC: N 1 � 2x10 GJ III (� 215 m 2IB II =° 6DPROJECT NO: H n) 2xe 2202 = " DRAWN BY: w UT HFCKFL) BY: TS DATE- - — - 1/31/03 C "r (2)2x8 MIN HDR 11 1/4" = T-0•• NOTESHEET TITLE: N ALL AREAS SHOWN W/CERAMIC TILE FLOORIN6,(EXGEP7 LAUNDRY) 4'-6" 4'-O" PROVIDE RADIANT HEATING IN GONG 5UB-5ASE SECOND FLOOR 52'-D• PLAN SECOND FLOOR PLAN SHEET NO: SCALE: 114" = 1' - 0" 5 p I „ r. ri�r.1FNT�{F 4� 1rr N r � I �. A PROVIDE WOVEN SHINGLE GAP AT HIP TYP PROVIDE ALUMINUM GUTTERS ALONG THE EDGE OF EACH PITCHED SAVE, 111 I'",t ''fIx�r +twiMyl MATCHING ATGHIN6 DOWNSPOJT5 IN APPROVED LOCATIONS, GSITEPLAN TD ' SUBSURFACE DRAINAGE SYSTEM AND DRYWELLS, AS PER SITE PLAN. !' (, "Fl rd 41mflAw!y (i PROVIDE LEAD COATED COPPER STEP uW jFlid FLASHING AT INTERSECTION OF ROOF AND WALL 1' , ,J 3 l S 1 a (TYP) z t0 4 /,, { t - . .... r ti { n I " ___ LINE OF EXTERIOR WALL BELOW A , �{ I t ' -r n a, I w - I I l I I . I� �:S• I II II I' r . e+,o I ' i II I' I ON WOOD ATH PERFECTION CEDAR SHINGLESL - ' EXPOSED TO (WEATHER ALTERNATE! ASPHALT SHINGLE ROOFING ON 50M ' I: lig L� � )$ I I I 1 � i 1 I �t BUILDING PAPIER ON PLYWOOD SHEATHING I � 1 _ 9�)Qxl I �� I � � III 1 II � I �, I N „ I 1 1 III 117 I {{ 1 { I I d• 6 1 11111 I I I � t!� 1 I I t in r PROVIDE VENTED RIDGE GAP (TYP) I Ill P r M %I ,.:" �, ti 1 Y' I F. .A . III 1 I , . I 111 1 I ;w I ISI I I I II I 111 I , r 1 111 � I 11 li III � Ffr at4 I d�, I it I r'd t i I ( III II � ! _ 1 11 B� wlll °. li r L L t l '1 — T f 11 M" " _ 1 I ly 1 ('a l I rt.+- E 1 m I � II I I I I PROVIDE ALL REQ D 5TL FRAMING ANCHORS AT CUPOLA ROOF FRAMING l II m XT 2 - P EXTEND Xb BUILT U FRAMING A GOR M T NERS,OF ___— - - U LA R ROOF FRAMING DOWN Tp LEVE OF ��d' � - CEILING FRAMING BELOW. PROVIDE 5TL. FRAMING � I O III 0 G OR5 A5 EQ'D AT ALL GO NEGTI N5 O IIi 1 I J I I 1 _ t II { O IN -�+ ROOF OF CUPOLA W/ CEDAR SHINGLES _-___- _ _ ___ _ ___ -T- 2x I 1 R AND DETAILS TO MATCH MAIN ROOF - _ — -_ __- -_-__._ --_ - _ y ,y, t I � ZxIZ OPEN TO STAIR .. RIDGE_ _ _ _ HALL BELOW RIDGE I I�, m J � Lp o - � -- - . r 701 All 1 r p I r VII` °Yt kia ., t� � p t ORNAMENTAL HEXA60NAL SHINGLES IN GABLE END ' =r 11 TL _ Y I JM NB MA7MOWOI1'Wrt--�N^M* 1 ' G'� ) 'ti a t� h � _ a � "R z2 'r p1 h ✓��, r �'° �v ✓� � r, r � I' ,1 �I i _ _ _ _ _ _ TOP PLATE AT DORM M 4 SECOND If f�lY"\'Y"�. I� r4 _ _ — _ - - - _ - - TOP PLATE AT LOVER CROSS 6,Ad,rt'. ' _ h Si I 4" „ CEOAR SHINGLES W/6' TO WEATFEIt LLJLL — — _ — — — TOP 9UBF100R AT l x y, v EfONM SCAMNIN6 IN RaTOYAd.E I t� t r ✓ + $ '�nr�� k mAHO&ANY FRMS. 519!&vw%. Loren Y � SEE FLOOI! R.NiS FOR WNDONl3 BBi11ND 9G14d4N PANR4 OR OTFCRINI9B INVISIBLE IN BUILDING ELEVATIONS m TOP SU_FOR AT_FIRST,FLOOR -------------TT-----------r--rr----- -- – I� -- – — – I– – – TT – — – —1— Tr – – 7— – – — – — – TOP MA�oNItY Fa1NDAnON Wr4J JI IL 1'-1 / Y ai✓ . 1 1 l I f 1 i 1 MASONRY POUNDATION WOW I P r F' IdHr E1L OF MV911NO 6RA 1 I I MASONRY FOUNDhT10N BEYOND I I I PAGE Or MASONRY'RBTAIHIN6 (p I I. Ir IAl, I 'YAC' r------------------------------------r1 h I I I WALL WIGULTU4M STONE FACING li 11.,+ u,m of ,r r a3Q At I ------ -- --- -- i--- -- --- --- ---- -- --i.- - — _ � IM. i I a rr F f — —F— —{-- L _ _ _ I_ ----- e +rF to 6 a, r+---- T J J LI IJ ' 1 rr 'N L L-------------------------1----------_------- — ---------_-1------- LJ _________________L______________ ____� I I 't1Jyr +tr,� -------------- --------- SOUTH ELEVATION - r SCALE: 114"e 1'.0" F I / s lisp �N`AIh{, F ! IIM1'� P SI>a 6� , � xkr !,. ✓' - M,UfIMIMI HEIGHT OF MAIN ROOF - ,rM1 r a. 11 7 1 , ti 'F44ta - J k � i A11"'I _ vxr a _ _ d _ .. _— — — TOP PLATE ER AT DORM4 SECOND FLOOR 4+ r - -_ _ - - - - - —- - - - , t r . . y111 lll� ?is' "�sMl' dN _ _ — TOP MATE AT wv�x CROSS6ABLe -- - - h L PI j l rd� .tAY '.d r 1 { w 1 I'�1'IM1mA i:jv i6� Ill£.Np InN.V� 7�' .y'IwLFI'll'd It ill l i xy��Y�ll� of �i - I :IYt '=q�p , h _ t p [ R ._ F �• Yw1 F �� i I� _ _ _ _ _ _ _ _ _ _ _ _ — _ _ _ _ _ _ _ _ TOP PLATE AT DORMER 4 SECOND FLOORj S` nr ti I' - ��� 9 Il yi hn � R 1 - _ - _ _ _ — _ — _ _ _ _ _ V TOP PLATE AT LOWER CROSS SABLE 9 BRONZE SCREENING IN R040VABLE TOP_SIIBFLOOR AT SECOND FLOOR _ MAHOGANY FRAMES — - _TOP SUBFLOOR AT ROOF DECK SEE FLOOR PLANS FOR WINDOWS OBSGMRED BY SCREENS OR OTHERWISE INVISIBLE ON RAILING ANCHORED TO MASONRY PIERS AND STONE TERRACE '66' 141614l KAILIN6 8Y J.6. SKAW SERIES qw, HEAVY DIM RAILING IL OS ISOTTOM MAIL 0400, f:� PICKETS AT A-IM"AOC,�C.OLOM'IWdi BY OYPICt I! lyE' , pl R, Y} J, On IF TOP SUBFLOOR AT FIRST FLOOR _ _ _ TOP MASONRY POUNDATION WALl G N�1 'Iq 3' L . �� -F✓,� S,ti- i`'_��-.-� '1 _��_ � C:� '���'r'"^'�li`_,- � ��+�_F"r.'-+1-tib^.+'.-.t. Y � '.l'�^ �``^-0�-�'+^_v i .4�.-ti ..� =�- 'Yl _ -- _ _ i �_ { Ai Y ./�.,...�-� .�-'t •-.�-�. _.1_. -� v �,� ,.5: v .�"�, ,.�;'u 1..". .1"r�.t"��.'l-' _'�*.v.- J7` �,.1 !'"l j.+ `/, i . Y .,,y-�, ` ,-r' .f`! �_s... 'moi e 1 ) CULTURED STONE FACING ON MASONRY -+ ,/ . :.✓ rr-" _� p- - o-'.,,- -e t,.•.i- » f�l., i-. ..-r Y ! � y��[]�, '.1�i ✓ '�'`bV 'J 7 __ 5,� l h'� xy ! RETAININS WALL ts-.-. r-. n-.;:�-sem i �=•rim-• v�-.. ��?-- ���.'%`�C�.r-�``:�-�y:v�^I'_'. f7,6,.,, F '-)-`` ' � '} � � �^"-,��``r�-}' 'Y �;, Y .f'.. .�r '� V' Y °-. '`a� � 1', r`�` 4Nx i'� �_ -7 '-'/�- s1 I ✓-•,��' 'y' r ._!1�' e'ti..rTl C, -`(� ?'� Y l'r"s� .ti.'i' � �� 1.Y,._l a..Yl-}^. liT-I"_:_ ® ti _ f J Y "4- '� ;�-�-v �.� �. _�' �.,- S' 1 � -�,1� '✓'- ;vim--l-. r ,rr ,=:,�_ ,C%� � . , ti'T.�;;^,� � ,��y -i.- � I `';'-! �i _, _ r,.- ,! .,� ✓ �� '! •�.(� � r`. ,�Y t-' ... �,l-l. � t-. �,J�Si� y�r�, y-�r�s A� tl� ._��'�i�Y I �.(� � .'lT';�('!�.-. _ � �"�-•.�•-+.�_ s!'`�2 /'�� I e*. i L ! _!i' ��' 4,�11y ,-.F%'u� _,-. --�- _ i�'.if` -4.. Yr-,. :2t'� /` �.,-, Ste'-' �C--•� y-�� yi I"5_yY Imo./Y '*,.�v'`t'-�`(-(!"'� y -�. .--(i�' 17� '�d-a.,- h^ r ",�.+. �� if: �, lY 1k Fr {y( ', fl, 1 �� ,.Y(Y I» '1"I� } r-{- r � ✓^ l-i� l^�'TI V'.'�" ^i" ..k'' ( ;'-4 I .i�-'T.r?'!�N'-�' .,'-�.a-�,r�,�� t , '.� .^-v 7"(s�. I I! Y ', f - '-- - - OP SLAB - — - - �" L --------------------------- - _------------------------------------------------ F , EAST F1 Ea[ATI O N KALLSA VENTING AT SOFFIT NG ON CULTURED STONE FACING ON MASONRY Q; PWLL 'NOW PERIMETERF��� L-____-� '.- l� SCALE: 114"-V-0" WALLS PROVIDE VEN I WINDOWS ON CUPOLA. Od Z M. CFiIMNE'f W/T}NQiI-WALL FLASFIIN6 ''� 5� I8' CEDIAR SHINGLE ROOFING W/5-1/3' E)WOSURE ON l if WOOD L./ATH ON WOOD F KAMING �+i1i Jw ' r _ _ - TOP PLATE AT DORMER R SECOND FLOOR I r1 If FAINTED WOOD RAILING AT ROOF DECK T TOP PLATE AT LOVER CROSS 6ASLE BAR, Gfl� k b I � Y Y, I8' LONG CEDAR SHINGLE SIDING W/8' EXPOSURE ON J1t Po l,� SOM BUILDING PAPER ON PLYWOOD SHEAT INS (rYP) TOP S"LOOK AT SECOND FLOOR Eh J 1 TOP StAFR LOOAT ROOF DECK - - - - - - _ - - _ - - - - - q ttl ! n ' a�E 1ia �I fi sl i ffi y i ti, i7� ImS 'V' I ! 44 W1, i, t ! 1 ry,l sl Isnr JaAV, k"i„4�! � � ,✓'� k . �"� : M1�.�5�, I I PROVIDE LCCSTEP FLASHING AT INTERSECTION OF ROOF AND WALL AT CUPOLA I ” ' EDAR SHINGLE ROOFING ON ,WOOD LATH. 5EE ALTERNATE ON ASPHALT SHIN6LE5 ON 30# BUILDING s <# PAPER ON PLYWOOD DECKING E: uir E E 71H IT - t✓T 7,- _ r ATTIC - - - _ It ;le - --- - 3/41' X 4' WIDE PLYWOODn DECK IN MID-SPACE (2)2X10 = ap`flT 11 HEADER AT - k YFh -- - -- r DORMER Mrl BATT IN5ULATION ;, Y,� TOP PLATE AT DORMER 6 SECOND LOOK I 1.. fi , AHS TOP PLATE AT LOWER CROSS SABLE77 6YP' sv + LINE OF MAIN ROOF PROV I E STL. FRAMING RAFTERS BEYOND m -- ANCHO 5 A5 REO'D PER u - - SPEGIP CATIONS ROOF 5HIN& - ---- -- - GL BEDROOM # BEDROOM #5 sHEAT,HIN� ON '2X8 0Ibt' ItOora ', ' TOP SUBFLOOR AT SECOND - {, h RAFTERS FLOOR --- --- _ TOP PLATE AT FIRST _ tL !IR! � i � 'M1tG ^ Ln a !91� 12 FLOOR ��- —�- --� � r `q� ytJ .a, /wpIS� 4 A �yy , II _ R-19 BATT INSULATION TQP OF SUSFl OOR AT TAI Lr,r , CEDAR SHINGLE SIDING ON _ ® -_ — — — — — — — — — — — — _ �� _ __ _ IR f1Nt�l , r !s, PLYWOOD SHEATHING (TYP) — FE I FINISH�c. . ' PRE-PRIMEp �EAp�D � ' - - - PANELINs aNpe Llril " ' O — - - SEE INTERIOR STUDY EST " - - ELEVATIONS � � ROOM It LUE5rONF_ PAViN 4ON „ THK,,RgINIbc� _ cE t ' c�wC_ sL I ED 4 a TOP SUBFLOOR AT FIRST _- -- 'k ' rodJ , a ,Yrr rh ,r TOP OF SUSFR LOOAT 1'Ii FLOOR - -- - �_ _ 51` TOP MASONRY FOUNDATION WALL _ _I' -' " - - STEEL BEAM R-19 BATT INSULATION � TOP pf� pAVIN45l 4',r �SrO , , PROVIDE 4" 5HINC7LE FLARE 6RADE BEAM OVER W/BLOCKING AT STONE DOOR GULTUREb 5T0N 'QaACINcS ' " +s ON MASb 4 Yll UNtY AribN CLADDING COMPLETE — , PERIMETER, EXCEPT AT - 5ABEMENTG TERRACES s WALL, v° PAGING IP Rdu4Ud4k3 4�!. 4' THK. GONG SLAB REIFORGED W/bXb, Il � 10/10 WWM os�M TOP SLAB IN BASEMENT <<,; SEE PILING PLAN AND DETAILS FOR CONDITION AT FOOTIN65 AND FOUNDATION ° 4 BUILDING SECTION "A,. SCALE: 3/8.. _ V - 0 ' F ';y jl4 ,r,Y!'.'�'` � 4'ry. Y i'" �{,f fl��d� J .a,-�'il� ,!i-�= ,•I � A '� l7 0+ Toll s t vxs fan �I N I i �rga ,efViii 4+ a pial 11�'I z. k RIDGE VENT iy p --- FIBER6LA55 BATT INSULATION IN 2X10 CEILIN6 JOISTS AT 16" r i CEDAR ROOF 5HIN&LE5 ON WOOD LATH ON r ROOF RAFTERS ®16" HURRICANE CLIPS TYPICAL ALL 16N BOTTOM OF CEILIN6 JOISTS 16ANTER6ECTION OF RAFTERS AND WALL ti FRAMIN6 AT CORNER. PROVIDE REQ'D STL. FRAMIN6 ANCHORS AT JOINTS ' d '+ ' TOP OF BEAM AT PORCH , ATTACH LALLY COLUMN TO BUILT–UP BEAM TOP OF CEILING AT MASTER BEDROOM PROVIDE PAINTED IX6 V–GROOVE SECOND FLOOR POPLAR PANELING ON CEILIN6, �; " W/BUILT–UP ORNAMENTAL BEAMS AT i iF � 4" DIAMETER STL. PIPE COLUMN 4'-0" ON CENTER cv7 ANCHORED TOP E BOTTOM, W/ GGA to TDP PLATE AT DORMER 6 SECOND FLOOR BLOCKING 6 Ix PAINTED WOOD CASING q IX4 ON 1X8 PAINTED WOOD FASCIA STONE PAVIN6 ON l CONCRETE SLAB ATTACH LALLY COLUMN TO CONCRETE WITH PAINTED PLYWOOD SOFFIT 1/2" DIA x 18" ANCHOR BOLTS 2 PER COLUMN W/VENT AT OUTER EDGE t GRADE TOP SUDFLOOR MAI, R O . AT FIRST FLOOR B� �M WOOD WINDOWS STONE VENEER MORTARED TO ! CONCRETE RETAINING WALL Q FILL AREA BETWEEN — FOUNDATION WALL AND REINFORCED GONG WALL W/ 2 #4 ® � RETAINING WALL 2" HORIZ. AND 2 #4 ® 12" VERT. TOP 5U5FLOOR AT 5EGOND FLOOR 6R DE TOP PLATE AT FIRST FLOOR O � th WOOD FINISH FLOOR ON 5/4" REINFORCED GONG GYP BOARD PLYWOOD DECK ON TJI FRAMIN6 FINIHE5 ON F005 ®I6" #4 a 12" W/ WALLS AND #4 ® 12" O.G. AND 4, CEILIN6 O r 3#4 CONT. 2 vN ROOM FLARE CEDAR SHINGLES 4" OVER Ir RETAINING WALL DETAIL CULTURED STONE FAC N6. PROVIDE �' z 2 BLOCKING AS REO'D. REINFORCED TOP SUBFLOOR AT FIRST FLOOR f u% MASONRY GRADE BEAM HEADER TOP MASONRY FOUNDATION WALL � �I 7u) � a dU` 2 1/2" THK OVER DOOR u, B" BLUESTONE COPING f '�/ CULTURED STONE VENEER NO INTERIOR FINISHES ON MASONRY WALLS ANCHORED TO MASONRY STONE PAVIN6 ON IN BASEMENT LAID BLOCK BELOW SUPPORT RADE RY k CONCRETE SLAB dq m was r 4" THK. REINFORCED r GRADE CONCRETE SLAB STONE VENEER MORTARED TO CONCRETE RETAINING B�cJ�M��-r 'k, ig3tio �f REINFORCED GONG RETAINING WALL TOP SLAB IN BASEMENT O WALL W/ 2 #4 ® 12" HORIZ. ANDj' 2 #4 ® 12" VERT. PROJE�,;NQ. 2202` 1 GRADE _ DRAWN 6Yp UT E, PROVIDE 2" THK RI61D INSULATION 24" 4 ' 4" d VERTICALLY AND 24" HORIZONTALLY WHEN Q m BASEMENT SLAB 15 FLUSH TO GRADE TYPICAL DATE: 4737�OJ SEE PILING PLAN AND DETAILS REINFORCED GONG SCALE: , FODTIN6 W/ #4 ® 12" O.G. AND 3#4 CONT. SHEET'TtTLEi t1 1t IN SECTION B BUILDING SCALE: 318" = 1' - 0" BUILQ' NG RETAINING WALL DETAIL SECTION �� r E SHEET N0: �1 y � dito n.'1 l r I k t t { 1 tf '!s ro"T'f 4, {, d . A3 s " 11'xA oy�yN ' n, �n ROOFING SHINGLES ON r r P CONTINUOUS RIDGE VENT 2X6 RAFTERS TJ 12 a 0A M 1 �itBl �d14 d+k iF +.. � qp (3)2X8 HEADER ?q/DBL./DBL. + , TOP PLATE TIED ',` ryes 'gip, �3' TOGETHER AT ALL , 3/4 PLYWOOD DECK 4 FT. WIDE IN CENTER E TER OFA 1'tl G CORNERS SPACE ti ip -{� TYP. BUILT—UP FASCIA W/2" OVERHANG W/CONTINUOUS S �r d V.4 a ® ® VENTING AT PERIMETER �� �,lr 4 A, ilrl5 ,14.a ' lw P Vlt E Cd NTI'N OU5 VER ICA FIR II rp AlCO NER5 ANI CE TER PI PEN TO CUPOLA OVERHHANIS TON MATCH NAVO '$QN1�J IC:wO' a; of,#a " if M LID 5 F OM OF LAT TOf S ONE FL OR EILf 15 J IST ABOVE W/ TL. RA IN6 NG RS T TI G NNE TION IL F R— O TT FINISH , atV> '.4` I'�''• IN LA ON TOP PLATE AT DORMER # CEDAR SHINISLE- FINISH OF 5/61, ECOND FLOOR SHEATHING SEE 2ND FLR. a' Mi , " PLAN FOR !SIZE OF I IT '.1 1 HEADER ,�, �� ' a P. BD. FINIS BD. 1 ril , , e ® ® FINISH ,i,.l.l ❑ .. PROVIDE PAN PLASHING OV!'N! $11� 'rANp Ihj'�"iO # ROOF SHINGLES BELOWTrim,! EDR OMU 'r Q p' f ❑ BEDROOM #E Z; � I rt A�,r� +, j1t4s ❑ ❑ 12 GEILINGON 2XG ' IWAINTW ft;A6lCC7'WOY9p yar tlW �, >)p rr,rr i 1 TOPLATE AT FIRST FLOOR 4 P IT UE R 3 1 n'� y �i °N4� I ,P °�UK TfJ AM a { 5 ROOM �6YP. ED. R OM ATIP Rd , ,�� ,y� k , FINISH �' �t14 lh�t fff OPEN THRU TO DINING ROOM OPEN THRU TO IV N6 ROOM o GAETED INBWOOD rixrn' ` j i k ❑ i t a 3 4" ❑ ❑❑ KI TG HEN =T k HALL . FOYER X56° �y HI P wtq PORG ❑ SEE IN ELEVATIONS STEEL R,AIpN(p TI ERIOR "fin Ya�4 , ❑ , ¢ $�T,p,�NE I�AVtNEt +�N TOP 5U$FLOOR AT FIRST FLOOR GQNr$R SLf�B TOP SU FL �ry yp a i@d.41 vY Il ��i i i tl*I yb l T �*L`+l4/� AT FIRS l 7010 MA50NRY FOUNDATION L NA L; CULTURED STONE PAGING ON MASONRY FOUNDATION d'� ' '✓,����^y � �OUNDATICAN�IA�,tir, ANG71 r ' 'iy � r I „ � n� �r� tr (TYP) TJ FRAMING W/BATT INSULATION �,Z s,; RETA'ININ$ WALL NO FINISHES IN BA EMENT I y`y,{ 4 v Y/' .� 1 - + 4 REIFORCED CONCRETE ;,� y " v� FINISHED GRADE FOUNDATION WALL kfY oxuwfli 4" THK. GONG. SLAB , u REIFORGED W/6X6, 10/10 WWM " "i BASEMENT YIf TOP SLAB IN BASEMENT .y . ., i77 s Y i T I RA i I v � I a Ifi rr�kti.4 I BUILDING SECTION .,C.. � F ;x is°�a� , I�,i? T, . I. SCALE: 3/S.. = 1� _p.. Kr Np3fi� ITT, 9 � Y,!d ly STEP FOOTINGS AS REO D TO s MINIMUM V—b" BELOW FINISHED , �' ' '(+'� �'ty r + I , T";0 6-' I rI�l ! u ,,.rot u, !' 'id -.f'� � T r P . n r ROOF RAFTERS blb WrR-SO BATT - INSULATION CEDAR SHINGLES ON IXS WOOD LATH by' CEDAR SHINGLE SIDING ON PLYWOOD ! M1 r i r 7 fir- I- OEDAR ROOF SHINGLES K5' EXPOSED _ �- SHEATHING. CUT BOTTOM EDGE OF n TO WEATHER ON WOOD LATH - .-___. STEEL FRAMING ANCHOR (HURRICANE SHINGLES . FORM ARCH. SEE ,M "A,"VI n{?& Tl,r CLIP) AT EACH RAFTER AT OPEN IN { '' CEILING - ELEVATION i aui X r - -FAINTED WOOp IX4 ON IXH BUILT-UP FASCIA n ; PROVIDE CONTINUOUS VENTING AT EDGE BEHIND . r:.,. FASCIA rit s r' SOFFIT" OVERHANG RAFTERS KA/2-PLYWOOD �, m � 7 � ` � IX4 FASCIA _ -•. - = I ' SOFFIT ON UNDERSIDE OF ANGLE "u } I%6 51,1154 -AS—[A FORM ARCH, K5HIN6LES ON BOTH SIDED ' 1X6 PAINTEp WOOD SOFFIT, CURVED TO If CI I tip? Pyr F e r j Y )Vl r r Ir . I%6 PRE-PRIMED T46, CENTER BEADED - 9 �r II I/2" TFIK. PAINTED PLYWOOD SOFFIT - - I' WOOD PANELING CEILING ON :1X6 WB-FASCIA t OLlTRI66ER9 .- � '' r u I I9 E ^: Iry ItY we 1X10 PAINTED FRIEZE WARD OVER -- - - -BUILT-UP FASCIA ON 2X6 RAFTER EXTENSION AT r r ' , WOOD DOOR J'VTRANSOM UNIT r SHINGLE SIDING OVERHANG I _ II tyrll^g ` I r= r I Jar w7i, r rill{ki IS, CEDAR 'RIR' SHINGLES YV6" - -- - ROOF RAFTERS •I6". SEE ROOF I' ! ? ', r r IIF EXPOSED TO WEATHER ON 150 w; BUILDING PLAN FOR SIZES OF RAFTERS s.. ,� r F " PAPlS2r ON 9/0" R.YWOOD 9HEA1HIN6, - . .",.'. . . + ' PROVIDE ADHERED RLBBCR MEMBRANE FLASHING r I aM 2XT FRAMING FROM ROOF HALL JOINT TO OVER WINDOW SILL P- ',,'• `. TO GI6'VALE ROOF RAFTERS CONNECTED y I�,p Y, I TO WALL, VIA LEDGER BOARD, PROVIDE 9TL. FIT EXTERIOR WOOD DECKING TI6H7 UPh- - FRAMING ANCHORS AS RECYD. UNDERNEATH SILL OF FREIOH DOOR r i� {s i v I r � f R I hr P r9 ' SX6 MAHOGANY TOP RAIL W/GANTIb TOP ' SURFACE ii t " , v I Ir ( Ill _ _ - _ - - PAINTED WOOD RAILING A/2X2• BALUSTERS 6 4'. METAL FLASH --. - _ - - ,un I INT OVER WOOD DRIP GAP i PROVIDE 2Jµ TOP t BOTTOM RAILS, ANCHORED SECURELY TO CASED WOOD NEWEL POSTS - .l ' r �, IX4 MAHOGANY DECKING ON CANTED GGA r rl __- -- - - GYP. BD. FINISH ON WALLS 0 SLIPPERS CEILING RUBBER MEMBRANE ROOFING ON MARINE GRADE ofj , PLYWOOD DECKING ON GGA FRAMING PITCHED , I Z'• w ' 1X6 PRE-PRIMED T06 CENTER "'. rtx�r: ,I ' BEADED WOOD PANELING CEILING ,�,,•� t,r' - - - l _ - --- -- BED MOULDING AT PERIMATER OF CEILING ALUMINJM GUTTER TO GATGH -I 1�� T• v RUNOFF FROM DECK ROOF WOOD CASING WrORIP MOULDING - _ WOOD WINDOWS A/INSULATIN6 I%12 FRIEZE BOARD • - ', ' x ry. GLASS GONTIRJOIJS AT EDGE OF BAY 1 DECK I. „ v �rfls I 2X6 WALL STUDS 016" H/R-19 BATT INSULATION B �+'i ' r a , w c. ., r 2X4 GGA INGLES N6 OVER STONE TO iJl FLOOR JOISTS 116' W/Tt-19 _ ,. O BATF INSULATION. PROVIDE c - - � ,.i FLARE ,LADDE9 4 OVER d1LNRED - STONE CLADDING � _ 9/4" PLYWOOD DECKING !i PROJECTNC Z,FVC '" Ill+'I I Iz - - - -- - 2X6 CGA SILL PLATE f .N, O O. - - - (2J05 REBAR TOP OF WALL -- - - - - - FO SHI0NGLES ON LATH ON MASONRY DRAWN SY _ -QT r ,, CULTURED STONE VENEER ADHERED 0 0 TO MASONRY FOUNDATION WALL - 9/e' DIA. ANCHOR BOLT 64' +/- BWESTONE PAVING ON MAORTAR BED ON 'CHECHEPSYl - - - T"THKPOURED GONG. - - - - 4' TW. SLAB FOLMOATION WALL - GATE SCALIL DRY LAID MASONRY BLOCKING AS VEOLIRED TO SUPPORT STONE drffJ VENEERCOMPACTED FILL BETYEkTI FOUNDATIONSHEET TRLR, W _ VOU 4 RETAINING WALL '1 J 7a W�LL - - - - -REINFORCED GONG. O O O GRADE BAEM FOOTING. SEE PILING PLAN AND DETAILS FOR DIMENSIONS AND REINFORGIN6 k' 4fI Ir yp `t i 2 WALL ,SECTION WALL SECTION 1 SHEET NO n 'dl +`7N SCALE: 1" = 1'-V r� SCALE: 1 - 1 -0 SCALE: I� Il�rl= r� !� qtVit`' !J141y T ' i ' ' IPI I R11�'li✓ r/ F1Y rt+i l r "lay l pY - - - - ..,,_� , _'_ _,., r _,..,•� Ha o-v wl1I,'0r 6L + r'F' 15 � Ill i �M1, rl 3 � , ` Gt ft 5 Ir IL irk�n L , 0Ifi'g a i"�) 'Gbf 20-0 20 R y dM khv I 1 lo'-o" 1o'-O° -T lo'- CUt.7URED8T2 5 _ oePACINdsON � FI FOUNDATION WALL CONTINUES A5 FOUNDATIQN,WALL 1 2X8 AT 16' O.G. W/9/6' RETAINING WALL. SEE 5EGTION I • - I ' ' PLYWOOD SHEATHING PV DETAIL 8IJ06 PAPER AND CEDAR I . '. �I+ °r Fv Y „_--------- 1 ... . :•.._ , lr 1i p i L— , Q +I ,I, I I - _ _ _ - - 8' TW. REINFORCED 1 ' I FOUNDATION WAIL ON 5"%16' I I y III " I ° "�^ ^,• REINF. LONG. FOOTING4 I _ I,,' y b( ,9 °�R g a• 'W I� J I , I OVERHEAD 6ARA6E I I ° - �s . �I�-'g, -✓: a �`� ,rta1 1 !,d' of RooF ABOVE EDGE I ,_. I � II-T/a" TJI/ FLOOR JOIST • 1216.G. I � I - ' �. 2?'�}t 1��`�• E I TIE � Q I I 4 I I I 4" TING GONG, V8i6E,PITGH1 TO b!},AQE L Q Q j I 4' DIMETER STEEL ` I — ,�'b^f p I. PIPE COLUMN ON � �. I e tg i l ARA!F _ _ 1 I rt n EN TO I I REINFOR(EIT 4- POURW O 6X6, 1 ( I '4, PH,I I ON EXISTING SIIBSTRA16HT I I I I 1 I ITjt1 �M 4 cz IT NTINUOIY STEEL 6- 0_ I O IN6 — I I L - - - _ _ _ _ I r �w f D h I 2X4 • 16" 04. NV `,! _ I I I 61P.50. BOTH SIDES - — — — — — All (TO W— FO THKNE59 , — Q O I I GONG. FOOTING UNDER I I - V y ' ,�+ m Lr •yr- I - I I FRAME WALL 1 D TI 6 f,J! ; I I I ( I 6 v ,li piy" tTd p" li P O _ TdIL, E,T. ry I _ Ij I-9/4' XII' LVLHE i 1 H Tn ; I D�Z�VEY•!Al".. L--- --- ---- -- —� q SURFACE 13 G 0 ----- ----- ------ ----------------- LISNznr - - — - - - - — - -' - - - _ -- - � PW A PLANTER WALL 1 v 1, ' 1 " ly 1p} �F"M�♦i f "� WOI ,41 (� it SEE DETAIL LOWER! L V � d1 L _ 5 T'-10'� 6 �� O'- 'I SCAL 1/4'" -• 1' - T l0 4'- I . 0.. � ' �2" �4� (,7 o O'- -q 20-0 26 m slF f 7 LAWN � d r I UPPER LEVEL PLAN SCALE. 1/ " 1 - 0" }w 4 O I1 M7!5 .,.i, : LAWN h If i i 1 y f ' j" � I �� � 1 _: z �I - : 2I 4lK BLU) $iONE1'�VERS - -ALIGN 4! I + �%pFJI I — 1 �! � T fi r-,, f - g ON 5/41' MORTAR REINFORG1IN6 TY SIGE14TTI 6 � Jj T-11-1 , aIL t+11 FE. y ioa BEDoN 4" rHKpwa .:7 1rI yly [ 4 �W/ 10/106<6 y4sM Up r - TIT 4'-0" 2X8 FRAWN MING TIED DO - 9LIIG oar Ga , BELOW WMETAL STRAPS .� / 1 r �{POR_.I b I��AL SECURELY TO ROOF FRAMING A LAWN PLANTER WITH 501E OPROVIDE 12' DIA HOLE IN -- 1 7 - 1 ylil fd ^W 'i` B' FOOTING 0ELOW FOR NATER :1I � i ' -- 1 - I�_ 1�-1 1 ,,..r T t'A'Ai I —I 1 �.j' �I_� �I 1 U,;_ �} �y 5Ui 4n 41 x vPp,ry DRAINAGE TYPICAL 1 _ I _ 1 n'I T ! I B e `� PLANTER WALL SEE DETAIL ;'y� y II SE SECTION THRIJ CUPOLA �I LAWN SHEET 15 + q - r i, 1st Vl, •Ua.., }M1 I�. r x� STAIR WITH STONE DRIVEWAY CUPOLA VENEER RISERS AND 2 S = 1' - 0" SURFACE THK 5LUE5TONE TREADS SCALE: 114" tl I. ENTRY TERRACE PLAN ' SCALE: 114" = 1' - 0" tx r I i r ## 1 11 r .ys i4r '4(47.7 td 5 a�4,lVf y 1 s r v ,1 M1 I 1 . v rlvIl� a 'l!amL ,4.Ir 4 1 I 1 Bahl 1 44Y! 1 4 CEDAR ROOF SHINGLES ON WOOD CIDAA¢OOF CONNECTIONS _ _ LATH ON ZXIO ROOF RAFTERS �_ _ / 1 ? i VIA It FRI l E - -� - /_ -__ �.. I'I CEDAR 9HIN6LG9 YL'6`sJ- EXPOC�I�E _- —___ -. _.._ -' _ __ _-� (A> .--' 1 �-�� OVnrR AND LEADER (BEE SPECSJ GI1T'fER LEADER - _ _— __ 6'-O' HIbH 91iOYiER ENG � - - --_-__- - . - .- . --- . . i '--'- . - -_- . - , � , _ — __-. _.__ - LpSURE OF 4X4 r _ _ - ' TERRAIl C ° FJI'1 BIJ?6. PAPER ON SJd' PLTlb90D ___ ,__ ._ - - - --. ^J _ - . -_. _ ., .__- (SEC SPEGSJ ___ _ .._ . ___ - S _ CORNER POSTS VI GGA HORIZONTAL 1 SNCATHFIB ON 2^ab FllAlEt16 AT ib' SIDING WOOR2... - PLANO SHINALES TO COVER STONE mm., ___. __._ .— _ _-_ __ IXb T�6 VERTICAL CEDAR W PAGIN6, SCL" SECTIONS FOR DETAIL! -- _ _ --- - lel 2.. .. _..._ _. - . . — .e.. CO 1 CONCRETE F rAINl6ARA6E VO" FLI rV STONE PAGING ON O' THICK I a Iv >il7;i RGINFORGBD CONI WALL ''' 6ARN5E BEYOND V-6RCJOV!' FAGIl16 OVERMI POO" VVIXS Tib I AVERAGE PINISHED GRADE r I � I w, 1 FINISH GRADE FINISH GRADE yyy�� I STEP FOOTING � I rod- - .r) 1 i 1 y I 1 I, I { SOUTH ELEVATION NORTH ELEVATION SCALE: 318"=1'-0" SCALE: 318" = P-0" ad *' .JL . I w. �� W N air ial IIII— 7I NO it _ NO FLARE ON b ,uI,IF t" 1 4 dIl 5HI LE9 5 11' __— -I - SHINGLES THIS AREA ti +lutih a J Id ISG FINISH GRACE ._ _, _ __. _-_ . INC FINISH bRADE t •G' - - ",Y I y eI- R JEC 4 STONE FACED GONG. rA RETAINING WALL GONTIN111 r J VVFOUNDATION WALL. WE SECTION 511EET Z L REINFORCED CONCRETE RETAINING ° RJB 1 J II � ' WALL W/STONE PAGING. (5EE DETAIL) - I- - ^ I ' FINISH 6RADE FINISH GRADE CT ---- 113�IU� �14 — yl I STEP rol ATE ri L______ _ _ FOINDATION BEYOND I f --__—_-- I ,• T TLF-i I ------ I ET� ,� I J L---__�_ __�-___' J SHE GARAGE �, WEST ELEVATION EAST ELEVATION ErrAtic� 1 SCALE: 3/8" V-0" SCALE: 318" k SH II f. la na 'r r, y , , J1I'll, ma% ' ,b1l 'f CEDAR ROOF SHINGLES ON `.>� ENLARGED DETAIL 5/4" PLYWOOD W/WOVEN GAPS AT HIPS LVL RIDGE BEAMS EXPOSEDf .'f BOTH DIRECTIONS. PROVIDE STL. HOVEk SHINGLE R160E VEMT(YNTYP) ,yjayr 12 2X6 RAFTER i RAKE FRAMING ANCHOR AT � �i4 ��i r h a��W el}{I AT �y 2X4 ROOF RAFTERS AND OVERHANG INTERSECTION, NEATLY FASTENED 2X6 CEILING JOISTS • 16". k 10 PROVIDE SOLID CEILING FINISH it a ,- - � + „' �4a Alii �•z♦'Fi.l 3n�p.: �' �^ ��� (2)-2X6 HEADER VU'FRAMIN6 ANCHORS AT -- - - ° L CORNERS _ IX2 PRE-PRIMED TRIM BD ON IX4 PRE-PRIMED FASCIA 6YP. BD: ,4 ih Its '��-'` �,� C ')stn �,"a •'', r . .: WOOD GASINb SEE FINISH .. - PROVIDE _ _ SPECS ,., ,.• 1 9 ! °k k �an'T= G . FRAMING 4 FALSE `617. BD: GEILIN6 ' r "t r FINL9H GONTINUOJS / —_ _—_� '- '' ii n l',YI y i CONTINUOUS AIR SPACE. - "!4 tr41r^= 41 nr 'n£7T' , ctr q PROVIDE NYLON INSECT CASED OPENING— A000 PENING SCREENING .: r , , nR >• . 'PNI RAILINAOODG ., PLA%K RonM Il' ! II , t }" yl r'' df f r •u ". ON 1-IIJ2ICMUD BASE QN r . .; + �,l 5/4"X4 SILL 5/4" PLYWOOD DECKING, '" , lPFn :2 i�, v iiy k ¢ T d _— „�--� f2 k� ly Sr+ ! +0 P w 111"""aaa"'' i GllL�1URED.55U�"'"T i�. i } I t �5 �., i 7 +�I 'p�i�a5 , 3 x ,e I' Y - _. II-7/B" TJI/ a 12 O.G. 5/0" TYPE "X" GYP. BD, VENEER . _ dtad9 6 - r r'p#aYr %\ 2X4 STUDS O Ib" 0.6. t - MULTIPLE LVL FRAMING UNDER k�Or't( 'i f SUPPORT ABOVE RIDGE , CULTURED 7oI!E CEDAR SHINGLES OIN SO# FELT •` ` GYP• BD: : EXPOSED CONCRETE `n A / A V - MASC)1#k{Y r-4 -n ON 5/0"PLYWOOD SIHEATHIN6 /�// �r/A/���/A� FINISH vy tS ;nl s + r a vV/V�V\�VV� o / \ \ PROVIDE L.G.G. FLMSHINb AT GUPOLA/ROOF CONSEGTION �/ /\//> , /� 4" THK. GONG. SLAB REINFORCED W/ -- 6X6, 10/10 W.W.M. 4-e/q� "X/A�/r % , V 1 a eio" f"u" ' i• ; ' hid„ ,+V k , Oil I A i �'EJCI�jTtNb' 51185TRA!¢HT; _ � AV/VA/V\/ ,.fi,Yi, if, rY :h�4IP J�9rkC CUPOLA DETAIL CUPOLA CORNNER STUDS TO BE SCALE: 1-1/2" _ V - �.. LASED INTO RAFTERS BELOW /\/\/V/V • -• — _ — _ — _ — — — — _ — /\ BUILDING SECTION D U GSC OIC SCALE: 3/8" = 1" - 0" f��•j+ .qi abl fit" E 2X12 R106E BEAM CEDAR SHINGLES ON LATHI ON 2X10 RR i Ib' RID6EI BEAM STRUCTURAL - +x.t •tln?- n?i , + n ha k`. -- - - - -- — - - - -- -- -- J p u —_ c � Ir'q 2X6 RAFTfER EXTENSIONS SISTEREDTO RAFTERS. AK rt r - _ PROVIDE (FASCIA 4 SOFFIT , 2X10 ROOF RAFTERS • 16" 2X6 G IN6 JOIST TO MATGHI HOUSE t GUTTER ` , tL i n ti4 -- 8 - _ _ - - - PLATE EHI GUTTER ON 1X0 qp STAIR HALL TOILET ROOM o Z \ Pwr�DFAscIA _ o / 15 Y RO INI5H CLOSET 3 = N INS , a. I- � CEDAR BHIN6LE5 ON 5/0" 6 PLYWOOD O WOOD FRAM +• d yl�p I� r PROVIDE BACKER - - 'V p V BOARD AND FLASHING + .• '. dK a . .yx Yurr. 1�� . IL FRAMING -------- _� v FLARE CEDAR SHINGLES BETWEEN GONG. 4 WD. - ) SUBFLOOR - Y OVER CULTURED STONE TOP m PAGING O t ,T P,PL'ew1. 4 Gb/ MASONRY r - 11 HAUNCH` /l\\ POUR / S . •• i \ 'v) PROVIDE (2) os BARB AT TOP OF FOUNOATY , /� //j II-T/0" TJI/4➢ 12" O.G. W/ GULTi1RED STONE FFAGIN6 /\�//\//\ FOUNDATION WALL (TYP) DOYIEL I `�Q' FOUNDATIONWALL.14C. L. - j\ \\ j\ CEILING WALL AT \\\ WOOD STAIR 5/0" TYPE "X' bYP. BD. \/\/\ FOIJNDAT'' \ \/ i �� /; /j 7/0" TYPE "X" GYP. BD. ON ENTIRE „,yi•vv r \ kVA� 7 , 4" 143 \\\\\ CLOSE /\\//\\/ p STEP FOOTING TO 4-O" MIN. M Ill GRADEU. a V \ \ q , GARAGE WHERE REO'D. SEE PILINS PLAN 4 DETAILS / EXPOSED MASONRY \ \ \/\��/\/ O SURFACE WHOLES E ///%�/ // O m k1 _ ! �'01ia�m /VA \ 1 ` FILLED SMOOTH i / // PITCHED VERGE 4" GONG. SLAB \ ` II IN FRONT OF / \ \ �A REINFORCED �\ // W/bX6, 10/10 NWM OVERHEAD D '3 /\ / . tip n - . r 'I �,. 4•d 'F , '". •..'. .� "I;` "G' �rl" , .; tern a - 444 1,,�L, \ u.I„ SFJ4B"UID A INd � .� . , 'S�-, - °'way;,,l,,,: ER BER / / y WALL )N5 REBATa \ \ \ \/ /\/\ \\ \\ \ \\ i. \ \\ rr.+G B ILDIN CTION \,,\,,�/, B ILDINSECTION U GSE E " V - n A/ v/V� U �/ SCALE: 318 = 1 - 0 F 0•, ,• SCALE: 3/8 = 1 - �aayx I !fir t F , �y k 2 )h r 9, t d' v 4 4 FS� lyj>ri� I6 Itf,r' ELECTRICAL LEGEND Q�1 DUPLEX RECEPTACLE OUTLET 2 " 220V RECEPTACLE OUTLET I _—___ GUADRAPLEX RECEPTACLE OUTLET ^f' r-,GREEN HALF HOT RECEPTACLE OUTLET TERRACE I ' y(-- WATER PROOF RECEPTACLE OUTLET // I I GROUND FAULT INTERRUPTOR OUTLET 59EAKFABT HIGH HAT FIXTURE /// I \ OOM // \ F ' Kr^� HIGH HAT FIXTURE LOW VOLTAGE / V / / v V I I r --7) DIRECTIONAL HIGH HAT / I + SURFACE MOUNTED CEILIN6 FIXTURE SURFACE MOUNTED WALL FIXTURE I / 11 /'' II SURFACE MOUNTED SPOT LIGHT — ' TOILET _ /� INT SWITCH / / k wl��// A rDOORSWITGH �—____________� \ /—� SWITCH DIMMER ! / KITCHEN C /1 ITELEPHONE DININ / / / 1 ' 1 / -MASTERBEDROOM #3 \\\. TELEVISION - ROOMA v �pSMOKE DETECTOR \ / 1O�� \\ X SURFACE MOUNTED CEILING FAN\ —F SURFACE MOUNTED FLORESCENT FIXTUREI Fr UNDER CABINET MOUNTED FLORE5CENT FIXTURE `1I =T SURFACE MOUNTED LIGHTING TRACK �� / EXTERIOR WALL MOUNTED FLOOD LIGHT EXHAUST PAN 1 , \I o J 5TEAM UNI Pp{ FOR SHO R L� �/ P tp p . I GLaL / ` ♦ I �'� ROOM I I 3 f ie t r� ll `Z�� I 1 I A + irl 1 ri O W w Ly / ,—_________ II III I\ f I— I 'I h I�+I . DN I / \ I R�� ' I i II i (p 7 I I I I I I \ / ________________— I I �� / `\ // / �— _ /LANDING MASTER BEDROOM ----=� HALL Ax TV BATH ,',� o iio - + w TV II IfQ.fq , PH SEAT `V /' / 1 SEAT I l I I I 1 A I I I I� vA9SED 's rC. 5'f4 Fo ` \ BEDROOM #4 # \ -BEDROOM 51 _ STUDYL - GUEST II '/ 1 /• _� �{'/ �� /' \`\ ROOM / \ I I � qF 5/D `\\ / II PH // \ / \ -;v RAWV q^ t, SECOND FLOOR ELECTRIC LAYOUT PLAN FIRST FLOOR ELECTRIC LAYOUT PLAN 'lip SCALE: 1/4" = 1' - 0" SCALE: 1/4" = 1' " SHFIET M1 ELE,ICTOIt ',1 A 1AP ���wwww 11, n �Y 11 4 ETIM 77 �+ + :I k 9L 1'h A '<rypy 1 'I �Y Y +rY 3• 1 1 I 1: ry s a 71, p I � ,� ,. y�„^5,�i Y 4• Y i p ELECTRICAL LEGEND v, r, DUPLEX RECEPTACLE OUTLET Q� 220V RECEPTACLE OUTLET OIJADRAPLEX RECEPTACLE OUTLETSl4 Ir HALF HOT RECTACLE EPOUTLET {R 1 I 1 els `I �t + WATER PROOF RECEPTACLE OUTLET r I' �tpp VD- GROUND FAULT INTERRUPTOR OUTLET 4fi y � vu 1 HIGH HAT FIXTURE lS;�' + i ��{ GH� HIHAT FIXTURE LOW VOLTAGE � NODI DIRECTIONAL HIGH HAT SURFACE MOUNTED GEILIN6 FIXNRE SURFACE MOUNTED WALL FIXTURE (r w y� ' !ml r1Yal r'-• I 5URFACE MOUNTED SPOT LIGHT p °rt{ � }$ SWITCH 1 os DOOR SWITCH al I y� �,ry� � � • � 0 SWITCH DIMMER PH TELEPHONE TELEVISION y ;a i u111e5�,pry `''se.l�' Iv 5/D SMOKE DETECTOR pp SURFACE MOUNTED GEILIN6 FAN =F SURFACE MOUNTED FLORESCENT FIXTURE d = UNDER CABINET MOUNTED FLORESCENT FIXTURE =T BURIN MOUNTED LIGHTING TRACK EXTERIOR WALL MOUNTED FLOOD LIGHT I L1 EXHAUST PAN + ' s(— a - 1 py ' 1 I +w- LOCATION Or 1 171 POOL ht +r EOVIPMENT. VERIFY POWER NEWS ' S . J ! c 1 P S: In 3�r Y aP �Il T1 YELECIC I e PENDANT SUBPAEL� //� �' it !s , IAW Ir�P +1+yCi' ipr r I1`T ntIP �I IPu�r / (TYP) r ',. l ,,, II ! tis q r �,� j F. `sv` Mibi / I / I ELECTRICmy NI {' 8gg� I DDDR OPENER 1 ° 1 \ .- I 'a ,r Yt it f r -� r J � n I y Tfi� \ lH II �ELAY 11y"'y3 L o- tl+, \ qp TO SWITCH IN HOUSE /// \\ \�� r \ li // ll y+ ! 4Frl .!- khMR` r V V R � '$��iS4 jl r \ 1 ,�,/ ,tt, ELECTRIe, I + l',- Vw1 Ii� s.a+ rSi I 5/D 1 'I/I DOOR OPENER ' j srr Py ` 1 A\ \ V A 1 A\ ',ID'OOR OPENER CIL HW,— _ Y m rill i k a '� rY rrit 16'° i if a — — � - nL.E ill i}wn Y\1P � ISN U yi rid, OL HOUSE ELECTRIC GARAGE EC'�` � '1 � ' SCALE: 1/4n — 1r - 0n SCALE: 1/4n — 1 0 I� t 1 f ' rILIi I 'Kill S b Fra i ' t F r 1 L2 4 11 11 kr, I<F ry4.5 s rr r.�y Tl I /1sa rr t'1 1 w U th I if R. Lr e� " �rr 'FPf t 1�1 , vI•,b,Uyyt� d+� F� A `}t ' *,�15 Yii W U - Z WW Z 7 m m W m m Ll OC i11 LU N r Z o o � x 0 uj o O i m o 0 � O .o r — F a N m ad Z • m a • In 3 i� -, � • o � alk 1 m yon l w � ' � � � ;,t 21 W . � w . ¢ � = a U 4'-4" :o m a = FOOTINS TYPICAL N m - - PILING PLAN AT ACCESSORY STRUCTURE I ry a IO^ PLIE LOCATIONS TYP. SCALE: 1/4" = 1• - 0" ✓ �I' � I a I lt.O NY�'O�• I PROJECT NO: a 2202 o I N DRAWN BY: UT CHECKEDI IN I TS I I 21 I 1/31/03 I - ---------------------- d SHEET TITLE: PILING PLANS PILING DESIGN rNND STRUCTURAL ENG I NEER I NG BY STE\/E MARESC A, FE . , SHEET NO: 188-0-7 WEST MONTAUK HIGHWAl' PILING PLAN AT RESIDENCE HAMPTON BAI NY IIg4 20 SCALE: 1/4" = V - 0" -'IliITT r S 1/2•-Vw BOLTS 04 O.C. 12' L.ENOTH Wr . �• 2 : BCCA BLL ID, 2 B CCA SILL R 4' HOOT( I/2- DIA ANCHOR BOL.T$i'" . S' 15'cow- •� _ P 4' 0C IT LENGTH W/ L1 III-" PEDESTAL ItYP! m 4- IHOOkt GIiACYE �_ M ' • "2 - •S REBAR r � -�t ki'Mrj"�rlr e GRADE 1.011 2 - 15 REBAR r' • J r e m --. mi- x I " vp ll a 13 REBAR STIRRUPS M 12' • r r o �' Y�1" ��LCr 2' CLR. 12' OVERLAP WITH REBAR BELOW I TYP. I A- b I TYP. I0' ra P b err a 43 FEBAR STIRRUPS s 12- d v Nit r Z, -. X • Ir OVERLAP WITH REBAR 2 - 14 REBAR BELOW 1 TYP. 1 >� 1 TYP: 1 1 t' 3 REBAR 0 12' V-0 a I , 2 - 14 REBM II' V'27 EXPANSION JOINT 1 TVP. ) --- T +3 PERM w 12' ' A' COW SLAB WITH 2 - 15 REBAR f 1FOR s : s roi b w.w/A sE W n TYP T I( , >n PILE ° TOP ELEV: ." - 2 _ 14 REBAR / J uW T EMBFD Ie 2 -37 CM 1S REAR IR P - I EMBED : 1 , 2 4 REBAR M SaEEAR CONTINUOU6 I U dii ' ' a, QLB 1JREBA" eI ItYP. I TYP. t PIE 14 WBAR CONTNJUOU6 1, i T a 10"DIA. TIMBER PILE 43. REBAR w 12- I. , . we EACH WAY d � � ^iv j. � Ia •� BER PILE BY OTHERS �4' TIM 24" PRP IYPICAI_ CONCRETE GRADE BEAM 2 � N.T.S. CONCRETE GRADE BEAM MR I + 1 INTERIOR PEDESTAL DETAIL { y ��yy�� 1Y. iir ��ss rDnli'Ih +d r'N'`al 'tis Rig k+ , i1 ° 1Ixr tRn: TIMBER PILE CONCRETE !GRADE BEAM NOTES � � � `v I` tl r " ' ,. ,fit 'pa FLOM FRAMING ��'11 0 u 1, 1 . ALL PILE SHALL ME PRESSURE TREATED TIMBER IN ACCORDANCE WITH ; A.VW.P.A. C-1 FOUNDATION MARINE 1 .0 CCA-C, PILES SHALL BE DRIVEN { ' , Ali rl, a- ,1 Idy II ��Il1 ' Y rr yl y it +ttrye '.t TYPICAL WALL REINFORCEMENT TO A MINIMUM RATED CAPACITY LISTED AS DETERMINED BY THE ENR SEE FOUNDATM SECTION FORMULA. ro � IT r dl h I 2 Top Of CONC. BUILDING 15 TON DECK STRUCTURE 10 TON POOL 20 TONT a', rl 'tz r r" - 2 44 REBAR a =liber. 4' LENGTH II +� PILES SHALL HAVE A ( 10 ► INCH BUTT DIAMETER, WITH A MINIMUM �; �` of kr4 '. PENETRATION OF 16 FOOT. TIP OF PILE ELEVATIQN -10.fl AS A ,' MINIMUM. POOL PILING SHALL BE EMBEDDED A MINIMUM OF 15 FOOT INTO VIRGIN SOIL AS MEASURED FROM GRADE OR BOTTOM OF POOL, IWHICHEVER IS LOWER, WITH -10.0 MSL AS A MINIMUM. , 3" CLR, _ 14 REBAR Z• ALL PILE HANDLING, SETTING, AND DRIVING SHALL CONFORM TO THE N.Y.S. DEPARTMENT OF TRANSPORTATION CODE REQUIREMENTS. I DAMAGED PILES SHALL BE REPAIRED OR REMOVED AS PER 2 - 15 REBAR INSTRUCTIONS OF THE RESIDENT ARCHITECT. FOUNDATION WALL 3. PILES SHALL BE DRIVEN TO WITHIN 3 INCHES OF THE DESIGN ' I _ W WALL LOCATIONS. PILES OUT OF TOLERANCE SHALL REQUIRE REMEDIAL q .r I ACTION AS PER THE RESIDENT ARCHITECT. lIqii 4. NO CONCRETE SHALL BE PLACED UNTIL THE PILE LOCATIONS HAVE 4 I aEEIN APPROVED, 313 5. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A MINIMUM I T, STRIENGTH OF 3000 PSI AT 28 DAYS. PORTLAND CEMENT 'SHALL CONFORM TO A.S.T.M. SPEC. C150. CONCRETE AGGREGATE SHALL s' CONFORM TO A.S.T.M. SPEC. C33, 3/4" MAX. SIZE. B. STEEL ° I 12" SPLICE REINFORCEMENT SHALL BE GRADE BO CONFORMING TO ASTM A BIS. IT r CONC. SLAB 7. WELDED WIRE FABRIC REINFORCEMENT SHALL BE COLD DRAWN r CONFORMING TO ASTM A 185. 24- a 30- FOOTING u S. ALL WORK SHALL BE IN ACCORDANCE WITH THE LATEST ACI CODE. ,I' 9, LOCATION OF CONSTRUCTION JOINTS AND SPLICES FOR STEELIIN f 4 +7 r � Pr`, REINFORCEMENT SHALL BE APPROVED BY THE RESIDENT ARCHITECT , MINIMUM SPLICE SHALL BE 40 OAR DIAMETERS FOR ALL REBAR. 44 REBAR I TYP. 1 ►fa,1 p `, 10. LEGIS OF REBAR ACCESSORIES SHALL BE PLASTIC TIPPED. ALL n 4 SNAPTIES AND WALL PENETRATIONS SHALL BE CLEANED AND GROUTIT ATIT REPAIRED TO PRECLUDE CORROSION. it 11'e � aI � r EXTERIOR V1/ ALL BRACE 1 11 . LOCATION OF PILE FOUNDATION IS NOT THE RESPONSIBILITY OF THE fir ;r DESiIGN ENGINEER. ALL SETBACKBACK LINESNES AND PILE LOCATIONS TO BE LOCATED AND STAKED' BY'"OTHERS PRIOR TO CONSTRUCTION. 'I ��' t'at��'a sFy � �9� � ,, •�r >,# _ y L M m N � J I I — - — - — - — vY I , z ° PI IH W z F- - - - - - - - -i �- - - - � R I I J I W S 1 CALCULATION OF BASEMENT AREA LOCATED BELOW GRADE, AS 0 (/� I PER RESIDENTIAL BUILDING CODE DEFINITION: 1 F L O O fP, FLAN`� A T I TOTAL SURFACE AREA OF BASEMENT WALLS: 1540 SQ. FT. a 0 T I 5 A S E � E I `� I F TOTAL SURFACE AREA OF BASEMENT _ I1 I WALLS BELOW FIN15HED GRADE. q40 SQ. FT. 1, 1 O PERCENTAGE OF BASEMENT HALLS BELOW 61% W cn U \ i GRADE: 1 I V I I PROPORTION OF FLOOR ABOVE BASEMENT - — - — - — - MORE THAN 6 FEET ABOVE FI NI SHED GROUND 3_7% A E LEVEL m Z. tea• mIU I 1 PORTION OF FINISHED SURFACE OF FLOOR _j 2 , ABOVE BASEMENT 12-0" ABOVE FINISHED12 ° 'a GRAD0�E w J ' ZE z r� B I I = W' < r � i'I i I ° W . I I to y . I 1 L - - - - - - - - - - - - - - - - - - - J C �gSfRED Ap? so. S�4rG�Fn�. FIRST FLOOR PLANE �_ - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �// /�i/moi l34� F PORT ON OF GELLIAR WALLS LOCATED BELOW FINISHED PROJECT NO: 2202 PORTION OF BASEMENT WALLS EXPIOSm ABOVE GRADE bRADE . I - UT HECKED BY: - - - - - - - - - w,r,7ZTl�7I/111C/✓1�/1t� 1. ��� TS A B G D E F G 1/31/03 114" = 1'-0" FIRST FLOOR PLAMIE _ _ _ _ SHEET TITLE: - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - � - � - � - - - � - � - � BASEMENT CALCULATION POR710N O BASEMENT WALLS LOCATED BELOW I PON�TION OF BASEMENT WALLS EXPOSED ABODE GRADE PN // I ITj�jr I I1 II SHEET NO: H J K L M IN O P Q R S T U V ELEVATIONS AT F;� 6ALLS 22 SCALE : Ye, ' ' 1 '-0 " I I I 3" VENT THRU ROOF i 3" V I ENT THRU ROOF I I I I ----- 1-1/2" VENT ---__— r VENT _----- 1-1/2" VENT ----- I 2" VENT - 1 I _,--- ---_r------ i -- ----- I-I/2 VENT I/2 VENT __ -- I I I I I I I I 0 3" VENT STACKui Lu Z I I I I I I I I I I I I I r I I I I I I I I I I I I I LI II I I I I I I I I FOUNDATION WALLI W I I 3" WASTE ; 3" WASTE 3" WASTE 3" WASTE I I I I I 3" WASTE STACK 1-1/2" VENT -I/2" VENT -- 1-1/2" VENT r_ ----- ------- 1-1/2" VENT 3" WASTE STACK 3" FRESH AIR VENT I I I W y � 2" WASTE LINE I 3" WASTE 3" WASTE 3 WASTE 4" WASTE LINE PLUMBING RISER DIAGRAM MAIN HOUSE NTS 06 Z. I U) a � oan W �• w w FOUNDATION WALL ; :3 w . 3 s 2 W. ` r � Y, S I Q I 1 j� 3" VENT THRU ROOF I I I I I I - -I/2" VENT Usk 3" FRESH AIR VENT I - - PROJECT NO: 2202 DRAWN BY: RB I I 2" WASTE LINE CHECKED Br' I I I 01 / 31103 4" G.I. 3" WASTE N.T.S. SHEET TITLE: PLUMBING RISER PLUMBING RISER DIAGRAM POOL HOUSE DIAGRAM NTS SHEET NO: 23 FINAL DRAWING RIDGE STRAP AT ALL RAFTERS, NOTES STRUCTURAL REVIEW BY STEVE MARESGA, PE 51MPSON 20 Ga LSTA, MAILED TO EACH RAFTER w/(5)ad NAILS 7 WESTYMi� 188-0MONTAUK HIGHWAY, HATON BAYS,, NY a46 ROOF PHONE 631 728 ' i480 ANCHOR BOLTS AND USE/OCCUPANCY WASHERS AS REQUIRED CLASSIFICATION DESIGN CRITERIA: SINGLE FAMILY RESIDENTIAL ICE SHIELD UNDERLAYMENT DESIGN IN ACCORDANCE WITH AMERICAN ' ui SILL PLATE REQUIRED - :24" FROM EDGE FOREST PRODUCTS WOOD FRAME CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE Y SIMP5014 H2 HURRICANE CLIP HEIGHT PRESCRIPTIVE METHOD NAILED FROM RAFTER TO O / STUD - TYPICAL ALL RAFTERS 35'-O" MAXIMUM (5)8d NAILS EACH END GROUND SNOW LOAD - 45 P5F. FIRST LEVEL - 40 P5F. L.L. W ALTERNATE PArne o51TION OF LIVING AREAS - 40 PSF, L.L. W HURRICANE IMMPSGON IS USE BEDROOMS - 50 P5F. L.L. Q Z FIRE AREA WIND SPEED - 12o MPH SEISMIC DESIGN CATEGORY - B RESIDENCE: 4138 SF WEATHERING - SEVERE ,1 ACCESSORY BUILDING: 6q4 SF FR05T LINE DEPTH - 56" TERMITE - MODERATE TO HEAVY APA RATED PLYWOOD TO PxLATE TO TOP OF TOP TYPE OF CONSTRUCTION DECAY - 5LIGHT ui FOUNDATI N WALL ONA� LIGHT FRAME WOOD CE SHIELD UNDERLAYMENT REQUIRED - YE5 GONSTRU O PROVIDE ad COMMON 4 a LS NNAI " O G.ALS IOR0 4 EDGE O T ALL SHEATHING. Lu GENERAL NOTES STRAPWIDE 2" C,. 51ILED STRAP R E 2 O.G. NAILED NAT SECOND FLOOR EACH END Vv(s)ad NAILS SECOND FLOOR I. ALL WORK MATERIAL, AND EOUIPMENT SHALL BE IN 13. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY (TYPICAL) ACCORDANCE WITH THE NEW YORK STATE UNIFORM SHALL BE DE516NED AND BUILT IN ACCORDANCE BUILDING CODE, AND THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. PLYWOOD SHEATHING CONSERVATION CODE, AND LOCAL AUTHORITIES. TO OVER LAP BOX 14. THIS STRUCTURE HAS BEEN DESIGNED IN BEAM - TOP + BOTTOM. 2 MIINIMUM 28 DAY L CONCRETE ST�REN6TH OFL BE ON3OAO606RE'bATE WITH A PSICONS RVANCE ITH THE NEW YORK STATE ENERGY DOUBLE TOP PLATE 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 15 ENGINEER TO BE NOTIFIED IN WRITING OF ALL J LARCH STRUCTURAL GRADE #2 OR BETTER. CHANGES PRIOR TO AND DURING CONSTRUCTION. _ 501-10 BLOCKING 64'-0" OG 2 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL 16. ELECTRICAL AND MECHANICAL COMPONENTS TO BE BAYS BACK FROM GABLE WALL FOUNDATION I IN 11� /N T }� 1 �� �� - TYPICAL ALL FLOORS AND STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL DESIGNED AND SPECIFIED BY OTHERS. l� Nl�. A I I �l ATTIC PARTITIONS, EXCEPT AS NOTED ON DRAWING. 1'I. ALL STRUCTURAL STEEL TO BE A5TM A56 WITH ONE O { `� /� 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND GOAT EPDXY PAINT. ALL FASTENERS TO BE ASTM (n d=�/ AI FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. A-525 BOLTS, 3/4" DIAMETER. Lu 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE 18. CONTRACTOR SHALL OBTAIN ALL PERMI75 AND VERIFIED BY CONTRACTOR(S) PRIOR TO START OF INSURANCE NEOF55ARY TO PROTECT THE ENGINEER 2x6 sI6° WALL STUDS NAILED CONSTRUCTION AND ORDERING OF MATERIALS. THIS AND OWNER. PER SCHEDULE BELOW (TYPICAL) FOUNDATION HAS BEEN DE516NED FOR A SOIL 19 DO NOT BACKFILL AGAINST FOUNDATION WALL5 BEARING CAPACITY OF TWO (2) T5F AND GRADES UNTIL FLOOR SYSTEM INSTALLATION 15 COMPLETE. 51MFWN M51'27, 1-I/2" AIDE 20 LE55 THAN 5%. CONTRACTOR SHALL VERIFY THAT FIRST FLOOR Go. METAL STRAP 64'-C" 00 FIRST FLOOR THESE CONDITIONS ARE MET. ALL FILL BENEATH 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH ITEVEL WRAP AROUND SILL PLATE AT CONCRETE SLABS TO BE COMPACTED TO 95% AND IN BASEMENT ( IF APPLICABLE ). POSITION NEAR ANCHOR BOLT. NAIL EACH END RELATIVE DENSITY. ENTRY FROM HOUSE TO ATTACHED GARAGE AREA, 06 Z . n W/(S)ad NAILS 0 2 x 6 cGA SILL PLATE T ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE 21. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND Q SUPPORTED BY DOUBLE UPRIGHTS, 9.0 FT AND OVER ON EACH LEVEL OF DWELLING AS REQUIRED BY "n -NAIL 5HEATHING TO SILL PLATE n ad NAILS s 4" O.C. BY TRIPLE UPRIGHTS. ALL HEADERS TO BE NEW YORK STATE BUILDING CODE. o MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. wp0l4 D 2 - ><5 REBAR o 22. ANY ALTERATION, REPAIR, ADDITION OR CONVERSION TO 1'.. T " 8. PROVIDE FIRESTOPPIN6 AT ALL LEVEL AN EXISTING DWELLING REQUIRING A BUILDING PERMIT W J ,��Z I 5/8" x 12" A.B. 048" OG. PENETRATIONS NOW REQUIRES THAT ALL SLEEPING ROOMS IN THE W ,� ui W FENDER WASHER HOUSE BE UPGRADED WITH HARD WIRED 4 =J� LL==� 9. PROVIDE FLASHING AT ALL ROOF BREAKS, e SEE FOUNDATION DWG. CHIMNEYS, SKYLIGHTS, EXTERIOR DOOR5;, WINDOWS INTERCONNECTED SMOKE ALARMS. E w FOR DESIGN. AND DECKS ETC.. 23. THE NY5 CODES ALSO APPLY TO ACCESSORY �' 10. DO NOT SCALE DRAWINGS. STRUCTURE DESIGN. V UI fA , HOLD DOWN + SHEAR CONNECTION II ARCHITECT NOR ENGINEER 15 NOT RESPONSIBLE 24. GARAGE DOORS TO BE RATED FOR 120 MPH. WIND LOAD CRITICAL LOAD PATH FOR THE INSPECTION OR SUPERVISION OF THIS CONSTRUCTION PROJECT. FEDERAL, STATE SHALL GOMF'LY W�WOOD FRAME CONSTRUCTION AND LOCAL ZONING AND BUILDING CODE COMPLIANCE SHALL BE THE RESPONSIBILITY OF THE MANUAL, ICIC15 SBG, HIGH WIND EDITION CONTRACTOR. 1EREU 1,? NAILING SCHEDULE FRAMING NOTES *21 TAKEN FROM I9415 HIGH WIND EDITION, WOOD FRAME CONSTRUCTION MANUAL, I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED PLYWOOD SHEATHING TO BE NAILED WITH 8 d ® 4" " AMERICAN FOREST 4 PAPER ASSOCIATION, AMERICAN WOOD COUNCIL DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR 4b. yg ° BETTER. o.c. EXTERIOR EDaE5 D 6 d ® 12" O.C. SIZED FOR COMMON NAILS; CONTACT ARCHITECT FOR BOX NAIL SIZES INTERMEDIATE.(Se4'. Nf 5l' _ 2 ALL SHEATHING TO BE APA RATED, EXF05URE I, 5/8" II. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING F JECT NO 2202 MIN. THIGKNE55 OR AS NOTED. O �Io ° tRAFTER/TOP PLATE 3-8d (TOE NAILED) CEILING JOIST/TOP PLATE 3-8d (TOE NAILED) 3. ALL 5UBFLOORIN6 TO BE APA RATED STURD-I-FLOOR, AND WATERPROOFING SHALL BE BY ARCHITECT. DHAWN BY, GEI1-IN6 JOIST/PARALLEL RAFTER '7-Ibd (PAGE NAILED) EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE UT GEILIN6 JOIST LAPS OVER PARTITION -I-Ibd (FACE NAILED) PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE GABLE ROOFS .. COLLAR TIE/RAFTER 2-8d (ea. end 1-1/4" strap) NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR CHECKED BY TS �- SIO {- •M BLOGKIN6/RAFTER 2-8d (TOE NAILED) TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE O _ RIM BOARD/RAFTER 2-Ibd (END NAILED) 4 ALL HEADERS 6-0" AND OVER SHALL BE 5UPPORTED CLIPS AT ALL PERIMETER JOIST TO GIRDER D TOP PLATE/TOP PLATE 2-16d (PAGE NAILED) WITH DOUBLE UPRIGHTS, 9'-O" AND OVER WITH AW TOP PLATE AT INTERSECTIONS 4-Ibd (PAGED NAILED) TRIPLE UPRIGHTS. ALL HEADERS SHRILL 6. A CONNECTIONS. 1/31/03 UD .i MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA -I h HEAIDE M 2-I6d (PAGE NAILED) 5, 50LID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS PACIFIC GPI SERIES WOOD-I-BEAMS AND LVL HIEADER/HEADER Ibd (PAGE NAILED) log 01,450 TOP or BOTTOM PLATE/STUD 2-I6d (END NAILED) AND FLOOR BEAMS AS PER N.Y.5. CODE OR AS NOTED PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND CIRCULATION O.G. MIN. PROVIDE 2" SPACE FOR AIR SHEET TITLE: ^ - BOTTOM PLATE/FLOOR JOIST 2-Ibd (FACE NAILED) HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED GIRGULATION IN ROOFS. O J1015T/5ILL, TOP PLATE or GIRDER 4-8d (TOE NAILED) AS PER MANUFACTURERS RECOMMENDATIONS. YVEB H BRIDGING/JOIST 2-8d (TOE NAILED) b. DOUBLE FRAMING AROUND ALL OPENIN65 ( skyllghts, 571FFENER5 SHALL BE REOUIRED AT ALL LOAD AND GABLE ROOFS BLOCKING/JOIST 2-8d (TOE NAILED) stairs etc. ) OR AS NOTED ON DRAWINGS. BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" STRUCTURAL IGO O X45 o BLOCKING/SILL orTOP PLATE 3-I6d (TOE NAILED) 7. FRAMING UNDER ALL POSTS AND PARALLEL DOUBLE UP LVL RIM -1015T SHALL BE REQUIRED AT FLdOR NOTES & IO° o (30 o < LEDGER 5TRIP/BEAM 3-I6d (FACE NAILED) PERIMETERS. HANDLING, STORAGE, AND ERECTION OF DETAILS JI015T ON LED6ER/BEAM PARTITIONS OR AS NOTED ON DRAWINGS. PROVIDE ad COMMON rvAILs ® a' ac. 3-8d (TOE NAILED) COMPONENTS SHALL BE AS PER MANUFACTURERS AT HIGH PRESSURE ZONE - 6" CC, BAND JO157/JOIST 3-16d (END NAILED) 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED RECOMMENDATIONS. HIP ROOFS AT INTERIOR PORTIONS OF ROOF - TTF. BAND JOIST/SILL or TOP PLATE 2-Ibd (TOE NAILED) WITH RATED GALVANIZED METAL GONNECTOR5 BY lo° O Cao o PLYWOOD ROOF DECKING 8d ®4" O.G. EDGES, 98" Or, FIELD "TECO" OR APPROVED EQUAL14, ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROW5 OF 1/2" DIA. STRIP SHEATHING 8 .d (ONE/RAFTER) GALVANIZED MACHINE BOLTS ® 12" OC.. SHEET NO: PROVIDE ad NAILS o 4" CC. AT PERIMETER INTERIOR PLYWOOD WALL SHEATHING 8d 04" O.G. EDGES, ®8" O.G. FIELD NAILING SCHEDULE SHALL BE AS PER THE N.Y.5. PORTIONS of PANELS IN MGH PRESSURE zorves. PLYWOOD NOTE 4 FT. IN ALL H16E5 .SUBFLOOR DECKING 8d 06" OC. EDGES, ®12" O.G. FIELD BUILDING CODE A5 A MINIMUM. ALL 2X6 STUDS 15. THIS DRAWIN6 IS AN INSTRUMENT PREPARED TO a = SHALL RECEIVE 5-IOD NAILS AT SILL AND PLATE. FACILITATE CONSTRUCTION AND SHALL NOT BE COMPONENT AND CLADDING PRESSURE ZONES ALL EXTERIOR NAILS SHALL BE GALVANIZED. CONSTRUED AS A CONTRACT BETWEEN BUILDER AND OWNER. 24 SHUTTER ASSEMBLY #1 WIND -BORNE DEBRIS PROTECTION FOR PANELS UP TO 4'-0" WIDE FOR GLAZED OPENINGS or 28/32" THICK APA SPAN-RATED SHEATHING FOR WALL OPENING PROTECTION OF 120 MPH 3-SECOND WIND GRADE PLYWOOD, TO OVERLAY OPENIN65 4" ON GUSTS W EACH SIDE. =ry PROTECTION 15 REQUIRED FOR ALL GLAZED AREAS IN p m o ® ASSEMBLY: ACCORDANCE WITH LARGE MISSILE TEST OF ASTM E 1936 Z ATTACH STRUCTURAL PANEL TO BUILDING W/ #10 X AND OF ASTM 1886. W z 3" (W/WASHERS) GALVANIZED OR STAINLE55 CONTRACTOR MAY USE WOOD STRUCTURAL PANELS IN Q O STEEL WOOD SCREW ® ib' ON CENTER. LIEU OF THE ABOVE MENTIONED WINDOWS. 0 oLTERNATE ATTACHMENT: PANELS TO BE PRECUT TO PIT OVER WINDOWS WITH #10 TEE NUTS ATTACHED TO BUILDING W/#10 X 1/2 " HARDWARE PROVIDED. FASTENERS TO BE DE516NED TO s'-o" - a'-o' (NINASHERS) MACHINE BOLT 012 ON CENTER. AL16N WITH WINDOW JACK POSTS, HEADER, AND SILL W PLATES. LABEL LOCATION FOR EACH PANEL. W V PLYWOOD PANEL FITTED' TO EACH Z WINDOW, W/4" OVERLAP ON ALL 51 DE5 0 z Wrn 2'-0" MAX M 2 -- — ASSEMBLY #2 JJ -J. o -- -- — — SHUTTER S _ 111 J• � i � Lu FOR OPENINGS WIDER THAN 4'-O" W, g I v a l-• � m ' 28/32" THICK APA SPAN-RATED SHEATHING 6RADE PLYWOOD, TO OVERLAP °, V)• OPENINGS 411 ALL SIDES, WITH 2X4 STRON6 BACKS 0241' MAX. ON CENTER. a A55EMBLY: - _- I I I tgRED 4 1) PRE-ASSEMBLE PLYWOOD TO 2X4 s, W/#10X3 (W/WASHERS) GALVANIZED OR Q�°SS Sq°HrF N - - - 0 u STAINLESS STEEL WOOD SCREWS 012 ON G T I, P a' s U - 2) ATTACH STRUCTURAL PANELS TO BUILDIN6 Al #10X3" (W/WASHERS) - GALVANIZED OR STAINLESS STEEL WOOD SCREWS ® Ib " ON CENTER. °Q ALTERNATE ATTACHMENT TO 5UILDIN6: #10 TEE NUTS ATTACHED TO BUILDIN6 W/#10X1/2 " (W/WASHERS) MACHINE BD OLTS RO.: 22112 a DRAAWNWNBBY:Y: UT 012 ON CENTER. a'-o" MAxCHECKED BY: TCS' g' jW4IL DATE: 1/31103' SCALE: -- - Sia^ = �.A.. MULTIPLE SECTION ASSEMBLY: SHEET TITLE: - 1/4" THICK BOLTS ® 24" ON CENTER 4 � - r - -- -- :� - - 2X4 STRON65AGK SHUTTERS - - _ PLYWOOD PANEL - - - -- - --- - -- - SHEET - - 25V — 4 REvlslons ELECTRICAL LEGEND 12,/04 DUPLEX RECEPTACLE OUTLET 22oV RECEPTACLE OUTLET ' QUAPRAPLEX RECEPTACLE OUTLET HALF HOT RECEPTACLE OUTLET WATER PROOF RECEPTACLE OUTLET GROUND FAULT INTERRUPTOR OUTLET HIGH HAT FIXTURE WLo{, HIGH HAT FIXTURE LOW VOLTAGE DIRECTIONAL HIGH HAT - SURFACE MOUNTED CEILING FIXTURE Y To SURFACE MOUNTED WALL FIXTURE C> SURFACE MOUNTED SPOT LIGHT z O SWITCH } rtn s DOOR SWITCH ] w o SWITCH DIMMER W ? PH TELEPHONE Z TELEVISION Q 5p/bp SMOKE DETECTOR X 5URFAGE MOUNTED CEILING FAN — F 5URFAGE MOUNTED FLORESCENT FIXTURE / \ --- UNDER CABINET MOUNTED FLORESCENT FIXTURE -=-T SURFACE MOUNTED LIGHTING TRACK EXTERIOR WALL MOUNTED FLOOD LIGHT W / \ ix EXHAUST FAN � L 11 w� -w 1 A / I 1 STORAGE 1 W I CORK TILE FLOORING W 1 Q SLAB FLOOR l y 1 REVI[W LA1OUT OF DUCTWORK mi/OWNER 6 CONTRACTOR PRIOR TO INSTALLATION LOCATE ALL DUCTWORK AT PERIMETER OF SPACES, TIGHT TO UNDERSIDE OF FLOOR FRAMING, AND IN MANNER M05T EASILY ENCLOSED w/PRAMING AND FINISH \ LW L'1'� WOOD BATHROOM VANI'1' 0 9 04 BUILT-IN WOOD BAR w/COUNTE ./COUNTERTOP RTOP / m m L W -10" y FL ORIN6 F / 8' pool I - ` \ - TILE SHOWER BASE w/FRAMED \ I I I 1 1 1 1 1 1 1 Gable I \ GLASS ENCLOSURE UP Oo PROVIDE — IN5ULTOP OF BA ATED CONCRETE SLAB // 11 t `I \\ L1-L1-L1 -- S RATED DOOR AT _'l BASEMENT STAIRS w/RADIANT HEAT PIPING / I ❑p m _ \ --------M �I ' r�}T, _ / �� Er HAI NI C AL• —MAIN ELECTRIC PAKEL BOX ROOM SLAB FLOOR \`\ FAMILY ROOM / 11 IS'-6" o° Z \ CORK TILE FLOORING \ PROVIDE GYP. ED, CEILING FINISH ON J o n m \\ UNDERSIDE OP FLOOR JOISTS ABOVE i' I�J F ¢ o \� PROVIDED SOFFITS AS REQUIRED--/ / Im _j . rc x s � ,_ �- __-- ---- AHU AHU OIL TANK LLI Lu r 96e �7 PH Ul !n ❑ O T ,f(or ` WATER P in � L —_— _ L �G\SZERED A,?C, APPLY MASONRY SEALANT TO FOUNDATION ` FYIG \H'If.\�n.� L WALLS PROVIDE 2x4 NIG" WALL FRAMMIN6 O� �F� \ -_-- I s'd /tr / \ CORK TILE FLOORING 11 RE515TANT GYP BD FINISHES (TYPICAL) WATER ~ °��a'4 N / \ 16 1 A/R-15 BATT INSULATION AND 1/2' 151-01.ROOM / EXERSI _ PIGALJ FT FLOORING F� \ OORING O p OR \ CORK TILE y1 4 \ 14-8' 10 lE� 1635 0� - _ PROJECT NO: -- 2202 -- - — --- DRAWN Y: ------- F ------ O UT CHECKED BY: TS 24" DEEP BASE CABINET 1/31103 ./COUNTERTOP, UPPER CABINETS SCALE:1/4" = V_0.1 SHEET TITLE: BASEMENT FINISHES PLAN BASEMENT SCALE: 1/4" = V - 0" FINISHES PLAN SHEET NO: 26 REVISIONS: 10/ 17 /02 UILDING WALLLOCATION MAP GRADE LINE ELEVATION +12.0 UILDING WALL GRADE LINE ELEVATION +12.0 1 ' MIN. 2' MAX. 1 ' MIN. 2' MAX. 240 BRIAR LANE SOUTHOLD, NEWYORK /4"/FT. 1/4' /F „ 9?ae�y 'r s' w Y E. +10.0 7*7 E. +9.1 har� lO IE. +9.02 IE.+ 9.7 IE. +9.0210 ft, MIN. S ft. MIN. in f N. 8 ft. MIN. i �' l ,ta°'�n' yI 4'-O ' 51-511 5 ft. MIN. O'-q' --. WATER ENCOUNTERED ELEV +2.1 — — — — — — — WATER ENCOUNTERED ELEV +2.1 u Q SEPTIC PROFILE FOR RESIDENCE SEPTIC PROFILE FOR POOL HOUSECn INTS• NTS SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES S B A S I N PER kga TPD A ,, E 1AL OF CNSR�IrOiCTION ITGR A 1043'22" W 45.53' DATRi o3 IY' .t�lO, ro�os- O�as Np S Z�6 0Z1yhO / - - --• --_ --_ 4 N3 n NMW - awu11D O _( L v � rIlSF S AitE. . S-2roXPIRESZYA:5 FROM DTOF APt :OVAL O n G /C It _ iqMCAV MN � wn ION REQ _ — `_ �3 r_ H DEO'lTARY�SYST SYSTEM 5 _ !•/ , / -- �W�nr",',�0<yls - - - _ - - cR/D/AE EXE �t NIOIF .� O DT osi z pc IDN EDWARD J. BOYD, V q'P rn o oe � �`t L VACANT / SUBJECT TO TOWN APPROVAL OF I I I �- ^Nh / _ _ ,, Q��1 MAP OF SECTION ONE GRADING AND DRAINAGE PLAN. W 0 —_ yGGp s PARADISE POINT O FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY CANAL /d -_ NON-DISTUBRATON O V1 1 ON APRIL 11, I963 AS FILE No. 3761 �> (LEADING TO SOUTHOLD BAY) Y� ND BUFFERDAREA _ CN Y � PROPOSED RETAINING 3 r INALL5 WITH WATER c PROOF CONCRETE M r *w IQ IOM per_-_ 45 ! v 06 2- • ^ ,I STONE PAVEDD� 4D�H1- _ _ `rs ;Naj SITE DATA J x TERRACE R\ - _ - q p 9-- SCTM # 1000-81.01-16.8 W -J• 3 8 z 2 PROPERTY: 240 BRIAR LANE 7 W• $ g W p ' / �', •" "" - � ,�i' SOUTHOLD, NEW YORK � uJ• ♦re r r+Fgt:;r�r a I � OWNER: RONALD AND KRIS HERMANCE POSED ( > r. y O _,y - - s . x _ OOL •i4 � s : V . z � 327 MCKINLEY PLACE RIDGEWOOD, NJ. 07450 tq (1)- O 10. /'104 "'; seRv,cE TW EABEDWELLINGr -- D2 DIA WATERRM AGSSITE: 58,089.90 SO. FT. = 1.334 AC. AREA .-- _' - / ♦ee 8 ,,: r r✓ ,, ,.,. . , ....-. '.:�;� �. (wcs w Ir-V SERED RR r r' V - -✓ • - - .. - pz YS C L NTNG: R-80 � hi � ��` s D• sa ' AFD 21- c .9 lF rpNE — SURVEYOR: JOSEPH A. INGEGNO yo �D 9 1380 ROANOKE AVENUE Io II 12 _ °j RIVERHEAD, NEW YORK 11901 GF EW D1 - ' w°� 'b� �`1'• LICENSE # 49668 DATED: OCTOBER 26, 2001 PROCECT NO: 2202 TW PROP ED DIA— W1A-rp SERVICE - -- W12.0 .O - - - - I DRAWN BY RJB / UT 325• CHECKED BY 00' s ` 6 / �� "IN 04.30'00" E _ _ m 6 Av DATE 6 / 24102 - x TEST HOLE SCALE: - PROPOSED SEWAGE DISPOSAL Q REINFORCED WATERPROOF 1" = 20'-0" Ar GRADE OO SYSTEM FOR A POOL HOUSE 1 GONG RETAINING Vvk-L w/ 2#4 m BY Mc DONALD 6EO5CIENCE - 1 WITH A BATHROOM 12"HORIZ. AND 204 ® 12" VERT. ON NOVEMBER 13, 2000 SHEET TITLE: % y r (I) 1000 GAL. SEPTIC TANK (5T) O GRAVEL 2 01 DRAIN li" PVC WEEP HOLE GRADE EL. + 11 .7Ft. PROPOSED RETAINING SEPTIC SYSTEM (I) 8 FT DIA X 4 FT HT d- IO' SPAOIN& (TYP) GRADE ALL WITH WATER 1-1500 GAL SEPTIC TANK (ST) LEAGHIN6 POOL (LP) ' W 3.0 FT BROWN LOAMY SAND 5M PROOF CONCRETE 4-8FT DIA X 4FT DEEP SITE PLAN LEACHING POOLS (LP) 2-8FT DIA X 4FT DEEP S FT. PALE BROWN a BROWN FINE SAND SP FUTURE EXPANSION LEAGHIN6 POOLS (EXP) 3'-I �D 9.6 FT PALE GREY CLAY GH 1 U Nl 2 -2 WATER IN PALE SREY CLAY GH SHEET NO.. TO COURSE SAND -- - N/0/F SITE PLAN REI NFORGED GONG FOOTING W/ 70 FT. - -_- RICHARD MAKELY N RF s O" E AND 3.4 CONT. - - - - DWELLING - (uscs �� wArtR) WATER IN BROWN FINE SCALE: 1" = 20'-0" CONCRETE WALL DETAIL 54 FT. TO COURSE SAND SW 1 NTS WATER ENCOUNTERED AT 9.6 FT. BELOW SURFACE