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TR-10106A
Glenn Goldsmith,President � ���� Town Hall Annex A. Nicholas Krupski,Vice President 54375 Route 25 '^ '�� P.O. Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 �CONTI BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD April 17, 2024 Ms. Eileen Oakley 3310 Little Neck Rd Cutchogue, NY 11935 RE: EILEEN OAKLEY 3400 LITTLE NECK RD, CUTCHOGUE SCTM# 1000-103.-9-13.1 Dear Ms. Oakley: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, March 20, 2024: RESOLVED that the Southold Town Board of Trustees grants a One (1) Year Extension to Administrative Permit #10106A, as issued on April 13, 2022. This is not an approval from any other agency. If you have any questions, please do not hesitate to contact this office.. SGXCI Glenn Goldsmith, President Board of Trustees GG/ec Glenn Goldsmith,President y a Town Hall Annex A.Nicholas Krupski,Vice President 54375 Route 25 Eric Sepenoski W , ' P.O.Box 1179 Liz Gillooly fir " Southold,NY 11971 Elizabeth Peeples Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: 14 2 Completed in field by: Vv� EILEEN B. OAKLEY requests a One (1) Year Extension to Administrative Permit #10106A, as issued on April 13, 2022. Located: 3400 Little Neck Road, Cutchogue. SCTM# 1000-103-9-13.1 Typof area to be impacted: Saltwater Wetland Freshwater Wetland Sound Bay Part of Town Code proposed work falls under: Chapt. 275 Chapt. 111 other Type of Application: Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable Info needed/Modifications/Conditions/Etc.: J Present Were: G. Goldsmith N. Krupski E. Sepenoski L. Gillooly E. Peeples OAKLEY 3310 Little Neck Road Cutchogue, NY 11935 23 February 2024 -8 2 8 2024 Town of Southold i F L Board of Trustees 0I far", , Dear Trustees: Of I am requesting an extension on permit #10106A for the project at 3400 Little Neck Road, Cutchogue. I have enclosed the fee of$100. Respectfully, Eileen B. Oakley r A5 fL 4/ Glenn Goldsmith, PresidentOTown Hall Annex A. Nicholas Krupski,Vice President 4 54375 Route 25 P.O. Box 1179 Eric Sepenoski � � Southold, New York 11971 Liz Gillooly Telephone(631) 765 1892 Elizabeth Peeples ;-Ck " Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD SOUTHOLD TOWN BOARD OF TRUSTEES YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF THE ACTIVITIES CHECKED OFF BELOW INSPECTION SCHEDULE Pre-construction, hay bale line/silt boom/silt curtain 1 st day of construction Y2 constructed When project complete, call.for compliance inspection; Glenn Goldsmith,President �� � " Town Hall Annex A. Nicholas Krupski,Vice President 54375 Route 25 P.O. Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 IOU . BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 10106A Date of Receipt of Application: January 25, 2022 Applicant: Eileen B. Oakley SCTM#: 1000-103-9-13.1 Project Location: 3400 Little Neck Road, Cutchogue Date of Resolution/Issuance: April 13, 2022 Date of Expiration: April 13, 2024 Reviewed by: A. Nicholas Krupski, Vice-President Project Description: Conduct construction activity within 100' from landward edge of wetlands to construct on vacant parcel an approximate 71'x80.8' two-story, single-family dwelling with basement; a 24'x36' garage; install a septic system; and to install a driveway. Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an Administrative Permit allows for the operations as indicated on the survey prepared by Nathan Taft Corwin, III Land Surveyor, last dated April 6, 2022, and stamped approved on April 13, 2022. Special Conditions: None Inspections: Final Inspection. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be required. This is not a determination from any other agency. Glenn Goldsmith, President Board of Trustees NOTE• SURVEY OF PROPERTY FILE O THE OFFICE OF THE CLERK OF SUFFOLK COUNTY r 4 200 �� OVER UPLANDLOT AREA L( 835 sq. ft.) 1. LOT NUMBERS SHOWN THUS:LOTQ REFER TO �� A` � C4J-gLrZA eZOlcal it. of 8' dla. Ieachln ool required y MAP IN MINOR SUBDIVISION OF PROPERTY OF DORIS PRICE MOELLER FOSTER DRIVEWAY AREA 4200 a ff SITUATE ON MAY 21, 1990 AS FILE No. 8941 714 cU ft.sqf/42417 17 vertu. ff. g PCEL DESETTP N& AREA X LOT COVERAGE CUTCHOGUE 2. FLOOD ZONE INFORMATION TAKEN FROM: PROVIDE (5) S' dia. X 4' high STORM DRAIN POOLS 5,265 sq. ft. 9.BX FLOOD INSURANCE RATE MAP No. 3610300164 H ROOF AREA (HOUSE). 4,950 sq. ft. TOWN OF S 0 U T H 0 LD ZONE AE BASE FLOOD ELEVATIONS DETERMINED 4,950 sq. ft. X 0.17 = 858cu. ft. GARAGE 1132 sq. ft. 1.5X ZONE X*: AREAS OF 0.2%ANNUAL CHANCE FLOOD;AREAS OF 1X ANNUAL CHANCE FLOOD B58 cu. ff. / 42.2 = 20.3 vertical ft. of S' dia. leaching pool required SUFFOLK COUNTY, NEW YORK WITH AVERAGE DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN PROVIDE (6) 8' dia. X 4' high STORM DRAIN POOLS DRIVEWAY APRONS 330 sq. ff. 0.6X 1 SQUARE MILE;AND AREAS PROTECTED BY LEVEES FROM 1%ANNUAL CHANCE FLOOD. S.C. TAX N0. 1000-103-09-13.1 ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2%ANNUAL CHANCE FLOODPLAIN. ROOF AREA (GARAGE): 832 sq. ft. 3. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM 832 sq. t. X 0.17 = 141 cu. ft. WALKS 510 sq. ft. 1.0X SCALE 1"=60' EXISTING ELEVATIONS ARE SHOWN THUS:.= 141 cu. ft. / 42.2 = 3.3 vertical ft. of 8' dia. leaching pool required F.FL- FIRST FLOOR PROVIDE (1) 8' dla. X 4' high STORM DRAIN POOLS TOTAL 6,937 sq. ff. 12.9X JULY 17, 2015 G.FL.- GARAGE FLOOR PROPOSED 8' DIA. X 4' DEEP DRYWELLS:i�_) JUNE 7, 2017 ADD SPOT ELEVATIONS UM SEPTIC TANK CAPACITIES FOR A 6 BEDROOM HOUSE IS 1,750 GALLONS. JANUARY B, 2019 LOCATED TOWN TRUSTEES WETLAND FLAGGING 4. MINIM 1 TANK; 10' DIA. 3.5' LIQUID DEPTH PROPOSED B' DIA. X 4' DEEP DRYWELLS WITH OPEN GRATES:"--,' APRIL 6, 2022 ADD NON--DISTURBANCE 18, 2022 RELOCATED PROPOSED HOUSE 5. MINIMUM LEACHING SYSTEM FOR A 6 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA. --DISTURBANCE BUTTER B LEACHING GALLEYS (8.5'x4.75') 2' HIGH TOTAL LOT AREA = 106,723 sq. ft. ]PROPOSED FUTURE 50X EXPANSION GALLEY WILSON ROAD 2.450 ac. UPLAND LOT AREA = 53,835 sq. 0. Q PROPOSED 8.5' X 4.75' X 2' HIGH LEACHING GALLEY 1.236 ac. PROPOSED 1,750 GALLON SEPTIC TANK 6. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD CERTIFIED T0: R LAND TITLE INSURANCE COMPANY OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. OOKE C 7. ALL EXISTING DWELLINGS WITHIN 150' OF SUBJECT PROPERTY ARE CONNECTED TO PUBLIC WATER. ut OOKE ABSTRACT Corp. THE NORTHERN TRUST COMPANY, N 50 S. LASALLE STREET, CHICAGO, IL 60603 �a 1 N9RYf18 00MHA71Y N 695.56, Ir-I 0 y 366.01 ' VC tLF!-J�' Veit uI TeEdST HO LE DATA (TEST HOLE DUG BY ON BET MOFOUND POOeVRE CONC. r 0.5',L LOT (D GRAYISH H5PB1R,tO WN SANDY LOAM OL WOODED OLE, VACANT AND BROWN SILTY SAND SM . 'a C� kT T. r 'a„�C�ty '1w ' " c �IVL JiL JC.. 5 ^ ",J, p 14 + gp,NITPRY) �. N M � m'' � PALE BROWN SILT ML 81'03 p0 L + y" + �. wt ne Tats( N N , qp baa' O w 5. O PALE BROWN SILTY SAND SM ...Alit AL �C AL FL00 E- �d0.1:,. e' y� 4 1P .. ^` PALE BROWN FINE SAND SP W EL 0.21AL 89' r+w' -4 \ AL FLAG E-G� y'4AL Aj �i0 .�^- rv ,£p�OST v O �o WATER IN PALE BROWN 'iie AL "., �w Wrp 12"a• 188.00 m ? • mfpp FINE SAND SP \ c AIIL AII� MEADOW 0 � FLAG E-5 TP `"" '"� •03 > \\ s� � ��� `�' Vl S C? � 17' tt z- \ Lin Im ((11 Allc w �V A Allc Allc FLAfd 4 a t to \\\ IN S p IJSMMED w CZ Z \ Allc Allc „ 0.p0, rn N �D LAND v AL � DWOLUIP4whim � 45 a.�k M C� -► -+ \ USES FU00C APR 2022 w AIS AIS LOT a� ✓r AV O Nxq,W, v., AppE 5011 10W Town FLAG E-1 �,-� � . 1N Trn.��6s i AL Board�T «, p1 .03 00 �, s BOARD OF i R USTEES r S iV i TOWN OF SOUTHOLD � � ��� �i���m� �� Y. r��. Na. 50467 DATE �. THIS UNAUTHORIZED 7209 SURVEY 17A04 VIOLATION OF 2oZZ SEC ",�.STALE Nathan m Orw 1:11 /�PRt� l � EDucnnoN LAW. COPIES OF THIS SURVEY MAP NOT BEARING Land %t-:33Urveyor THE LAND SURVEYOR'S INKED SEAL OR kxw't TO BEEMBOSAAUD TRUE CSEAL SHALL�BE CONSIDERED •- -..m..._...,,. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED.AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout LENDING INSTRUOON LISTED HEREON,AND EE TO THE ASSIGNS OF THE LENDING INSn- PHONE (631)727-2090 Fax (631)727-1727 TUTION.CERTIFICATIONS ARE NOT TRANSFERABLE OFFlCES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHT OF WAYS 1586 Main Road P.O. Bax 16 AND/OR EASEMENTS OF RECORD, IF James ort, New York 11947 James ort, New York 11947 AN , NOT SHOWN ARE NOT GUARANTEED. P P Glenn Goldsmith, President o��SUFFOL/r Town Hall Annex A Nicholas Krupski, Vice-President 54375 Route 25 Eric Sepenoski y x P.O. Box 1179 Liz Gillooly Southold, NY 11971 Elizabeth Peeples Gy � �aol� Telephone el x on 765-6641 65-1892 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Date/Time: ilo/2 ZCompleted in field by: EILEEN B. OAKLEY requests an Administrative Permit to conduct construction activity within 100' from landward edge of wetlands to construct on vacant parcel an approximate 71'x80.8'two-story, single-family dwelling with basement; a 24'x36' garage; install a septic system; and to install a driveway. Located: 3400 Little Neck Road, Cutchogue. SCTM# 1000-103-9-13.1 CH. 275-3 - SETBACKS WETLAND BOUNDARY: Actual Footage or OK=q Setback Waiver Required 1. Residence: 100 feet 2. Driveway: 50 feet 3. Sanitary Leaching Pool (cesspool): 100 feet 4. Septic Tank: 75 feet 5. Swimming Pool and related structures: 50 feet 6. Landscaping or gardening: 50 feet 7. Placement of C&D material: 100 feet TOP OF BLUFF: 1. Residence: 100 feet 2. Driveway: 100 feet 3. Sanitary leaching pool (cesspool) 100 feet: 4. Swimming pool and related structures: 100 feet Public Notice of Hearing Card Posted: Y / N Ch. 275 `✓j Ch. 111 SEQRA Type: 1 II Unlisted Action Type of Application: Pre-Submission Administrative Amendment Wetland Coastal Erosion - Emergency Violation Non-Jurisdiction Survey <_ 5 years: Y/N Wetland Line by: C.E.H.A. Line Additional information/suggested modifications/conditions/need for outside review/consultant/application completeness/comments/standards: I have read & acknowledged the foregoing Trustees comments: Agent/Owner: Present were: E. Peeples L. Gillooly G. Goldsmith N. Krupski E. Sepenoski Other NOTE: IMPERVIOUS LOT COVERAGE SURVEY OF PROPERTY 1. LOT NUMBERS SHOWN THUS:LOT 7Q REFER TO DRAINAGE SYS TEAf CALCULATIONS: OVER UPLAND LOT AREA 835 t MAP OF MINOR SUBDIVISION OF PROPERTY OF DORIS PRICE MOELLER FOST53, s4• .f ER •) FILE IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY DRIVEWAY AREA: 4,200 sq. ft. SITUATE ON MAY 21, 1990 AS FILE No. 8941 4,200 sq. ft. X 0.17 = 714 cu. Tt. DESCRIPTION AREA X LOT COVERAGE 714 cu. ft. / 42.2 = 17 vertical ft. of 8' dia. leaching pool required CUTCHOGUE 2. FLOOD ZONE INFORMATION TAKEN FROM: PROVIDE (5) S' dia. X 4' high STORM DRAIN POOLS HOUSE STEPS & 5,265 s it. 9.8X FLOOD INSURANCE RATE MAP No. 3610300164 H ROOF AREA (HOUSE): 4,950 sq. ft. CELLAP ENTRANCE q• TOWN OF SOUTHOLD ZONE AE: BASE FLOOD ELEVATIONS DETERMINED 4,950 s ft. X 0.17 = 858 cu. ft. ZONE X•: AREAS OF 0.2R ANNUAL CHANCE FLOOD;AREAS OF 1R ANNUAL CHANCE FLOOD qft.• GARAGE 832 sq. ft. 1.5X WITH AVERAGE DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 858 au. (6 / 42.2 = 2' vertical ft. of 8' dia. leaching pool required SUFFOLK C 0 U N TY NEW YORK 1 SQUARE MILE;AND AREAS PROTECTED BY LEVEES FROM IX ANNUAL CHANCE FLOOD. PROVIDE (6) 8' dia. X 4' high STORM DRAIN POOLS DRIVEWAY APRONS 330 sq. ft. 0.6X S.C. ' ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2X ANNUAL CHANCE FLOODPLAIN. ROOF AREA (GARAGE): 832 sq. ft. CTAX No. 1000-103-09-13.1 3. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM 832 sq. ft. X 0.17 = 141 cu. ft. WALKS 510 sq. ft. 1.0X „ , EXISTING ELEVATIONS ARE SHOWN THUS:XILX 141 cu. ft. / 42.2 = 3.3 vertical ff. of B' dia, leaching pool required SCALE =60 F.FL- FIRST FLOOR PROVIDE (1) 8' dia. X 4' high STORM DRAIN POOLS TOTAL 6,937 sq. ft. 12.9X G.FL- GARAGE FLOOR PROPOSED 8' DIA. X 4' DEEP DRYWELLSd_ q JUNE 7,4017 ADD SPOTELEVATIONS 2015 4. MINIMUM SEPTIC TANK CAPACITIES FOR A 6 BEDROOM HOUSE IS 1,750 GALLONS. JANUARY 8, 2019 LOCATED7. 201TOWN TRUSTEES WETLAND FLAGGING 1 TANK; 10' DIA. 3.5' LIQUID DEPTH PROPOSED B' DIA. X 4' DEEP DRYWELLS WITH OPEN GRATES: 1 MARCH 18, 2022 RELOCATED PROPOSED HOUSE S. MINIMUM LEACHING SYSTEM FORA 6 BEDROOM HOUSE IS 400 eq 1t SIDEWALL AREA. �. 8 LEACHING GALLEYS (8.5'x4.75') 2' HIGH APRIL 6, 2022 ADD NON-DISTURBANCE BUFFER r-' TOTAL LOT AREA = 106,723 sq. ft. PROPOSED FUTURE 50X EXPANSION GALLEY , WILSON ROAD 2.450 ac. Q PROPOSED 8.5' X 4.75' X 2' HIGH LEACHING GALLEY UPLAND LOT AREA = 53,835 sq. ft. ' 1.236 ac. a• PROPOSED 1,750 GALLON SEPTIC TANK 6. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD u' CERTIFIED TO. OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. WESTCOR LAND TITLE INSURANCE COMPANY 7. ALL EXISTING DWELLINGS WITHIN 150' OF SUBJECT PROPERTY ARE CONNECTED TO PUBLIC WATER. Ln COOKE ABSTRACT Corp. THE NORTHERN TRUST COMPANY, 00 50 S. LASALLE STREET, CHICAGO, IL 60603 IT/01F coiQ'A+ m � 9 2 C 198 NORTSSRN�NG 695 56 m USES PUBLIC WATER -3 fm NO O y c / 366.48 %•w.!• \°% .... N L\tom o c ^'A ( \'�'� ' c: V TEST HOLE DATA 1 b Y�" 5 C (TEST HOLE DUG BY McDONALD GEOSCIENCE im FO NC MON. lJ--- ° / /4 � Z O v y me m� z� POST g WIRE' (A 1 I .�� • '� O m h+ ON SEPTEMBER 24, 18 2:25PM) 'I, Z6 �� Li EL 9.0' AL 6 E y C C a. r BICE �- jr'� ,�z� LOT D � 0 Im � '• GRAYISH BROWN SANDY LOAM OL L- AND W000FJ) m y c 05' +� TE OLE' • ANT v 7c > VAC m F G c i l 1 R2 A. o, o m a•' ii:•:i:::i:::•::."?.•i::i:?•i:•i:: .y, �'• p p BROWN SILTY SAND SM .i'•i:;?;?;i.`i•.•=iii:•ii:•iii. �`• D-- �` a P05Fy U " z FTi �Z ` i "":.s sA :•('� OFF, ' 'n ✓�1 'III .`•Ery .(T". 6,F `� n f+ ALIL OO E \V iii: ': ..,'o....... .::::. F'ROP�4F,O NS7ITARY) g1.03 \DD• CK •::;:lv_•:, :;>::;:. ��E.e �'.��"-• pRY �OR 5 � N - PALE BROWN SILT ML AiL '1, ;:•:•ii:•:CF'•.'::.:.:: ;,.b PALE BROWN SILTY SAND SM AWL �Illt ILfL /. / = O FLAG E- c .................................... ....................�\A.:i: ir.';. :+ 96.1' z O :,...... ,. B. \ � :•:{.a:..:.......::iiiii:.'i•, r?.7 PALE BROWN FINE SANG SP \ AL ' minx EL 0.2' > FLAG E-B .{. N:i•::, , t �. `:i r i b c Uf B.B' •�, D••••�? w 1 B RE FACE vi ci v_ O m NO \ 6 :.:::'::' �-. { `�.L � POST A , r' m O �o WATER IN PALE BROWN �\ J O \ AL = g8.00 � � f FINE SAND SP J 00+ \ AL \,��C, ; F. `'-'r� SHRUBS 3� ff W O 4r �t O O \\ •; MEADOW 4n'ZaJ eP m= ,91 ��•03'OO O s� O+ \ Alit Milt � FLAG E-5� '2'1`.YP ��O\JF \ �� N S 8 �c O. \\ f JSI{L 0(i•; a0 0\O\ Oy�\Oy \ O x \ O \ Al L . 0% (J7 r+l FLAG 14 �AL I C Ul c\ 3o ]1I{LFLAG E- - ,p Il V ROW OFTEsM ® {4v Iii' fl'J 0� rn - STAND O FOR OROANCE WfIH�E MINIMUM BLISHED ? \\\ 'VI` 1111c '1V` o� 450.0 o�oy` o suTal9ll�s E y it ��+I�o TE D mnme \\\ ]lilt- �Illt LAG E_2\�� USES PUBLIC wpTFR PA�G i Cir_ 1`r\, x .o o \\ ''i'` >,� \ o LOT ® �0om�0 APR 1 1 2022 f.lA+ .dL FLAG E-\ O.g `POG .50�" Southold Town 03'00" W '�` g s� Board of Trustees S 81• ?,.. •gin v67 N.Y.S. Lic. No. 50467 To THIS ALTERATION OR ADDITION Nathan Taft Corwin III TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE COPIESEDUCATTHIS Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED,AND ON HIS BEHALF TO THE TIRE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION USTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSR- PHONE (631)727-2090 Fox (631727-1727 TUTION.CERTIFICATIONS ARE NOT TRANSFERABLE THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 OAKLEY p ECEIVE 331 O LITTLE NECK ROAD CUTCHOGUE, NY 11935 MAR 2 4 2022 Southold Town 18 March 2022 Board of Trustees Southold Town Board or Trustees Town Hall Annex 54375 Route 25 Southold,NY 11971 Dear Sir or Madam: As per the Trustees meeting on 3/16/22, in the matter of the new home construction at 3400 Little Neck Road, in Cutchogue,I have decided to move the new proposed house back beyond the 100' wetland setback as per the new surveys. Given the new location of the house, which is now out of the Trustees jurisdiction, I would like to change the wetlands permit to an administrative permit. Sincerely,, Eileen Brennan Oakl ND TF- IMPERVIOUS LOT COVERAGE SURVEY OF PROPERTY 1. LOT NUMBERS SHOWN THUS:LOT 1) REFER DRAINAGE RAINAGE SYSTEM a7 >' eTIONS• OVER UPLAND LOT AREA (53,835 sq. ft.) MAP OF MINOR SUBDIVISION OF PROPERTY OF DORIS PRICE MOELLER FOSTER DRIVEWAY AREA: 4,200 sq.FILE IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTYft. SITUATE ON MAY 21, 1990 AS FILE No. 8941 4,200 sq. ft. X 0.17 = 714 cu. ft. DESCRIPTION AREA X LOT COVERAGE 714 cu. ft. / 42.2 = 17 vertical ft. of 8' dia. leaching pool required CUTCHOGUE 2. FLOOD ZONE INFORMATION TAKEN FROM: PROVIDE (5) 8' din. X 4' high STORM DRAIN POOLS HOUSE STEPS & 5,265 sq. ft. 9.8X FLOOD INSURANCE RATE MAP No. 3610300164 H ROOF AREA (HOUSE): 4,950 sq. f}. CELLAf� ENTRANCE TOWN OF SOUTHOLD ZONE AE: BASE FLOOD ELEVATIONS DETERMINED 4,950 sq, ft. X 0.17 = 858 cu. f}. GARAGE 832 sq. f}. 1.SX ZONE X•: AREAS E GE ANNUAL CHANCE FLOOD;AREAS W 1X ANNUAL CHANCE FLOOD 858 cu. ft. / 42.2 = 20.3 vertical f}. of 8' din. leaching pool required SUFFOLK COUNTY, NEW YORK WITH AVERAGE DEPTH ARE MILE;AND AR LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN PROVIDE 6 8' din. X 4' hl DRIVEWAY APRONS 330 sq. ft. O.6X ZONE X. AREAS UDETERMNED TO BE OUTSIDEAS E TTHHEE 0.2X ED BY ANENNNUUALFCHHANCE FLOODPLAIN. CE FLOOD. ROOF AREA (GARAGE): 832 sq. ft STORM DRAIN POOLS S.C. TAX NO. 1000-103-09-13.1 3. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM B32 sq. ft. X 0.17 = 141 cu. ft. WALKS 510 sq. ft. 1.0X „ , EXISTING ELEVATIONS ARE SHOWN THUS:X= 141 cu. f}. / 42.2 = 3.3 vertical ft. of 8' din. leaching pool required SCALE =60 F.FL- FIRST FLOOR PROVIDE (1) 8' din. X 4' high STORM DRAIN POOLS TOTAL 6,937 sq. f}. 12.9X JULY 17, 2015 G.FL- GARAGE FLOOR. PROPOSED 8' DIA. X 4' DEEP DRYWELLS:0 JUNE 7, 2017 ADD SPOT ELEVATIONS 4. MINIMUM SEPTIC TANK CAPACITIES FOR A 6 BEDROOM HOUSE IS 1,750 GALLONS. JANUARY 8, 2019 LOCATED TOWN TRUSTEES WETLAND FLAGGING 1 TANK; 10' DIA. 3.5' LIQTEM F DEPTH PROPOSED S' DIA. X 4' DEEP DRYWELLS WITH OPEN GRATES:/1 MARCH 18, 2022 RELOCATED PROPOSED HOUSE S. MINIMUM LEACHING SYSTEM FORA 6 BEDROOM HOUSE IS 400 sq it SIDEWALL AREA. LJ 8 LEACHING GALLEYS (8.5'x4.75') 2' HIGH TOTAL LOT AREA = 106,723 sq. ft. L_� PROPOSED FUTURE 50X EXPANSION GALLEY Q PROPOSED B.5' X 4.75' X 2' HIGH LEACHING GALLEY WILSON ROAD 2. ac. UPLAND LOT AREA = 53,83355 s sq. i}. PROPOSED 1,750 GALLON SEPTIC TANK 1.236 ac. 6. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD + CERTIFIED TO: OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. " WESTCOR LAND TITLE INSURANCE COMPANY 7. ALL EXISTING DWELLINGS WITHIN 150' OF SUBJECT PROPERTY ARE CONNECTED TO PUBLIC WATER. 1n COOKE ABSTRACT Corp. THE NORTHERN TRUST COMPANY, zC 50 S. LASALLE STREET, CHICAGO, IL 60603 �o NID B UST Coup-Trf i mo TR8 NORTRfiDWEWNG rA 695.56 USES PUBUC WATFR00 A �c 0 yot t7' 5d c / 366.48' `\Y1S 'E .. -. c ro� Vtm TEST HOLE DATA O N ^' im "UH O lAON. ^r'�-f" • {�/� G F ST HOLE DUG BY McDONALn GEOSCIENCE m {r¢WIRE' CON /-�l,_J ., .' ,••. ' *FJ�'" = p� m �-I ON SEPTEMBER 24, 18 2:25PM) E L �--I EL 9.0' 0• .LL z �� FENCE r /"; LOT (D o GRAYISH BROWN SANDY LOAM OL pOSWOODED .L.1 / OLE' CANT u a ••7� 1•' VA m ]111L c -B i l 1 FUG E �] yy e�o) o m e•' BROWN SILTY SAND SM z 05� U o 1.7 P z s�� ` .Lp ..(; APRON pp •p••'�i.'•iiF�iiFii. 00 �IIIL ;i::•:1 ': ::•:::ti9:•:C"•:•i:•i'•i.• 9.8 •(BUIISJI R 9MITP RYA �' 'gid PALE BROWN SILT ML 81'03 AC cK o TPR° I ............ ............. A N_ ............. N ::N cNo \ \ANO St t .:: ,q5;; o O 5. WET :t%6F•.•:..;t;•::b i 1� PALE BROWN SILTY SAND SM ,1VL , o �1�IL .LIC. 0 0 9111 ly .......................... ............. � � ........................ ........-.. :: ;: ....:::...;:.:.... 96.1' z O :,..•.... ,. G' \\ ..::.w. :�:ci:;ii:•ii.i. ��,,,j �2.J �;::'::'�,� PALE BROWN FINE SAND SP 2 \ � g FLAG E-6 \ i :: , `F :i ' b C N EL 0.2' £ 1 a 1, o z c `\ j;iii:•!�_,\ RE FpJ10E u+-i ri 0 ut y n 0. \ y ::::•• �^ �yCE pOSf , m WATER IN PALE BROWN J \\ � AL \1-� •is4y `� �•,f�r' - 1.25• 1$a.p0 W m� FINE SAND SP r��'•11,� ' � sH 00r-06MEADOW L 0 � c FLAG E- 17'� x2.6 Ln Q m AL 09- ilL TAL FLAGV'l FUG E- 3•(F O E ROW 0 PREPARED IN ACCORDMCE-Y,ILt1 THE MINIMUM \ ]Illi. � ` � m STANDARDS MR41TCE SURVEYS`AS ESTABLISHED BY THE LI.A S.ANDIA PROVED„AND XDOPTED 450-()oFOR SUCH USEiBY THE NEWLLORK srATE\LAND \,,\ TTITE OCIATION� '1 ' A L ]1 L G E-`\ GWATFR L1 \\\ ,> USES PUBLIC MAR 2 2022 a d . \ �IIIL ' LOT 0. UA ' FLAG E $pUttloldTown " .{ •�, .fib' a IL Board of Trustees V! `;f/v S 51.03'00" No. 50467 TO THIS UNAUTHOSURVEYIS MATION AA VIOLATION OF OR ADDITION Nathan Fa- �-fCorwin III SECTION 7209 OF THE NEW YORK STATE12 Surveyor CPIESEDUCATION UW. Land Surveyor • COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED,AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES of THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727 TLRION.CERTIFICATIONS ARE NOT TRANSFERABLE THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 F` Glenn Gcl, th, President Town Hall Annex A. Nicholas Krupski,Vice President 54375 Route 25 Eric SepenoskiP.O.Box 1179 Liz Gillooly `E Southold,NY 11971 Elizabeth Peeples Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Date/Time: 3/y 2 Completed in field by: EILEEN B. OAKLEY requests a Wetland Permit to construct a 71'x80.8' two-story, single-family dwelling with basement; a 24'x36' garage; install a septic system; and to install a driveway. Located. 3400 Little Neck Road, Cutchogue. SCTM# 1000-103-9-13.1 . - - SETBACKS WETLAND : Actual Footage or OK=� Setback Waiver Required 1. Residence: 100 feet 2. Driveway: 50 feet 3. Sanitary Leaching Pool (cesspool): 100 feet 4. Septic Tank: 75 feet 5. Swimming Pool and related structures: 50 feet 6. Landscaping or gardening: 50 feet 7. Placement of C&D material: 100 feet TOP OF BLUFF: 1. Residence: 100 feet 2. Driveway: 100 feet 3. Sanitary leaching pool (cesspool) 100 feet: 4. Swimming pool and related structures: 100 feet Public Notice ;f Hearing Card Posted: Y / N Ch. 275 V Ch. 111 SEQRA Type: I II Unlisted Action Type of Application: Pre-Submission Administrative Amendment Wetland Coastal Erosion Emergency Violation Non-Jurisdiction Survey <_ 5 years: Y/N Wetland Line by: C.E.H.A. Line Additional information/suggested modifications/conditions/need for outside review/consultant/application completeness/comments/standards: eSl 6 t t TA- I TA I have read & acknowledged the foregoing Trustees comments: Agent/Owner: / Present were: G. Goldsmith _ N. Krupski ___L.-E. Sepenoski L t Gillooly E. Peeples Other NOTE: IMPERVIOUS LOT COVERAGE SURVEY OF PROPERTY . LAT NUMBERS SHOWN THUS:LOTQ BEEN TO MA2WOE STEM OLCLILATIONS: OVER UPLAND LOT AREA (58,885 sq. ft.) MAP OF MINOR SUBDIVISION OF PROPERTY OF DORIS PRICE MOELLER FOSTERpR1YtwA7 AREIM 4200 eq.4P. I, SITUATE FILE IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY DRIVEWAY sq.it It 0.17 0 714 au. tt. DESCRIPTION AREA X LOT COVERAOE CUTCHOGUE ON MAY 21, 1990 AS FILE No. 6941 714 au.11./42.2= 17 vertlaal ft. of 8'dla.leaching pool rogalred 2.FLOOD ZONE INFORMATION TAKEN FROMe PROVIDE(5)W dto.X 4' high STORM DRAIN POOLS NO STE S & 5,265 eq.1f. 9.8X FLOOD INSURANCE RATE MAP No. 3610300164 H eq� CELLA ENT NCE" - ZONE At BASE FLOG 0 ETJvvAnOHs DETETO4IN® R04F9SOEflq(Ht°z�aii'g=0656 cu.M. GARAGE 832 aq.if. 1.5X TOWN OF SOUTHOLD ZONE X*r AREAS OF 0"ANNUAL CHANCE FLOOD;AREAS OF Is ANNUAL CHANCE FLOOD 856 au:ft./42.2=20.3 verilcal ft. of W dla. leaahtng pool required I SUFFOLK COUNTY, NEW YORK WITH AVERAGE DEPTH OF LESS THAN I FOOT OR WITH DRAINAGE AREAS LESS TWJJ PRONGS(6)8' dia.%4' high STORM DRAIN POOLS DRIVEWAY APRONS 330 eq.ft. 0.6X 7 SQUARE MILE(AND MEAS PROTECTED fly LEVEM FROM IX ANNUAL CHANCE FLOOD. , 9 S.C. TAX No. 1000-103-09-13.1 ZONE X: AREAS DEIERN[INED TO BE OUTSIDE THE 0.2%ANNUAL CHANCE n000 INN. ROOF AREA OARAG 132 V.it. 3.ELEVATIONS ARE REFERENCED TO N.A.V.D. 1966 DATUM 632 eq. %0.7= 141 cu.ft. WALKS 510 sq,ft. 1.0/. SCALE 1"=60' EXISTING ELEVATIONS ARE SHOWN TH. 198 3 141 au.ft./42.2 a 3.3 vertical ft. of e' dia. teaching pool mqulmd m- FIRST FLOOR PROVIDE(1)8' die.X 4' high STORM BRAIN POOLS TOTAL 6,937 sq. f1. 12.9X JULY 17, 2015 Ott- GARAGE FLOOR PROPOSED 8'DIA.X W DEEP DRYWELIS:0 JUNE 7.2017 ADD SPOT ELEVATION 4.MINIMUM SEPTIC TANK CAPACITIES FOR A 6 BEDROOM HOUSE IS 1,780 GALLONS. OCTOBER 23 20 ADD PRO HOUSE 1 TANK: 10'DIA. IIJi' LIQUID DEPTH PROPOSED B' DIA.X 4'DEEP DRYWELLS WITH OPEN GRATES; DECEMBER 10,2011 REVISE PER S& N0110E(12 9 1B"DEC NYSDEC NOTICE(11/2T/te) S.MINIMUM LEACHING SYSTEM FOR A 6 BEDROOM HOUSE IS 400 aq ft SIDEWALL AREA. JANUARY 1.2019 LOCATED TOWN TRU D FLAGGING 6 LEACHING GALLEYS(6.5'X4.75')2' HIGH TOTAL LOT AREA = 105,723 sq. N. [Z]PROPOSED FUTURE BOX EXPANSION QUM WILSON ROAD 2.450 cc. 0 PROPOSED 9.11'X 4.711'�X r HIGH LEACHING GALLEY � UPLAND LOT AREA=63,335 ff. 1.236 aa.a. PROPOSED 1.750 GALLON SEPTIC TANK 6.THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD CERTIFIED.T0: A LAND TITLE INSURANCE COMPANY OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. COOKS 7.ALL EXISTING DWELLINGS WITHIN 150'OF SUBJECT PROPERTY ARE CONNECTED TO PUBLIC WATER. iIL COOKS ABSTRACT Corp JI THE NORTHERN LLEST EET, CiI 8� S 80 S. IASALLE STREET, CHICAGO, IL 60803 c FFA ,�NmTr> TMBD�'LI' N 695.56' Ir-t USES ° • ca r ipA /■'� 366.48' V TEST HOLE DATA WIN a/i��i N� MURp MON. .V•° • L� �� O �ON SEPT,FJHBER 2A 18 2:25PM) r p `� a HOLE DUG BY dfee0rder n GEOSr.1ENCE $ p= TBG &WIRE CANC• ' I • • , LOT O 1 - n • WASH BROWN SANDY LOWL OL , V .•• .'. Southold TCWO _- FLAG E-B .. °•o qT M BRAWN SILTY SAND SM OwAee 3'00%Noun " AUL 7IItL �' ` r .nS \9.A •96 (6U�1�SAUITAt1) $ PALE BR-011111111111 OWN SIT NL IA 5��� ' I AOK r r A' gLOYu` O _ \ ((LPN I •nx..•:r AFL aEl. A •t PALE BROWN SI.TY SAND SM . i�Ut Lslk. FTAO E- b I •n:. .. 00 > G \ 1.� A I •\j/ ." ' m� :i•• r 103.2rr + PALE BROW FINE SAND SP 2 \ AL � � FLAG E-8 ,\� ®` ;., .L.•b:..* ,�, � > B N ,+ 88• AL \ �� { + % PO51 1$9.00° W 2 WATER SAND SP BROWN poo AIIL. AL � � .ZQ� sHRUBs �naB 0++ W oc 4: � �► o o \\ Milt. A MEADOW >tiVt FLAG E-s�TP` �'I � "e lcn S 81'03'0 0 7r 7LIIL \. U v m '� � �• N W� ` 'Slit IL '>V` ,� Ftaa4TD � �`�y�j aF g - V i CS\+ F7Aa E- ` Tc ROW OF PREPARW1F m (� (� S�'�U D RIFD% � 6% i 450.00 D E LLA E B V IE ESD su a BY�TaQw ro s(ATA00E CTC111WWWD ai \ 71YL LAA E-� USES WAtFA , ON• �rO� ,.' LULL JSIIL �� jl LOT G) ;I; OWA \ AL A L 7fUt FLA.E\ y 4' ++ W A' HOUSE PROPOSED SEPTIC SYSTEM DETAIL . 3'00 DETAIL FL] 0 (NOT m saNEFLASH1 SOUthol TOWA Gj;!'. am5'"=1( a I1C~�_�S �m roE ELw. s -9.0' L - TOP n.ao' TOP EL.7Z MIN. a,, J 1�'k� N.Y.S. LIc, No. 50487 LSNLOUT MIN.4'041 •�- APPROVED PIPE LEAN SEPTIC APPRa I' eq SAM UNAVRIDFUZED ALIS MIM OR A0ORM WJ'• in.PITGI 1/4%1' x-80' min.PITCH i/B'/1' YBr l �, COLLAR TO THIS SURVEY L4 A WOLARON OF Nathan Taft Corwin 111 INV.EL SECTION 7209 OF THE NEW YORK STATE 1e r w HIGHEST ER OF EL ENE WATER COPIESEDUCAON LAW. Land Surveyor BORON EL a OL-�-�_ _ I!' �_ �101Nl WATER OF EUGRIE'S CREFJC TdEV•1•T T•pPi6 OF THIS 9UTaAY IMP NOT BEAF0N0 3.r K I, THE LAND SURVEYOR'S INKED SEAL OR o - EMBOSSED SEAT.SHALL NOT BE CONSIDERED BUT.EL GO TO BE A VALID TRUE COW. GRAND 1(fATER PER tEsrHOLE Successor To:Stonle J.leaksen,Jr.L.S. SEPTIC TANK [t) I ELEV.0.2 CERTIFICATIONS INDICATED HEREON SHALL RUN LEACHING GALLEY$ [S� ONLY TO THE PERSON FOR WHOM THE SURVEY Josep A ingegno L.S. 1.WNIMUM SET+ITC TAN CAPACIIi6 FDR A B BEDRODN HOUSES 1,760 GALLONS, •�� IS PREPARED.AND ON HIS BEHALF TO THE K TITLE COMPANY GOVERNMENTAL AGENCY AND Title Surveys -SttbdivTsToris - Site Plans - Conalructlon Ltrycut 1 TANK:10'DIA 3S UOUID DEPTH 1.MINIMUM LEACHING S f'OR BEDROOM HOUSE IS 400 M ft SIDEWALL AREA LENDING IES iRrRON LISTED HEREON,.AND 2.CONCRETE SHALL PAVE A MINIMUM COMPRESSIVE STRENGTH OF 40DO fal AT 26 DAYS. B GALLEYS:2'DEEP•,BS'X 4.75 TO THE ASSIGNEES OF THE LENDING INsn- PHONE (531)727-2090 FOX (531)727-1727 3.WALL TWCKN64 SHALL BE A MINIMUM OF 3'.A TOP TLUgWIR9 OF B AND A BOTTOM THICKNESS OF 4'. 2-LFACFQNO GALLEYS AEE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE(OR EQUAL) TUTION.CERLIRCARONS ARE NOT 7RIWSFEIMUL ALL WAl1S,OOftGM MD TOP SWILL COMNN RMNFORCMNG TO RESIST AN APPLIED FORTY.GF 300 Pal. LEACHING GTRUCRIRFS,SOLD DOMES MD/OR SINUS. OFFICES LGCA70 AT MAILING ADDRESS y A ALL JOOITS SHALL ES SEALED SO THAT THE TANK S WATINEIBHT. 3.ALL COVERS SI1U 51 OF PRECAST REINFORCED CONCRETE(OR EQUAL). THE EXISTENCE OF RIGHT OF WAYS L THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL M ALL DIRECTIONS(WITH A MAX TOLERANCE OF 37%4' 4.A 10'min.DISTANCE BETWEQI IEACInNO GA11F15 MO WATER UNE SFWJ.tTE LAMAMED. AND/OR EASEMENTS OF RECORD. IF 1586 Mofn Road P.O.BOX 16 5 ON A MRUMUM 3'THICK BED OF COMPACTED SAND OR PEA GRAVEL. 6.AN V mTn.DISTANCE 11ETYLF7UU ALL lFAC171Na OALJJLYS AND SEPTIC TMK stwL,BE MAIMNN®. Apry, NOT SHOWN ARE NOT GUARANTEED. JamespoM New York 11947 JOmesport, New York 11947 L A 10'min.DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. SITE DATA PROJECT DESCRIPTION 1NILSON ROAD 5CTM# 1000-103-09-13.1 -CONSTRUCT 264.4' X 52.q' 4 BEDROOM RESIDENCE W/ BASEMENT PROPERTY: '_5400 LITTLE NECK ROAD -CONSTRUCT 23.4' X 38' GARAGE C:UTGHOGUE, NY 11 q35 -STONE PATIO AND INALKiNAY5 A5 5HOlNN ON PLAN OWNER: E:ILEEN B OAKLEY -TOWN OF SOUTHOLD WETLAND5 PERMIT#9383 ZONING: R40 -NY50EC WETLAND5 PERMIT #1-4738-04644/00001 00 -NEW SANITARY SYSTEM AS PER 5GDH5 APPROVAL R-10-18-0133 p z LOT AREA -NEW UNDERGROUND WATER, GAS, AND ELECTRIC, UTILITIES TEMPORARY ERp510N d 3 TOTAL LOT AREA 106,723 5F CONTROL SILT PENCE o y� N N A5 REQUIRED r TOTAL UPLAND AREA 53,835 5F = 0 0 IMI?OF GROUND �p M M �w DISTURBANCE , ; _ PROPOSED LOT CC)VERAGE Z ----- _------- 366:4a' -- 00 r ____-_-_____-_- G'�R / \'\� STA f2ED rn RESIDENCE 3,554 5F -- Q�oQ ��EV - '.•i ' ,��R\ `` "ANCE ---_ / ON - "- GARAGE 956 5F N rn -------------------- 0% tm FOUND -STONE PATIO 520 5F GONG.MON. zn e IRE w T„ Q DRIVEWAY APRONS 445 5F O co 1 0 WALKS 310 5F \ROP• D>� 4r, - �1N�e � _OTO a rn c c -- _•-_ ] �'� n3.3 5�pNO Vv TEST EIOLE/ D J �� ALAN?ANp WOODED Io v TOTAL 5 785 5F 10.75% r� ` �` ED FLAG E-8 P I �''% V n z r" rn \ RAR ERp510N qf. D PR 05 N A O Y e#,SUIRES GONG PRO O z \ \ GONTG�NgTRUGTION \ Dy.1 '�S rn A SURVEYOR \Ih, `CURING Y LE LINE ,e I O• m �r OR HA 8A rn NATHAN T. CORWIN III °03��� ai/r, \�/ 51LTFENGE\ NDI Z -, 5E PO BOX 16 N JAMESPORT, NY 11947 .:'^ G a\�rr, \ > ��L \ CoQ. D p YA"is,�R OR 3 O LICENSE N0. 50467 FLA e ONS SOIL (N, Y o DATED JANUARY 8 2019 1 1 ` A IF-1 AREA :z \ x12.3 �, `, a1' N G �ti Oyl a s - Z _ _ _ _ - ca ` FU'�VRE TA.�ION �� �s \ ___ - - o n C - - Z ------- ----- O �� `, \ ------- � •-----------------------� 5T& IRE FENCE-,� � U (j) STORMNATER CONTROL o 2 ACCESS \ O' �� �3 FENCE p0 rn o O ~ ATH GREEK '� �� o \` 1.25 RARYER0510N 1 vv.00 O a1Vr, 1 q'P \ y \ V`1 Q 0 1�/r, A�/i, — 41 r '` `� O�Yy C` `.� D v n SHRUBS TEMPO GE 'P CONSTRUCTION ACTIVITIES: � O, _ �,z �,� s O o o CONTROL SILT FEN O •O g MEADOW d so��O �'\ �G OGS 2s�02 :'\• m Z x@1 �1° 3100 A5 REQUIRED -p 1) INSTALLATION OF TEMPORARY EROSION CONTROL MEASURES O, o — rn c \FLAG E 5 �, �' �°c `� 5 1 LIMIT OF GROUND 0 3 �\I/, rn d '•.\ yob 0�o �'�, tic Dc c' J `� xI fZ DISTURBANCE 2) DEMOLITION OF EXISTING STRUCTURES AND BUILDING COMPONENTS �'(t b,- a<,, ``� ,��'� oy. " o `.\ DWELLING TER jT( 3) EXCAVATION FOR NEW BASEMENT FOUNDATION TO DEPTH OF +/- b' `i rnc3-� ``,, Gs I,o = �ti�2 \ p USESpUBLIG''�` BELOW FINISHED GRADE C� \I/'' ,° `��o`` �� +• ``� o v� FOTO [WESTCREEK all/r, FLAG E-4 ,o l � 6 �, o c _Q 4) CONSTRUCTION OF NEW FOUNDATION AND PORCH STRUCTURES — t 43 5) CONSTRUCTION OF NEW RESIDENCE ' RLIM FLAG E NE s , PLAN DESIGN BUILD 6) NEW SANITARY SYSTEM AND UTILITIES \ 7R HH ROW 5 7) CONSTRUCTION OF NEW 5WI'-IMING POOL AND PATIO C` ME �� 4150.00 6) INSTALLATION OF NEW LANDSCAPING PLANTS AND LAWNS A5 REQUIRED \�l 111a FLAG E-2 DESIGN DRA NINC75 q) REMOVAL OF TEMPORARY EROSION CONTROL MEASURES 13 \� 0 ` WEST GREEK - `. EXISTING _ 30' MINIMUM EXISTING ^ O' Q 1\I// \�\\ GROUND PAVED ROAD PO BOY 156 STORM WATER AND POLLUTION CONTROL MEASURES: `l•' _ POLLUTION CONTROL MEA5URE5 TO BE MAINTAINED IN ACCORDANCE \bFLAG E-1 2"STONE PRS FILTER CLOTH NEIN S U F FOLK NY 11 q5b WITH THE PROVISIONS OF THE TOWN OF 50UTHOLD, CHAPTER 236, NOTES: RECYCLED CONCRETE TE , -STONE SIZE=2" STORM WATER MANAGEMENT AND ER05ION AND SEDIMENT „ ,^' -LENGTH=MIN.30' 631 734-8416 Y , -THICKNESS=6" CONTROL MEASURES. Cj ��°03��� SITE PLAN 30' MINIMUM -WIDTH= 12'MIN. OTEXTILE 4 STONE 1 PROTECT EXISTING VEGETATION TO REMAIN. SCALE ' 1" = 30'-011 -GEINTAINENTRANIGBELO THROUGHOUT -MAINTAIN ENTRANCE THROUGHOUT CONSTRUCTION 2) MINIMIZE THE LENGTH AND TIME AREAS ARE EXP05ED DUE TO -INSPECT REGULARLY ENGINEER CLEARING AND GRADING. STABILIZE ALL AREAS THAT ARE GRADED AND LONDON ENGINEERING, P.G. STRIPPED WITH TEMPORARY SEEDING. 1755 51G5BEE ROAD 3) DIVERT RUNOFF WATER FROM CLEARED SLOPES AND MINIMIZE LENGTH EXISTING ? FLARE EXISTING AND STEEPNESS. SUPPORT STAICES* GROUND ENTRANCE PAVED MATTITUCK I NY 11 q52 (2 PER BALD) � ROAD 4) INSTALL ER05ION AND SEDIMENT CONTROL MEASURES AT PERIMETER STRAW SALES-INSTALLEO SEIPPORTSTAKE? SLY OF DISTURBANCE AREA PRIOR TO START OF CONSTRUCTION AND DOW; OPESIDE OF ` T e*"' 'sPAcIM) 631 298-1 986 MAINTAIN THROUGH PROJECT COMPLETION. FILTER FABRIC FENCE a nity 5) MAINTAIN STABILIZED CONSTRUCTION ENTRANCE. PLAN �.�����,���,� .ISSUE/REYISIDNS 6) RETAIN ALL RUNOFF ON 51TE ACCORDING TO LOCAL REGULATIONS. DRAINAGE FILL 1) CONTROL DUST FROM CONSTRUCTION ACTIVITIES. ICOIMPACTED SLOPE STABILIZED CONSTRUCTION 0q. 14.20 BAIL BINDING SAC,FILL b) CONTRACTOR 15 RESPONSIBLE FOR REGULAR MAINTENANCE AND ROOF AREA RESIDENCE & GARAGE LOW . _ ENTRANCE INSPECTION OF ALL CONTROL MEASURES TO MAINTAIN PROPER RESIDENCE ROOF AREA = 3554 5F _ _. n to %�RN�-EXISTINGGROUNR PERFORMANCE. 3554 5F X 0.11 = 604/42.2 = 14.31 � _ PROJECT - 9) DISPOSE OF ALL SOLID WA5TE AND DEBRIS ACCORDING A5 WELL A5 PROVIDE (4) V DIA. X 4' DRAINAGE POOLS *USE 7x2"X48`(t31nWCftOR (TEST HOLE DUG BY McDONALD GEOSCIENCE OAKLEY RESIDENCE TOXIC AND HAZARDOUS WA5TE ACCORDING TO LOCAL REGULATIONS. CVAEr srL(Uc>R1")STAKES ON SEPTEMBER 24, 18 2:25PM) EL. 9.0' o, 3400 LITTLE NECK ROAD 1 D) MAINTAIN TEMPORARY FENCING WHERE REQUIRED FOR SAFETY AND GARAGE ROOF AREA 956 5F GRAYISH BROWN SANDY LOAM OL 0.5' DEBRIS CONTROL. 956 5F X 0.11 = 163/42.2 = 3.56 PERMANENT STORM WATER CONTROLGUTGHOGUE, NY 11 q35 11) CONTRACTOR TO REPORT ANY MODIFICATIONS DETAILED CONTROL PROVIDE (1) b' DIA. X 4' DRAINAGE POOLS BROWN SILTY SAND SM �' MEASURES. TYPICAL DRYWELL DRAINAGE RING 3' S NOT TO SCALE /V O PALE BROWN SILT ML NEW DRIVEWAY5' EAST SCALE CREEK DRIVEWAY AREA = 4940 5F PALE BROWN SILTY SAND SM - p 4940 5F X 0.17 = 840/42.2 = 20 'LIIE i�II�III 6' CONSTRUCTION NOTES 1--11 1111 PALE BROWN FINE SAND SP PROVIDE (5) b' DIA. X 4' DRAINAGE POOLS i-1 l ®N® ® ® O ® ® ®®® -Iil BACKFILL W! iIIII ®®® ® ® ® ® ® ®®® 1014" EL. 0.2' JECT RY�II N G GLEAN SAND - = $'$' -PROPOSED SINGLE FAMILY DWELLING WITH BASEMENT AND DETACHED AND GRAVEL I -1 ®2® ® ® ® ® ® ®®® �IL LL x'•4'•8 E -1�I- ®®® ® ® ® ® ® ®®® ISI- TALLSEGTIONS I 51TE PLAN -IJ- ®®® ® ® ® ® ® ®®ID I1=� GARAGE -ISI-�I ®®® ® ® ® ® ® ®®® =1�I- PROP05ED 5' DIA. X 4' DEEP DRYWELLS 1=111�11 III-�- WATER IN PALE BROWN 15 TO BE EXCAVATED AND CONCRETE FOUNDATIONS ARE PROPOSED _ _ �i-lil=il ®®® ® ® ® ® ® ®®® =III-li FINE SAND SP _L=1TI- ®®® ® ® ® ® ® ® -PROPOSED DRAINAGE DRYWELL5 TO BE EXCAVATEDiil-lil-ri1=II-,ir MU -FILL TO BE FINE TO COARSE SAND AS PER TEST HOLE 24"MINIMUM TO GROUND WATER 1T � � � ""'•"� ��'C r t -- - - - - - - - - - - - - - - - - -AREA OF GLEARING/D15TURBANGE = 1500 5F PROP05ED8' DIA. X4' DEEPDRYWELLS _ W .ITH OPEN GRATE5 44' 25 _J, -NO TREES TO BE REMOVED OUTSIDE OF LIMIT OF CLEARING & � GROUND DISTURBANCE LINE A5 5HOWN ° EROSION & SEDIMENT TEST HOLE LOCATION MAP _ CONTROL DETAILS N.T.S. N.T.S. SouthiolrFTown Board of►-ru:Ices N.T.S. GENERAL NOTES . FRAMING NOTES DESIGN CRITERIA SQUARE FOOTAGE: 4106 5F INTERIOR 1. THE INFORMATION WITHIN TH15 5ET OF CONSTRUCTION 850 5F COVERED PORCHES OOCUMENT5 15 RELATED TO BA51C DESIGN INTENT AND FRAMING THE CONTRACTOR 15 TO VERIFY ALL MEA5UREMENT5 IN THE FIELD AND ANY 1050 5F UNFINISHED BASEMENT DETAILS. THEY ARE INTENDED A5 A CONSTRUCTION AID, NOT A 015GREPANGIE5 ARE TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR 1420 5F CRAWL 5PACE 5UB5TITUTE FOR GENERALLY ACCCEPTED BUILDING PRACTICE AND TO CONSTRUCTION. 1608 5F GARAGE COMPLIANCE WITH CURRENT NEW YORK STATE BUILDING GODE5. WOOD FRAMING 2. THE CONTRACTOR 15 RE5PON51BLE FOR EN5URING THAT ALL 1. ALL LUMBER 15 TO BE NO. 2 OR BETTER OOUGLA5 FIR LARCH (N) WITH THE TYPE OF WORK, MATERIAL, AND EQUIPMENT GOMPLIE5 WITH CURRENT FOLLOWING MINIMUM 5PECIFICATION5: GON5TRUGTION: 51NGLE FAMILY FEDERAL, STATE, COUNTY, AND LOCAL COOE5, ORDINANGE5 AND FB = 825 P51 CONVENTIONAL LIGHT FRAME REGULATION5 INCLUDING BUT NOT LIMITED TO THE NEW YORK FV = 95 P51 WOOD CON5TRUGTION STATE UNIFORM BUILDING CODE AND THE NEW YORK STATE FG PERP = 625 P51 ENERGY CONSERVATION CODE. E = 1,600,000 P51 DE516N CRITERIA: 3. DE5I6NER AND ENGINEER ARE NOT RE5PON51BLE FOR 2. ALL PARALLAM (P5L) LUMBER 15 TO HAVE THE FOLLOWING MINIMUM NY5 RE51DENTIAL CODE R301.2.1.1 AND UTILIZED METHODS AND PROCEDURE5 STIPULATED 5UPERV1510N OR IN5PEGTION OF TH15 GON5TRUCTION PROJECT. SPECIFICATIONS: IN CHAPTER 2 ENGINEERED DESIGN AND CHAPTER 3 PRESCRIPTIVE DE516N IN THE 2001 4. DIMEN51ON5 SHALL TAKE PRECEDENT OVER 5GALED DRANING5 - FB = 2,900 P51 AMERICAN FOREST AND PAPER A550GIATION WOOD FRAME GON5TRUCTION MANUAL (2001 DO NOT 5CALE DRAWINGS. FV = 290 P51 WFGM) FOR ONE AND TWO FAMILY DWELLING UNITS AND A5CE 7. 5. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A MINIMUM OF FG PERP = '750 P51 2b DAY 5TRENGTH OF 3000 P51. E = 2,000,000 P51 GROUND 5NOW LOAD: 20 P5F 6. DO NOT BACKFILL AGAIN5T FOUNDATION WALL5 UNTILL FLOOR 3. ALL MIGROLLAM (LVL) LUMBER 15 TO HAVE THE FOLLOWING MINIMUM ROOF & ATTIC: 20 P5F L.L. 5Y5TEM IN5TALLATION 15 COMPLETE. 5PEGIFIGATION5: 15 P5F D.L. 7. ALL PENETRATIONS BETWEEN LEVELS SHALL BE FIRE STOPPED. FB = 2,600 P51 15T & 2ND LIVING LEVELS: 40 P5F L.L. AIR SEAL ALL EXTERIOR PENETRATION5. FLASHING TO BE FV = 255 P51 15 P5F D.L. PROVIDED AT ALL BREAKS IN ROOF LINES, CHIMNEYS, 5KYLIGHT5, FG PERP = 750 P51 WIND SPEED: 135 MPH A5CE-7 MWFR5-METHOD 2 EXTERIOR DOORS, WINOOW5, DEGK5, AND WHERE REQUIRED. E = 1,900,000 P51 5E15MIG OE516N CATEGORY: B b. NOTIFY ENGINEER IN WRITING OF ALL CHANGES PRIOR TO AND 4. ALL PRE55URE TREATED LUMBER 15 TO BE MGC NO. 2 OR BETTER SOUTHERN WEATHERING: SEVERE DURING CONSTRUCTION. YELLOW PINE. FR05T LINE DEPTH: 36" 9. CONTRACTOR SHALL OBTAIN ALL PERMITS AND IN5URANGE FB = 975 P51 TERMITE: MODERATE TO HEAVY NEGE55ARY TO PROTECT DESIGNER, ENGINEER, AND OWNER. FV = 90 P51 DEGAY: SLIGHT 10. CARBON MONOXIDE ALARM5 SHALL BE PROVIDED ON EACH LEVEL FG PERP = 660 P51 ICE SHIELD UNDERLAYMENT REQUIRED: YE5, VALLEYS & PERIMETER AND IN BASEMENT WHEN APPLICABLE. SMOKE OETECTOR5 ARE E = 1 ,700,000 P51 y' REQUIRED IN EACH BEDROOM AND EACH LEVEL OF DWELLING 5. ALL BEAMS FABRICATED WITH MULTIPLE LAMINATED VENEER LUMBER ACCORDING TO NEW YORK STATE BUILDING CODE. BOARDS ARE TO BE NAILED/BOLTED IN ACCORDANCE WITH THE WEST CREEK MANUFACTURER'5 5PEGIFICATION5. 6. ALL TJ15 ARE TO BE IN5TALLED IN ACCORDANCE WITH THE MANUFACTURER'S PLAN DEAN BUILD SPECIFICATIONS AND SHALL INCLUDE 5GUA5H BLOCKING AND WEB 5TIFFENER5 AT BEARING POINTS ON GIRDERS AND OTHER LOAD BEARING AREAS. DESIGN DR�I�lINGS 7. ALL 5TRAP5, GONNECTOR5, PLATES, BOLTS, NAILS, ETC. ARE TO BE GALVANIZED OR 5TAINLE55 STEEL. DE5I6NATED CONNECTORS, STRAP ETC. NOT TO SCALE WEST CREEK FOUNDATION NOTE;S ON THE5E DRAWING5 ARE MADE BY 51MP50N UNLE55 INDICATED PO BOX 256 OTHERWI5E. ALL GONNEGTOR5, 5TRAP5 ETC. ARE TO BE NAILED/BOLTED IN ACCORDANCE WITH THE MANUFACTURER'5 5PEGIFICATION5. NEM 5UFFOLK, NY 11 q56 THE CONTRACTOR 15 TO VERIFY ALL MEASUREMENTS IN THE FIELD AND ANY b. ALL FLOOR SHEATHING 15 TO BE 23/32 INCH AC TYPE PLYWOOD, TONGUE AND 4" ROOF VENT 631 734-8416 D15CREPANCIE5 ARE TO BE BROUGHT TO THE ENGINEER PRIOR TO GROOVE, WITH AN APA SPAN RATING OF 48/24. FLOOR SHEATHING SHALL BE GON5TRUGTION. GLUED AND 5CREWED TO THE FLOOR J015T5 ( 6" O.G. EDGES AND 12 " O.G. 3 " 1. ALL CONCRETE 4,000 P51 AFTER 25 DAYS MINIMUM. FIELD ). .ENGINEER 2. ALL REBAR A5TM A-615 GRADE 60. 9. ALL WALL SHEATHING 15 TO BE 15/32 INCH APA RATED EXP05URE 1 PLYWOOD 3. FOOTING5 ARE TO BE INSTALLED ON UND15TURBED VIRGIN 501L. THE AND SHALL BE NAILED WITH 10D COMMON NAILS 6" O.G. EDGES AND 12" O.G. CONDON ENGINEERING, P.G. BOTTOMS OF ALL FOOTINGS ARE TO BE INSTALLED A MINIMUM OF 3' BELOW FIELD. 10. 50LID BLOCKING 15 TO BE INSTALLED EVERY V MAX OR MID SPAN OF ALL 1 "755 51G5BEE ROAD GRADE UNLE55 INDICATED OTHERWISE. 4. REBAR INSTALLED ALONG THE TOP OF THE FOUNDATION WALLS WITHOUT FLOOR JOISTS WITH SPANS EXCEEDING 8'. 11 1 1/2�� 1 1/2�� 1 1/2" 1 1/2" � M,�TTITUGK, NY 11 q52 ril 12. BLOCKING 15 TO BE INSTALLED AT ALL POINT LOAD BEARING POINTS. W.C. W.C.WINDOWS ARE TO BE INSTALLED 10" BELOW THE TOP OF THE FOUNDATION WALL. 11. DOUBLE JOISTS ARE TO BE INSTALLED BELOW PARALLEL WALLS. 2" � 1/2 1 1/2 1 1/2" 631 2q8-1 q86 5. REBAR INSTALLED ALONG THE TOP OF FOUNDATION WALLS WITH WINDOWS ARE LAV. L �. 13. WALLS ARE TO BE FRAMED WITH 2X6 INCH STUDS SPACED 16 INCHES OG WM TO BE INSTALLED 3" BELOW THE BOTTOM OF THE WINDOW OPENING. 6. ALL 5NAP OFFFORM TIES ARE TO BE REMOVED AND REMAINING OPENINGS UNLE55 INDICATED OTHERWISE. SHOWER OR BATH SHOWER OR BATH SECOND FLOOR 14. ALL BOLTS NUTS AND WASHERS ARE TO BE HOT DIPPED GALVANIZED. 2" 1 1/2" „ 1 1/2ARE TO BE 5EALED/GROUTED. 2" 3" L'127. THE FOUNDATION GONTRACTOR SHALL COORDINATE WITH THE PLUMBING AND Oq. 14.20 ELECTRICAL c',ONTRAGTORS RELATIVE TO INSTALLATION OF SLEEVES AND OTHER STEEL 3" PENETRATIONS PRIOR TO POURING CONCRETE. 15. ALL STEEL 15 TO BE ASTM SPECIFICATION A-992-50 b. INSTALL 15OLATION JOINTS ALONG FOUNDATION WALL5 AND AT COLUMN AND 16. ALL STEEL U5ED IN THE FIRST FLOOR FRAMING 15 TO BE GALVANIZED IN PROJECT OTHER FLOOR PENETRATIONS. ACCORDANCE WITH A5TM SPECIFICATION A5TM A123 9. INSTALLED CONTRACTION JOINTS IN THE CELLAR FLOOR SLAB EVERY 15' 17. ALL BOLTED CONNECTIONS ARE TO BE MADE WITH A-325 BOLTS. O KLEY RESIDENCE MINIMUM. 18. 5aUARE/RECTANGULAR AND CIRCULAR GOLUMN5 ARE TO BE A5TM 1 1/2" 1 1/2" 1 1/2" 3400 LITTLE NECK ROAD 10. FOUNDATION EXCAVATION 15 NOT TO BE BACK FILLED PRIOR TO THE 5PEGIFIOATION A500. 1 1/2" 1 1/2" 19. ALL WELDED CONNECTIONS ARE TO BE DONE BY A CERTIFIED WELDER AND W.C. W.C. 311 1 1/2" 1 1/2" GUTGHOGUE, NY 11 q35 INSTALLAT101'J OF THE FLOOR FRAMING. LAv. LAV. W.C. 11. BACKFILL ALONGFOUNDATION WALLS 15 TO BE GLEAN MATERIAL AND 15 TO CONFORM TO AWS AND A15G STANDARDS. LAV. (2) SINK SINK SINK BE MECHANICALLY COMPACTED IN 6" LIFTS TO 95% OF MAXIMUM DRY 20. ALL WELD JOINTS ARE TO USE E70XX ELECTRODES. sHowER OR BATH FIRST FLOOR DEN5ITY. 21 . STEEL 15 TO BE PRIME COATED. 1 1/2" 3" 1 1/2" 1 1/2" 1 1/2" 12. FOLLOW COLD WEATHER CONCRETE TREATMENT RELATIVE TO ADD MIXTURE5 22. 1/2" WEB 5TIFFENER5 ARE TO BE INSTALLED AT ALL POINT LOAD BEARING 1 1/2 3„ 311 2" 3" 1 1/2" IC.O. N.T.5 IN ACCORDANCE WITH AGI 212.3R. U5E AIR-ENTRAINING ADMIXTURES PER POINTS AND OVER ALL COLUMN 5UPPORT5. 23. ALL COLUMNS ARE TO BE BOLTED TO STEEL GIRDERS WITH 1/2" BOLTS AND 311 ASTM G260, AA5HT0 M154 OR WATER REDUCING AND 5ET-CONTROLLING ADMIXTURES 3" PER A5TM 0494, AA5HTO M 194 ONLY. DO TO WOOD GIRDERS WITH 1/2" LAG BOLTS. DRANING NOT U5E CALCIUM CHLORIDE OR OTHER CORRO51VE TYPE ADMIXTURE5. 24. ALL GIRDER 5PLIGE5 ARE TO BE MADE ABOVE COLUMN5. 1 1/2" TO HOUSE NOTES SANITARY SYSTEM WM (OPTIONAL) { f� BASEMENT kkk...��� Mil 2 5 2022 52 Southold`wwn Uoard OS TrwAons FRAMING DETAILS FOUNDATION DETAILS HSS 5 X 5 X 1/2 /16 2x6 studs 16" OC HSS 5 X 5 X 3/8 „ 5/8" Dia.Anchor Bolts 25" O.C. in 8' 3/4" Steel Base Plate 2„ 1/2' End Zones 29" O.C. Interior Zones 5/8" 0 Simpson TITAN Anchor Bolts I I I 9 1/2" 2x8 MCQ Sill Copper Termite Shield 61 3/16 2x6 studs 16" OC 3/4" Steel Base Plate 13" 5/8" Dia.Anchor Bolts 25" O.C. in 8' 1/2" 5/8" 0 Simpson TITAN Anchor Bolts I End Zones 29" O.C. Interior Zones 3" �. I I - 6" Copper Termite Shield 2.. L 211 I - Expansion Joint and Steel Column Base Plate and Anchor Bolt Details Joint Sealer A 2 x 4 ACQ Sill 10" P. 6x6-W 1.4x1.4 WWM " Poured Concrete Slab z Expansion Joint 4 Poured Concrete Slab 2 10„ and Joint Sealer ° 1-1/2" M ��4 'T Table 3.1 Nailing Schedule(Wood Framed Construction Manual 2018, Pages 149 and 193) 12' n 1211 3.. a 1 CKEEK Subbase - Compacted Fill Joint Description Nail Spacing ' ROOF NAILING 3" Subbase- Compacted Fill 3„ 20" (2) No. 5-607,.,i Rebar 6 MIL Vapor Barrier (2) No. 5 Rebar 6 MIL Vapor Barrier Rafter to Top Plate(Toe-nailed) 3-8d 3-8d per rafter 3" p Ceiling Joist to Top Plate(Toe-nailed) 3-8d 3-8d perjoist 20" PLAN Ceiling Joist to Parallel Rafter(Face-nailed) 5-16d 5- 16d each lap Foundation Section Foundation Section Detail 1 DESIGN BUILD Ceiling Joist Laps Over Partitions(Face-nailed) 5- 16d 5-16d each lap 4 R Collar Tie to Rafter(Toe-nailed) 2-10d 2-10d per tie Blocking to Rafter(Toe nailed) 2-8d 2-10d each end Rim Board to Rafter(End Nailed) 2-16d 3- 16d each end DESIGN D RAM I N G 5 WALL FRAMING p Top Plate to Top Plate(Face-nailed) 2-16d(1) 2-16d(1) per foot Y `'^'�E 5 T CREEK Top Plates at Intersections(Face-nailed) 4-16d 5- 16d joists-each side Stud to Stud(Face-nailed) 2-16d 2-16d 24"o.c. PO BOX 256 Header to Header(Face-nailed) 16d 16d 16"o.c.along edges Top or Bottom Plate to Stud(End Nailed) 3-16d 2-40d per stud HSS 5 X 5 X 1/2 2„ NEN 5 U F FOLK, NY 11 q56 Bottom Plate to Floor Joist, Band Joist, End joist or Blocking(Face-Nailed) 2-16d (1,2) 2-16d (1,2) per foot 631 734-8416 14" FLOOR FRAMING 14 "X 14"X 3/4" �--�3/16" E N G I N E E R Joist to Sill,Top Plate or Girder(Toe-nailed) 4-8d 4-10d perjoist Base Plate 2" Bridging to Joist(Toe-nailed) 2-8d 2-10d each end 14" 5/8" 0 Simpson TITEN GO N D O N E N O I N E E R I N G F.G. Blocking to Joist(Toe-nailed) 2-8d 2-10d each end Blocking to Sill or Top Plate(Toe-nailed) 3-16d 4-16d each block Anchor Bolts Ledger Strip to Beam(Face-nailed) 3-16d 4-16d each joist 21 Top of Footing -TOF 1755 51 O5 B E E ROAD Joist on Ledger to Beam(Toe-nailed) 3-8d 3-10d perjoist 2 1 4,000 PSI Non Band Joist to Joist(End-nailed) 3-16d 4- 16d perjoist 3/4" Steel Base Plate Shrink Grout MATTITUGK, NY 11 C152 Band Joist to Sill or Top Plate(Toe-nailed) 2-16d (1) 3- 16d (1) per foot Pedestal ROOF SHEATHING ° ^ ^ 1 ° 631 2% q86 Structural Panels(See Notes 4,5 and 6) ° ° n ` 4 Interior Zone 8d 10d 6"edge/12"field Perimeter Edge Zone 8d 10d 6"edge/6"field 6 Gable End Rake with up to 1'Rake Overhang 8d 10d 6"edge/6"field 12" ^ n 55 U E/REVISION 5 CEILING SHEATHING n . 3.. Gypsum Wallboard 5d coolers 5d coolers 7"edge/10"field IF Z ° � °° � Oq. 14.20 WALL SHEATHING See Plans Structural Panels(See Notes 1,2,and 3) 8d 10d 6"edge/12"field 31' a ^ Gypsum Wallboard 5d coolers 5d coolers 7"edge/10"fieldv No. 5 Rebar/ PROJECT FLOOR SHEATHINGIsolated Footing Detail Step Footin Section OAKLEY RE5IDENGE p 9 Structural Panels 8d 10d C 6"edge/12"field 3400 LITTLE NECK ROAD 1"or less (1)Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge. Alternate nailing schedules shall G UT GHOO U E, NY 11 q35 be used where wall sheathing nailing is reduced. For example, if wall sheathing is nailed 3 inches on-center at the panel edge to obtain higher shear capacities, nailing requirements for structural members shall be doubled,or alternate connectors shall be used to maintain load path. (2)For wall sheathing within 4 feet of the corners,the four foot edge zone attachment requirements shall be used. 5GALE (3)Tabulated 12 inch o.c. nail spacing assumes wall sheathing attached to stud framing members with 0.42<G<0.49. (4) For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak,the 4 foot 1 /4�� = 1 perimeter zone attachment requirements shall be used. (5)Tabulated 12 inch o.c. nail spacing assumes roof sheathing attached to rafter/truss framing members with G>0.49.For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. (6)For wind speeds greater than 130 mph, blocking is required which transfers shear load to two additional rafters(3 rafters in total). D RAN I N G (7)For exterior panel siding,galvanized box nails shall be permitted to be substituted for common nails. NOTES & DETAIL5 ECE � W Alr! 2 5 2 Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed 1-1-1--_ Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing Sou:,,hc'ld T.)%vn the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Do arcs of l rustCE2S _ Land Surveyor shall affix to the item his/her seal and the notation"Altered by"followed by his/her signature and the date of such alterations,and a specific description of the alteration. � a 7'On 0 3"No.8 Screws 12"OC Framing RAFTER 0 1 O O O O 3 2.5 TOP PLATE Simpson LSTA30 Rid O OR HERDER S each 2 1 O O Wash er Simpson MTS30 Rafter StrapO O O 0 p at each Rafter Ta12 PLYWOOD RAFTER O O O O OP PLAT 0 0 Glass STUD ® O ® ® o Plastic-Coated Permanent Simpson F12A Hurricane Ties 002 0 0 O o2 Wood Screw Anchors at each Rafter Tail 2 Glass OO 0 O O 0 12"Plywood OO O O O O Framing STu mr BOTTOM o 0 0 1 PLATE Washer RIM JOIST O 0 O O O O O 3 o (TYP•) 3"No.8 TOP PLATE 2 o O 1 O Screws 0 3 0 0 12"OC OO Detail A-Typical Attachment of Plywood Openings Simpson ST22 Strap 2 0 o Protection to Wood-Frame Building 0 3 0 0 :;7 Note: In Lieu of Screws, Lugs with Nuts and Typical 2nd Floor 0 O O Washers May be Used Strapping Detail NTS 0 0 0 0 2 2 Light O Wood-Frame �- Wall 0 1 0 0 1 0 Zone 1 Zone 2 Zone 3 :FST CKEEK SIMPSONLSTA36 Field 6" OC 12" OC 4" OC ST RA L PLAN I DESIGN I BUILD TPS Number of STRAP Panel Edges 6" OC 611 OC 411 OC Box Nails ;;impson BP EA eTypical Wall and ailSill Strapping Nailing Requirements for 140 MPH, 3 Sec. Peak Gust, DESIGN DRAININGS DetailE12" Thick Roof Sheathing with 8d Common Nails or 10d Box Nails STRAPPING DETAILS ROOF SHEATHING NAILING DETAILS WE5T GREEK N . T. S. c. Plywood Openings Protection; a �/ I .J Thickness Depends on PO 13OX 256 Window Opening Width(1) SIMPSON SPH4 NEW 5U FFOLK, NY 11 q56 STRAP 7E TO 120 MPH CERTIFIED WINDOW IN5TALLATIOI SIMPSON LSTA9 D PANEL WINDOW AND DOOR PROTECTION FOR V 631 734-8416 STRAP BUILDINGS WIND-BORN DEBRIS PROTECTION ENGINEER TYPICAL WINDOW AND DOOR ----L Length of Beam LONDON ENGINEERING, P.G. LA U2 Ll4 HEADER STRAPPING DETAIL No Openings Openings T No Openings 1755 51 G 5 B E E ROAD EACH CORNER MATTITUGK, NY 11 q52 N .T.S. 631 2q8-1 %6 rea MIN.DISTANCE available MINI.DISTANCE FROM TABLE A DO NOT CUT HOLES FROM TABLE B for openings 15 5 U E/RE V I S IONS LARGER THAN 1 1/2" 1 1/2"HOLE MAY BE CUT NO FIELD CUTANYWHERE IN WEB OUT- HOLES IN IN CANTILEVER SIDE OF HATCHED ZONE Range of Web Openings HATCHED ZONES NNOTCHFLANGE. Along Length of Beam � o oDO NOT CUT OR 11 . 4.20 6.. 0 6 3/16" L 2 X 0 I-011 L 2 X D 6 6 Range of depth of Circular f6' r 1 MINIMUM 2 MIMMUM beam for openings opening 4-1/2"0 Bolts (APPLIES TO ALL CLOSELY GROUPED ROUND HOLES AREP ROJ E GT HOLES EXCEPT PERMITTED IF THE GROUP PERIMETER MEETS 1/2"Web Stiffener 1/2"Web Stiffener KNOCKOUTS) REQUIREMENTS FOR ROUND OR SQUARE HOLES. DO NOT CUT HOLES IN 1/2"R PP.) OAKL EY R E 51 D E N G E CANTILEVER REINFORCEMENT. Steel Beam TABLE A-END SUPPORT MINIMUM DISTANCE FROM EDGE OF HOLE TO INSIDE FACE OF NEAREST END SUPPORT TO I Q 4-1/2"0 Bolts 3400 LITTLE NEGK ROAD ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE 4 JOIST TJI� 1/4"Stl. Plate DEPTH 2" 3" 4" 5" 6Y" 7" 8� 11" 13" 2" Y 4" 5" 6Y" 7" 8z/s" 11" 13" GUTGHOGUE, NY 11 q35 9Y" 360 V-6" 2'-0" T.0" 4'-0" 6'-0" 1'-6" 2'-6" T-6" 5'-0" 5'.6" _ 3/16 z 11'/" 560 V-0" 1'-0" V-6" T-0" 64" 5'-6" 8'-0" 1'-0" Z-0" T-6" 5'-0" T-0" T-6" 8'-0" 14" 560 1'-0" 1'-0" 1'-0" V-0" 2'-6" T-0" 6'-0" 9'4" 1'.0" 1'-0" 1'-6" T-6" 6-6" T-0" 9'-0" 10'.0" NOTE: 16" 560 1'0" 1'0" 1'0" 1'-0"I 1'-0" 1'-0" 3'4"16'-6-'.10'-0'-. V-0" V-0" 1'-0" 1'-6" 64" 6-0" 10'-0" 11'-0" 12'.0" 1 S2 W S3 W Unless indicated otherwise,all interior columns are to be bolted to steel girders with 1/2"bolts and all h d=Diameter of circular opening =D!3 perimeter columns and beams are to be welded. =Height of rectangular opening =D/4 TABLE B-INTERMEDIATE OR CANTILEVER SUPPORT W=Width of rectangular opening =DA 1 /411 '— 1 1 MINIMUM DISTANCE FROM EDGE OF HOLE TO INSIDE FACE OF NEAREST INTERMEDIATE OR CANTILEVER SUPPORT TYPICAL INTERIOR STEEL COLUMN ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE S1 =Minimum distance to cl transverse member=D JOIST TJI® or 12",whichever is larger. DEPTH 2" 3" 4" 5" 6Y" 7" 8� 11" 13" 2" 3" 4" 5" 6Y" 7" 8XV 11" 13" S2 OR S3=Minimum distance between openings based TO STEEL BEAM COLUMN DETAIL 9 112" > 2'-6" T-0" 4'-0" 6-0" 8'-0" 2'-6" 3'-0" 4'-6" 6'-6" T-6' On larger opening -3 x d OR 3 x h OR 3 x w, 3'-0" 4'-0" 5'-6" C-6" 9'-0" T.0" 4'-6" 5'-6" T-6" 8'-0" whichever is larger N .T.S. D RAIN I N G 11 7/8' V-6" T-0" 4'-6" -6" 8'-0" 8'-6" 12'-0" 3'-0" 4'-6" 6'-0" 8'-0" 10'-6" 11'-0" 12'-0" 14" r5 1'-0" 1'0" 1'6" 5'6" 5'-6" 6'6" 9'6"_1_3'-6" 1'0" 3'0" 5'0" 7'0" 10'0" 11'0" 13'6"116-0" Opening Size and Spacing NOTE 5 & D E TA I L5 16" E 60 1'0" 1'0" l'-0" 1'0" 2'6" 3'6" T-0" 11'0" 15'0" 1'-0" 1'-0" T-6" 5'-6"19'-0".10'-0" 14'-6" 16'-0" 18'0" Notes: RECTANGULAR HOLES BASED ON MEASUREMENT OF LONGEST SIDE. 1 HOLE MAY BE LOCATED VERTICALLY ANYWHERE WITHIN THE WEB.LEAVE 1/8"OF WEB(MINIMUM)AT TOP AND BOTTOM OF HOLE. This detail may be used for shop or field cut openings withoutconsulting the structural engineer Any opening outside these •KNOGKOUT5 ARE LOCATED IN WEB AT APPROXIMATELY 12"ON-CENTER;THEY DO NOT AFFECT HOLE PLACEMENT. constraints must be approved by the structural engineer -FOR SIMPLE SPAN(5'MINIMUM), UNIFORMLY LOADED JOISTS USED IN RE51DENTIAL APPLICATIONS,ONE MAXIMUM SIZE ROUND " HOLE MAY BE LOCATED AT THE CENTER OF THE J015T SPAN PROVIDED THAT NO OTHER HOLES OCCUR IN THE JOIST. 2• All field cut openings must be out with as smooth of edges as •0I5TANCE5 ARE BASED ON THE MAXIMUM UNIFORM LOADS FROM CURRENT ILEVEL SPEGIFIER'5 GUIDE5. FOR OTHER LOAD possible and then ground to eliminate notches and irregularities C{"�► ---�----^ -� CONDITION5 OR HOLE CONFIGURATION5 USE ILEVEL®TJ-BEAM®5OFTWARE OR CONTACT YOUR ILEVEL REPRESENTATIVE. TYPICAL BEAM PENETRATION DETAIL Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education � � 2 5 2 Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed 54 ALLOWABLE HOLES - T3 I O 3 O I STS N.T.S. Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Land Surveyor shall affix to the item his/her seal and the notation"Altered by"followed by his/her F'.oi rd ci -i rUatee w-, signature and the date of such alterations,and a specific description of the alteration. B I SQUARE FOOTAGE I UNFINISHED BASEMENT 1050 5F I 6 1/4" I CRAM SPACE 1420 5F 19'-2" 45'-b 1/4" I 8"THK. POURED GONG. — — - - — - - - — 1- — — - - — - - — — FOUNDATION WALL W/ SX1b FOOTING FIREPLACE SUPPORT N - - - - J hIREPLAGE I� L- - - - m- - - - - - - - - - - - - - -- - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - ABOV E ' :4 ,O - -3_1/ 'xT'I718"PSL�TUSH - - - r - - - - - - - - - - - -I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I— B S-3 I I I I I I I I I 8X16 VILL ENT TYP. BLUESTONE PORCH I I zt z p I 10 THK. POURED ABOVE o m I I I CONCRETE SLAB m C5 I I W/#5 REBAR @24" O.G. 5'X5'X12"FOOTING K#5 I I REBARI3"O.G.BOTHDR• 4"WIDE STEP 4"WIDE STEP H55 5X5X1/2 COLUMN I I 9'-2" - - _ _ - q'-2" ( @ TOP OF WALL i @ TOP OF WALL ' ' I - - - - - - - - - - - ' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -1- I WSX24 I I I 0 - - - - - - - - - - - -+- - - - - - - - - - - - - - - - - - t- -I — t- -I - 1- -I — �- - -I — I I I I 51MP50N I 1'-113/8" 31/4" CONNECTORS 20'-5 1/2" m I 12"X20" PO TING POURED GONG FOO m I I a 3-1/2"X11-1/8" SL r (MIT3511.88-2) i I �; I SET ON UNDISTURBED 501E W/(2)#5 CONTINUOUS REBAR 2'-b 5/16" 2'-4 /2" I 4" THK. POURED 8'-1 1/2" 51-101/8' '" I 8X16 VENT TYP. x - - - - - I CONCRETE SLAB I I r I w I W/6X6, #10/#10 WWM +L I i 10 THK. POURED GONG. p I J I o I I I I I I I I ' WESTCREEK, 8"GONG.BLOCK WALL I –� S S � 2 = S S ILL tn 0) FOUNDATION WALL W/#5 REBAR TO BOTTOM OF FLR. I � � � � � � _ _ •� •r I� �� _ m JOISTS --� J J J J J J J + 0 to U- U- U- U- U- � ,- @36 O.G. EACH WAY W/36 SPLICEop FIREPLACE SUPPORT I V 9' 11 3/4" 4'-4 13116" - J J J J J J J J @1 I I � 0 � � 0 � N � � N1 LIQUID APPLIED DAMPROOFING `L � � �' � � p � � � � � � � � � � PLAN � DE•���h� BUILD 7 I '1 � I - � --, _ I - I - I - I - I - I - i � I � I I I I m GRAINL BASEMENT 7 � 7 7 - I X x x x x x x x ' (2)#5 CONTINUOUS REAR r I I I GONGRE E FLOOR - I I I _ cV tV cV cV (V cV tV 3 /2°x11 l/8"PSL t x TOP OF WALL N I m l I I I I I i cti l co l _m I_ _ cv m I m I m I m I I 3-1/2"X11-1/8"P5L N — - — 'n �- m — — — — — m — — — — — --� ]DESIGN DRAININGS 8 16 VENT TYP. r I fi 6'X8'X12"FOOTING W/#5 I KITGH.ISLAND I REBAR 13"O.G.BOTH DR. CABINET ABOVE + 11-1/8"TJ 1/560 @16"O.G. NEST CREEK H AG I �If�iP50N I H555X5X1/2GOLUMN I I I I I I I 5/5"X 12"ANCHOR BOLTS 25" O.G. STEP FOOTING m AIR-HANDLER NNEGTO I FLR.JOISTS _AT VEND ZONES AND 29 O.G. AT �/ HVAC PO BOX 256 I INTERIOR ZONES W/3X3X3/161, IT 2.31/11.8 )TYP. I A R-HANDL R 2'S 3116" 11'-11 3/8" 1/16" 13' 9'-1 3 8" _ _ _ 12-51/8 _ _ 3'-9 3/4" METAL WASHER NEIN SUFFOLK NY 11 q56 ` I H55 5 5X1/2 ( I I H55 5X5X1/2 I H55 5X5X1/2 H55 5X5X1/ -I I I T�55 5�C5X1/1 r I STEP FOOTING �- - - - - - - - - — - - - - - - - - -o - - - - - - - - - - - — - - - - - - - - — — — — - - -� 12" FROM EACH CORNER — — r 631134 _ r v I 5-1/4"X11 l/8" L FLU5H BEAM 3 1/2"X11-7/8"PSL - -14'-49!16" - - - — - - - - -12'-411/1 b" - - - — — I - - - - - - - - 2-6"xz'6"X12"FOOTINGW#5 -65/8"f-. - - - - - -I- - - -1'-3118„--I - - -, II r J I b' 4' 9 1/2” 3'-7 5/8" � I REEAR 11"O.G.BOTH DR. J _ I 2I m J ( -155 5X5X1/2 COLUMN a ry L - - - - - ENGINEER �n a o F JI t- H I 4'X4'X12'FOOTNG W/#5 X J o I 4"THK. POURED I 2'-6"X2'-6" 12"FOOTING W/#5 1- REBAR 13"O.G.EOTH DR. ~ REBAR 11"O.G BOTH DR. H55 5X5X1/2 COLUMN j� pJ CONCRETE 1'31/a" I I ONDON ENGINEERING P.G. G 8.. a oc X — 5 1/2' _ 5 1/2"2'9 1/2"J 4'9 1/2., JK , H5 5X5X1/2 COLUMN ' o J O 12'7' i I I v W/bXb, #10/#10 WWM i f _ — _ry i ui I r _ 14'-3518" 1755 SIC ROAD 8"THK.POURED ONO. I I p ►n FOUNDATION LL W/ L I x ry I P05T UP V I P05T U I — I I I vl �jlk 8X16 FO TING (aj O `$ �— — I O MATTITUGK NY 11852 LL BASEMENT ENTRY STAIRS — — — — — — — — I L — _ J 4' 11'-2" I L _ _ r LL ILL BOILER �- J 3'-41/2" 3'-43/4" o I d uP _ _ _ _ L J _L 1J I ; o o 1 I I I I �- 631 2qS-1 q86 I i - I m r I I III I I >I �I OI I I r BASEMENT ; I J ~ Ln I I I 10" THK. POURED PROPANEa; X �? - CONCRETE FLOOR � — — — r E- p > CONCRETE SLAB I SERVICE `r '- I 51/4"X11-1/8" 5L - L — — ;� �o ^m I 16'-1" I; � :o ` I I W/#5 REBAR @24" O.G. ISSUE/REVISIONS ENTRANCE I I o I I L' _ _ �— vl ( I (3j - - ----� 1�'xa� 'PSL -- - — - - - - - - - - N I 0q. 14.20 5 —I I j 3'-b"X3' "X12"FOOTING W/#5 — — — — X �L N I REBAR 1"O.G.BOTH DR. Q_ , rL H55 5X X1/2 COLUMN iA I _ GUAWN4024 to - - -�I I a I I - - - - - - - - - � O 18'81/2" m L r ~ J x TER I I X 1°' o m PROJ EGT 4' 5'-2 1/4" \) Q - — I r ;D ni 5E ICE :+, O�tKL Y - - _ - - - - -` - - i E RESIDENCE cQu ;'ti•. WINDOW WELL AREA WALL — — — — — — — — cuAWN4o24 — — — — 3400 LITTLE NECK ROAD 8"THK.P.G.WALL W/ 3'-4'. 3'-4" ( I I I I a 8X16FOOTING b 10 _A_ GUTCHOGUE NY 11 q35 v VERIFY STEM WALL 10" THK. POURED I I I I I a ' I m I S-3 �'• �. tt, TOP ELEVATION CONCRETE SLAB 4"W STEP @TOP OF WALL I I ;• `':+',::: .: ', '• '::':::' ....::'` ;`.; I r- r W/#5 REBAR 24"O.G. I • I I I ., —"— @ I I BLUESTONE F10RGH ABOVE I I WINDOW WELL AREA WALL 3'4" 3'4" L- - - - - - - - - -I — — — — — — — --I I 8„THK.P.G.WALL W/ SGALE 8X16 FOOTING ;I VERIFY STEM WALL 1 /4 -- 1 L - - - - - - - - - - T - - - - - - - - L — J TOP ELEVATION ( � I - - _ _ _ _ - - - - - _ _ _ _ —J ?RAINING 9' 4'-4 1/2” b'8" 10'-4 1/4" 10'-3 1/4" 10'-3 1/4" 10'-11 1/21, b'8" 4'-10 1/4 5'-2 1/4" FOUNDATION PLA N I I 21'-4 3/4" 20'-6 1/2" 22'-5 3/4" I lJ f ! FOUNDATION PLAN JAR! 2 5 m L. SCALE : 1/4" = V-0" Board of-iruil_iees B I I 14' 4' 11'-8" 4' 1 33'-11 3/8" � 10'-9 5/8" SQUARE FOOTAGE 11 1/4" 4, 11 1!4" 11;-q„ 11 1/4" q,_3 1/�„ 11 1/4" 4'-11 1/8" 4'-11 1/8" 11 114" 4, 11 1/4" 141 F I R5 T FLOOR 2 0 5 F STONE VENEER CHIMNEY 1-1/2"STONE STONE STEPS 1'-1" 1'-1" 1'-1" FINISHED STRUCTURAL COLUMN 1/2"GEMENT BACKER BOARD I SIZE 15 1/4"X 15 1/4"TYP. SAGO N FLOOR 1446 5 F 515"PLYWOOD SHEATHING 1'_1 2'_q" 2'_q" -1'_1" I 3-1/2"FRAMING � I TOTAL INTERIOR 4106 5F I = , CUGH-NG3226 E GUDH-NG3226 E I C4 ry (V G G r._.._._....:..........-_. I--'-----.._.._.___.._:.____..__ .---' I t .._....____..__.....--- --- ----._1._... .....CV i I � ..I I F---- 1 ---- _r-� ---.._ r -- - ._ r 1GOYERED PORGHE5 8505F (2)q-1/2"LVLHDR. - (2) 112"LVL H -I ....i„ I(2)14 LVHEADER11 m , 14 _- --- - ---- - _. . E R f -- 1..........(2) LV HEAFIREROGK PRE ENGINEERE PAZTIO 523 5F . .. ........�........... _........ ......._..__._....._. _....._. 1 mMA50NRY GAS FIREPLACE ........................._.....i................._......._.._. ..... ......_................_._.__..................................... ... ._......_._............... .._... 1....._ ........... ....36 .... .... .. ............ ........_. ..._.. ..........I ....... : I : I in W/METAL FLUE ! I ! I i I ! I i O I I I tu 2X10 @16”O.G.R.R. 2X10 @lb' O.G. R.R. r i -- --�f r f�.-`� -'- _ } L__.._......... L_......... - _1 _ 1 } I r fY................o p A J > i I J, I I I I. 1.>. ..__....... ----'--- ---........_ .._.... ...._._._L.__.>_ I II r I [� 2 _...._. _._ _ _.____I _..... >._.__...._�._........_.. _. 1_._�..\ SKYLIGHT t t SKYLIGHT t t S�yHT t r SKYLIGHT , .... .. '.• ____,... ...e - ,- t... VJ SKYLIGHT--t t'._. ....r t�_. .. �. X _ 3� I > o s�i I� Iv o r r t l cv <V a 'd• t I ABOVE t I r I ;AB. OVE - dJ ABOVE I I t I' ABOVE. �� to ry �� I III r I r r I ( L ri, � (Il Q I I _ _ .............__ J J A - w r r r .. ._... .t t,..... t t -. .,t_,......._...._......_. ........� ..._. ...... �....... .. ....... ....... W ry �t ! I r r I i t ap in.. I r j �._........_}..... STONE'5TEP5 r .. ' 'tom IL V' t /-� I r t I i t �', Q� r I i I �' > I ._I COVERED PORCH W �-i .� - t ......_......... i _.I_ ...- t--- t w `� TONE FLOOR_ � 0 1 •-. _ J . . v k � _. .. I _ v BLUES - n 1 m _...._.......... .�... L ............__.........._.L.. ...................�i ...... ....i._......__......_............__.................__..TYA TUG IL.. 1=AD D ..1. _ �............ ....... 1 ..' MAST R �� ( L E B ) X 1. �......................• .._.._.__...rJ ... . ....... ......... .._ ry KING I v !� I Imwa? I� (�; I� �I I U ry '.... ...I. I_ I I / �I......._r..... Q v _ ti _ ( 1 EXTERIOR WALL W/SHINGLE SIDING , . ._. .. _..._, _ _ .. _.....�_.. L.._...._. :� _.._......__...._.._.. - -- — ---.._.. - - --- L_- - L...._.......... r �� I _ 1 t v v v v ' v . 1 i v v (VAULTED CEILING) � I -1/4"LV11 F.J.@14" J J I I I ON 30# BLDG. PAPER ON . ---.......1.._....... _.... ...... ;fl 2X$FALSE R.R. I ° °; ° BAYIWINDOW ABOVE j �/ I 5/8" PLYWD. 5HEATHING 16"o.G. /� a__. _-'-- _.____...._. _.._.....A.......__.. __...._..-----..._........_...... ..'-'-- -'-1-- --.........._. __. - -• __....... -- - - - - - q-1F 2 LVL .0 .._.._..�- —�r.__I. d._ ( v..�. 2X1- @ 16"O.G. R.R.RR:...�y .. - --- --- -- ON 2X6@16" 0.C. FRAMING (TYP.) i I I I .. ....._.......1..._..._........_1.....__........ 1 ..._ .. l i ............ ..... l.............._...._.._I... ... PROVIDE R-1 q BATT 14'1 1/4" 4'-1 3/4' CU5FT12020 U5FD120b8 .... _ ..... _..... GU 712020 GUSFDI 068........ . i i -- _- - - - - - - - - - - - - - - - INSULATION PER SPECS. (3)q v2"LV - - - - - - - 3-1/2"x11f 1/8"PSL- - - - - - - _- - -_ - - - - is I _i (5ET AT LOWERED P TE HT.) `�' I I I I I 14555XSX1/2 III GAB. I m -1/2'X11-1/8"PSL FLUSH I x (LINE UP WITH VALLEY POST FROM ABOVE) -r J v H555X5X1/2 14555X5 1/2 n I. rn I I 1 3-1/2"X11-1/8" I I i I > z .. _ H555X5X1/2 - - - - - - - - - - - - - - -- - - J _. 2X10 16"O.G.R.R. - - x - - - I I I - - - ft 05-1 - - - _172"5Z1 X178"75L FLTSR- @ X ;o P5L FLUSH �! I I m l I I LINE OF WALL ABOVE o LINEN 11-1/8"T I/ 0 @16" G. FLR.J015T5 -----s - II III I I I II I 2'-0 51511[21-0 5/8" 1'-8 1/2", 1'-7 7/8" - - - - - - - - - - ui i 23'8 1/8° I I LINE OF WALL5 ABOVE y -- i--- t---- —-. 10'-2112" I ;fl I I FIREROGK RE-E GINEERED I I I I I 1 C4C14 I I v 2 3b"MA50N Y GA FIREPLACE I I I I I 1410:1 10 @1 O.G.R. o J _ - - - - - - 1 DINING ROOM 5 1/2" 3'-11 1/2„ w� _:; METAL LUE I I _ _ _ v — — �.......__. I.............. r BATH - - = J III m I J I 3-1/2"X11-1/8" I I Ir 2�FLR. 01575 - - - I I I (2)q-1 "LVL R. Z' I o ry I I I __. DROPPED - — I I 11-1/8"TJI/560 v I � I� PSL FLUSH 1 J I m I I 11-1/8"TJ �6"O.G.FLR.J015TS I I m 1 b"O.G. FLR.J015T5 Q' CEILING HT.) v I I o @ I I I I @ rn HALL -- 1I I I I I I I I I I q-1/4"LVL F.J.@16" I J o > j } m �-1/2"X11 1/8" n .I I I 1 ry l I IPSL FLU5H a ,n I `°I I 1 1 BAY WINDOW I z 2'-q 1/4"- _ - v'I I I _ o 10 X X v 4'-0 1/8" 12'-8" 4'-0 1/5" 6„ :...• ._ .. .. ! L....__... .......� -rte WEST IT CREEK _32x64'- cri I I I n I I I m GAB. 1 1 I 1 w I PATIO _I r-10 ro6" 2'-10 ro6" `fl I I I I I X I I I BLUESTONE ttn LIVING ROOM �I I I I I I I z o I I _ - °T _ - - z 1-?/8"TJI/560 @16" . . F R. 1575 I I I I = I I rr' I (q'-9 3/4"G�ILING HT.) 1I1 A.� o I I I m I PLAN j� r _ i 1 L.J'\I�j \.1( ,�.., _ _ (2)FLR.J 1575 -I ...... _............ ....... _.... I DESIG / , LJ 1 L L✓ i�� ° 5 !4"X11 1/8"P5 q' 1 3/8" �, �._ i - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 13' rn 1 12' 8" � y m - - - - - - - b - - - - - - - - - - - - - - - - - - - - - - 5-1/4"x11-1/8"P5LFLUSH - - - - - -- - - - - ��- - - - - - tv 2X10 1 b:_...._....... 3-112"X11-1/8" � -- v o -)- �, (2)q-1/2"LVL HDR. I I I I I I tt o @ I I I �II I I r - - - - - - - - - - - rn I m 36x84 -;fl - --�--- - �-T/Z xI 11/8"PTTLT) I �... !... .. �� l (81-b"DROPPED T / 'X41a/�'P5 - - - - -3-1tj /2'Xa 1-1W F-51.FI.USH- - - r __.::.. ----- 1 I I 1 I 1 _ fl NI CEILING HT.) I I I I I r I I I I .:":'.. '::. ©' I I L- I q W 4----- ....... r._...__...... __ _ DESIGN D RAN I N G 5 ... . _ j Q I I III 1 I I :o v I I I I I - - I I O I J u_m.....-i -....._� ..... Z w I 11 1 LINE OF NLgLLS ABOVE 1 1 _ 6-'0 I I 1 x m 11-1/ "TJI 1 b"O.G. FLR.JOI T5 ru �.... I 1 to v v I I `r I III I I I m„ i~ H55 5XSX1 2 I 11 I H55 5X5X1/2 I I I ;r I ry A r ..._._.... i...... r } I r GREEK „ 1 1'-8 1/ BOX 5'-1 1/4" 4'q 314" 4' 1 1/4 I I I I I m I I KITCHEN 1 ""` PO L�0/� 256 NESIT `1 ! a� - 32x84 30x84 T2xI100 2X10 @16"O.G. R.R. — — — — - - - - - - - - - - - - - )q-1/4" VL R.R. ..._.. - }-- .... m v L 2'-0 5/8" I = T - - I 2"x11DR 55IN6 -1/8" FLUSH 1 I 3-1/2"x11-7/8' P5L FLUSH I 1 I NEN 5 U F FOL m I ' 3518" 5 3 1 12' 1 1/4" I I I III I I I H555X5X1/2 l y K NY 11 q56 1 f6r' r L^llP 1 -LINE OF WALLS ABOVE DROPPED IJ 11 1/8"TJI/560 @16"O.G.FLR.JOI MO 139 w ' 31 734 841 b I I 'TJI/560 FJ I aazaaa� - _ L.. I --._ - -._ 6 CEILING HT.) _r tL STJ3Mb dQ �3?1 H55 5X5X1 2 I r......._.._.. j 11-1/5"TJI/560 16"O.G. F R.JOISTS - v I m A I @ II Ir I I W (q_q 3/4"I FILING) I I h- _ 3-1/2 1- I I - r� r _ - - - - I ,p �..._....__. I 1 OFFICE iv I- I I t7- BA5EMENT X I I v I 3-v2 x - - - - _ _ _ z - - - - - - - - - - - - - - _ - v 1- 42x84 - - I� (8'-8"DROPPED `" I I I 11-rob"PSL IOI I I I - - - - - ry J , L r- ENTRY o - - - 3-1/2 X 1 1/8"PSL FLUS - - - - - - _ ?y = - - - 3 vw/rPs;t N H NU LA01NET5 OVE b,: O 1 CEILING HT.) o N m 1 r / / I o E N G I N E E R 00 1 1 1 11cn I I I I?S I I I m U BALL I I r= 10 m I I I ry I LINE OFYyALLSABOVE I I I I I 4'-1 1/4" ry (8'-8"GEIL.)I I I�� + X GONDOLA ENGIN I I ti Q: - ' I—'cv Ua m - - - - - - - - - - - � - E EERINO P.G. - - - - - - - - - - (2) - - - - - - - - - - 9-1/4 LVL H>rADER FLUS I m - - - - - - - '- 30x84 = V - v- - - - - - - - - - - -„- - - - - - - - - - - - - - - �- - r X o / 1 1 ? ry5T ' ST STEP 1/2 LVL W/ ,I/Z"Xq SIL.PCT, I .fl 1 5-1/4"X11-1/8 PSL _ + - -- - 1755 5165 EE ROAD V LTEi7 EI BEADED Ir ry ! I I P ry N Iv I I ry m LUEST Ei OOR (5ET AT LOW D PLATE HT.) r^ DIN \* II I ' 2X10@16"O.C.R.R. ry m m1/2"' m MATTITUG , NY 11952 pi I I I I 5'8 I I 1 1 w ry I I . / V / 2�2-X14 - 0 9-u2"J vL_ —1 cv { r - 2 -._ �...U- a o k o I - K .`� 3 1/2" 3 1/2" -ry 6 00 POST DN -........._..{ ry 1' 1 1/8” ,' 1 1/8" _ ry int — — — — HANGING ROD I............ t— I 31 298-1986 W 5'-1 1/4" LABINETS ABOVE I I ryz I _.._� _ ....... __..t -- -- o / / a - - - -1-- - - - W' LJ v (BARREL-VA ED CEILING) O X _ (2)q-1/2"LVL HDR. (2)q 1/2"L L HDR. ry (2)q-1/2"LVL HDR. 12'3' 11 4'-b" d?=5'-2 1/4" 28x84 2X10 R.R. _ 5 1/2"V - V O _ Q (2)2X10 ry__ _o PANTRY � � o � o � � J55UE/RE1�1510NS GUDH-N 2014 CUD NG2014 GUDH-NG3628 E � r 4 H- 5'-4" y � 'r' i- \ � DROPPED °_ `" _ cv CEILING HT.) d o_ 7- - - ill 1'-1" 1'-1" 09. 1 4,20 G 1 BASEMENT G I A F > 2X10 R.R. tCl J\ �t I WINDOW WELL I OFFICE z + O 1 BELOW I STORAG_ v �T-10" iv I ry -�- - - - - i 4 1/2„ v 7 L _ _ _ _ _ _ _ _ _ _J (2)q-112"LVL HD _ ( q-1/ LVL HDR. ( 9-1/2"LVL H R. (2 9-112"LVL H R. 1(2).q 1/2"LVL HDR. v J (2)9-1/2"LVL HDR. "ry ,... � )q'1/2"... USH HDR.ea - - - - PROJECT ry --GUDH-NG1614 UDH-NG1614- GUDH- G1614 GUDH- G1614 GUDH-N63625 E gW _..__..............._.... _..._.... g _ ...... B B I A v 2'0 3/4' ....,........ .�.......................... ..............._�..............;.........._ 2-0 3/4 I BASE ENT 1 OAKL EY R E 51 D E N G E I WINDO WELL BLUE5TO E FLOOR 1 BE ON _-- ... ............._.__. _ .13 zz 400 LITTLE NECK ROAD 6 / 2X'[ R.R. I (VAULTED d IL. 13EADED) _._. ....__-. _ ._.. 2X1, R.R. L- - - - - - - - - -� '° 2X10 R.R. I X10 R.R. UT GROG U NY 11935 2 @1_fil.O.G. 16"..O-G. +-- ° 1 �--- 3 1/4" : : •c CV I ......... .... , m `r 1......._....(2)q-1/2'.4�'L HEADER.......... ..- -_._ ...... 1'-1" V-1" FI 15HED STRUCTURAL GOLU N SCAL I 51 E 15 1/4"X 15 1/4"TYP. I - 1 /4 = 1 ' I STONE 5TEP5 11 1/4" 11 1/4" I 11 1/4" 11 1/4" 3'-1 114" 5'-1" 5'-10 1/2" 8'-2 1/4" 4' 11" '^' 4'-1" 1'3" 1'-1" 3'3" ,, I 11'-q" I .I - D RA<Y `l I N G 1' 1 1/2"' l'-1 1/2" 1 1'-1 112"' 1'-1 1/2" T-2" 21'-8" 10' I 10' 22'-q" 14' F I R5T FLOOR P LAN I .. �E UA FIRST FLOOR STRUCTURA s� ® �} JOIN 2 5 2022 SCALE : 1/4" = 1'-0" A2 Board oS"tiru,100.s i SQUARE FOOTAGE FIRST FLOOR 2660 5F SECOND FLOOR 1446 5F 1 TOTAL INTERIOR 4106 5F 57' COVERED PORCHES 850 5F r----- -----, PATIO 523 5F 7—CHIMNEY 43/4F-- ROOF BELOW I N 1 SYNTHETIC SLATE 5HIN6LE TYF. 1 1 12 V SKYLIGHT SKYLIGHT ' SKYLIGHT 5KYLIGHT 2 15/16 1 SKYLIGHT SKYLIGHT SKYLIGHT 8 12 12 8 I i I 14'-5" 14'-3" 16-5 3/4" 11'-10 1/4" 2'-3 1/2-4 16'-10 1/2" 3'-3" 3'7 7/16" 5'-3 1/8" 3'8 11/16" 3'-1 3/4" 16'-6 1/2" 2'-3 1/2" I ns x/76„ �p51� z- ale 7aare 1O'-1 1/2° 5�5 0 GUDH-N 4426 E C 1 ON (516 R y USN. G ?:6, G GUDH- (52624 GUDH- 62624 P BENG SEAT P m _ _ _ 2'-3 1/2" 12 3-1/2"Xq-1 PSL HDR. iv Gu N3040 ROOF 8 r— /2"LVL HD I )q-1/2"LVL HDR. I z �— — — — — — — — —I Gu N3040 cv iv K III CABINET CONGEALS Z K to III ROOF PLANE 2 q-1/2" V HD a 'v — — — — — n 71�7 :T- H o � 12III ; - 5 5/8------------- ---� I III �- ; a (2)q-1/2"LVLDR. z m i III IF r / m DRE55ER DRAWER5 �! GREAT ROOM CABINET � X KNEE INTO ATTIC o o 11'-10" 2-3 1/2' 1'q" \ i X KNEE WALL SPACE i � i (VAULTED CEILING) 28x84 joWEST CREEK QUEENLINEN w b v t�E; \ 2X10 @16"O.G.R.R. 2X10 @16"O.G. R.R. _ ° � v _ QUEEN L-- ------ ---------- - �- I �ft I h � SKYLIGHT .D� 2 � � PLAN 1 \ � DESIGN � BUILD m - \ 30x30 3'-5 1/4'! 2'-6" c ' 5 1/4" X :fl 18'-4 3/4" / q'4 1/2" cN 6 s I� M - \ I / POST UP/ N 5T UP A w e v 3-1/2'Xq-1/4"PSL FLUSH � � � \ / 3'-7"�� 5'-b' ) .� cv i - � N D RAY�I I N G 5 - - - C14 _ —__ — —a - - - - - - - - - - - - - - - - - - - - - - �- - - - o — 1/ "2X91/4"P5 F �H --' - - - - - - - - — — — — — ' ` 17— POST UP! OST UP/DN �t � P05T UPlf�N ry _ t1)q-1/2"LVL ry �° NEST GREEK 4 3/4 F- a — --gees QUEEN m u' FNA5,H LAUNDRY m 1'-6" � `,' m iu PO $OX 256 V ------- I av HAL � Izom ATTIC '*8'SEGONDF ORGEILING5 ; ATTIC ybry� h NEY�I SUFFOLK NY 11 q56 T QUEEN A(,(.F�S UNLE55 NOTEID OTHERWI5E , AC.f.FSSI; / iiDRYERJ -� o X N -- -- 5'-2 3 X 11'-b 3/4" uz �m ,o 631 734-8416 Lu r o � � 30x8 36x84 n 1'-10 1/4" z v v4'-10 1/4" I (2)q 1/2"LV�HDR. iv 11'-10" tu m z -q"� �� 10'-8" r— 71/8" 10'-1118" �� I n o C / ° m n ENGINEER v 3'-1 5/8" m (2)q-1/2"LVL HDR. z x (RAISED FILING) ISI (BARREL VAULTED lIN ) q .1p c\ GONDOLA ENGINEERING P.G. / o (2)q-1/2" CN V HD I I I I `�' TUI BATH o 71/4' I 71/4" 1'4" 1'-4" 1755 51G5BEE ROAD GUAM3040 I fl \ GUAVAN3040 12 3'q 1/4" D N K ROOF 12 I in I I I I I I L - - - - - - - -� K 2'-31/2" 8� j5/5X o �_ MATTITUGK, NY 11 q52 DRE55ER DRAWER5 I I cli REGE55ED INTO ATTIC, ROOF 631 2q8-1 q86 GUDH-NO2522 CUANN3232 GUDH- (54024 GU N3232 I I KNEE WALL 5PACE in in 5 T 1 5 5'-0 q/16'I 5'-0 ql 6" I I „ IV I R. 812 � 12 I 213/16 GUDH- 64024 1S5UEIREV1510N5 1 T 1 5'-61/16" 5-6 1116" Oq. 14.20 ROOF BELOIN� 4 7/1 b12 r 5YNTHETI SLATE 5HIN6LE 7YF. _ I PROJECT 2'3 1/2"// 15'-q 1/2" —b'-q 1/8" 3'-q 7/8"— v 3'-9 7/8" '-1 13/16" 17'-4 5/16" OAKLEY RE51DENGE I 13' 113/4" 14'81/4" 5'-55/8" 11'-01/8" 11'-101/4" 73400 LITTLE NECK ROAD I 5' GUTGHOGUE, NY 11 q35 I 12 4 3/4 F 8� 8 F- 4 3/4 I I -GALS 1 /4 = 1 ' 1 1 DRANING 1 1 SECOND FLOOR PLAN SECOND FLOOR PLAN. SCALE : 1/4„ = V-0 A3 I JAN Z 5 202 Ouut!,,old,-�-n�n 130F.rd of-I ruslces B I I 60' I I 15'-2 1/4" 31'5 1/2" 15-4 1/4" I 12 I 4 3/4 12 5KYLI6HT SKYLIGHT SKYLIGHT 5KY2 15/16LIGHT SKYLIGHT 5KYLIGHT SKYLIGHT 12 12 8 � 8 � 12'-0 1/2" 2'-11 1/4"-7-2'-ll 1/4" 13'-6 1/2" GU N1616 GU N4032 GU N1616 U V U 12m 8 � 2X10 R.R. 2X10 R.R. 16"O.G. 2X10 R.R. / 5 5/6 12 2X10 R.R. / �+ \ 16"O.G. Q�/ Q 3 41 C-ID1 -FEK ' I 5KYLIGHT SHAFT VAULTED -QQ• �/ o ry METAL FLUE PIPE --� \ios GREAT ROOM / \ CEILING BELOW I SPE 5 A PER FIREPLA E �_ � _ _ MANUFACTURER F Z \ z P05T DOM _ PLAN DFSIGN BUILD _Q RID6EBELOW r� I P05T DN \ m I / P05T ON n A _ �' 5 1/4"x14"PSL RIDGE — �I',�`I 5-1/4"x14"PSL RIDGE �+ .1� - - - - - m- - - z — — — — — — — Z - •m- - - - - ry HVAC STT I G Q' ry DESIGN D RAM I N G 5 ILW7 ry U5 ATTIC, GHIMNEYABOVE� L J i UNIT lz -- NEST GREEK • POST ON PO BO/\ 256 v HVAC I- FA ATTIC v UNIT i i / NEM SUFFOLK, NY 11 q56 o p ��, 2X10 R.R. ` L — J o 0 X e 'b 631 734-8416 /�� ( 2X10 R.R. 16"O.G. °J BARREL AULTED / VAU1(TED 5TAIRW ILL/HA ENGINEER / UPBTAIR5 HALL CEILING BELOW \ GEILIN BELOW LONDON ENGINEERING, P.G. 1 *755 5165BEE ROAD 2X10 R.R. 'T MATTITUGK, NY 11952 2X10 R.R. 16"O.G. 8 2 16" e� 631 298-1 qb6 12 213/161 155UE/REVISIONS 12 4 1/16[ 5 5/8 O q. 14.20 PROJECT ` OAKLEY RESIDENCE 3400 LITTLE NECK ROAD 43/412 8F 8� 43/412 GUTGI�OGUE, NY 11935 SCALE 1 /411 = 1 ' 15-5 3/4" 31'-2" 15-4 1/4" I —60, DRANING I ATTIC PLAN 4 .p LPLAN. CwC � SCALE : 1/4" = 1'-011 JAN 2 5 2022-)A4 � Pow CE O"F IfUiiC3E'S B 12 43/41 I 4 3/4 F I 12 2 15/16 < SKYLIGHT SKYLIGHT I SKYLIGHT SKYL IGHT SKYLIGHT SKYLIGHT SKYLIGHT ROOF 812 812 PROVIDE SYNTHETIC SLATE ROOF 5HINGLE5 ON MANUFACTURER SPECIFIED UNDERLAYMENT ON 3/4"PLYWOOD DECKING ON 2X10@16'ROOF RAFTERS.PROVIDE CONTINUOU5 RIDGE VENTING GUTTERS 6"BERGER HALF ROUND 55/5F 12 FREEDOM GREY COATED COPPER #20 REGAL BAR HANGER W/ROD&NUT #2 PLAIN ROUND DOWNSPOUTS 81 12 8F 12 8�' S12 WEST Ci ' EK vu SKYLIGHT CHIMNEY PLAN I DESIGN BUIL D - 1aE51GN DRAI�lINGS NEST GREEK PO BOX 256 NEN 5 U F FOLK, NY 11 q56 e1 12 812 8F 8� 631 734-8416 ENGINEER LONDON ENGINEERING, P.G. 5F 1755 5IC75BEE ROAD 12 43/'+l MATTITUGK, NY 11 q52 12 12 631 2q8-1 q86 2 13/16 � 8 12 8� E 155UE/REVISIONS 55/8F 12 Oq. 14.20 4"I/1bF 12 PROJECT OAKLEY RESIDENCE 3400 LITTLE NECK ROAD 43/412 8� 8f 12 43/412 CUTCHOGUE, NY 11 q35 5GAL 1 /411 = 1 ' I I DRANING ROOF PLAN ROOF PLAN, .I JAL 2 5 I ego SCALE : 1/4 = 1 —0 Board Oi fCMIP tr' ,> GABLE TRIM DETAIL TYP. STONE VENEER CHIMNEY �BLUESTONE CHIMNEY GAP LEAD COATED COPPER HEAD FLA5HING PROVIDE THRU FLA5HING 5" GROWN MOULD AND COUNTER FLA5HING AT 2 1/5" FASCIA ROOF SHINGLE5 2 1/2"X 6" CORNICE BOARD 50LID GROWN CUSTOM BRACKETS 11/4"N X 6" H X V-4 1/2" L ROOF PROVIDE SYNTHETIC SLATE ROOF SHINGLES ON MANUFACTURER SPECIFIED UNDERLAYMENT ON 3/4" PLYWOOD DECKING ON 2X10@16' ROOF RAFTERS. PROVIDE CONTINUOUS RIDGE VENTING UPPER EAVE TRIM 5" GROWN MOULD EXTERIOR TRIM 2 1/8" FASCIA � PROVIDE CELLULAR PVC TRIM AS NOTED 2 1/2"X 6" CORNICE BOARD PROVIDE CELLULAR PVC CASED BEAMS & 50LIDCRONN I I I 1 11 1 HIM IIIIIIIIII III PLAN � DESIGNS BUILD COLUMNS AT PORCHES RAKE TRIM SIDING LEAD COATED COPPER RAKE FLASHING iv 5" GROWN MOULD PROVIDE PRE-PRIMED SHINGLE DESIGN D RANI N GS m 5/4 X 9 1/4" RAKE BOARD NRB SPECIFBIED BY MANUFACTURER.44J I Y `1BST GRBBK 5/8 SHEATHING ON 2X6@16"O.G. FRAMING GUTTERS W/BATT INSULATION I O BO/� 256 6" BERGER HALF ROUND SHINGLE FLARE DETAIL AT 1ST FLOOR FREEDOM GREY COATED COPPER N EY�I 5 U F FOLK, NY 11956 #20 REGAL BAR HANGER N/ ROD & NUT 631 734-8416 #2 PLAIN ROUND DONN5POUT5 LOWER EAVE TRIM 5" GRONN MOULD 1 1/2"X 11/4" HEAD CASING BOARD I I I I LL 5/4 X 12" FRIEZE BOARD N/ 1" 51DE EXTENSIONS AND 50LID CRONNm m ® ® ® ® ENGINEER 5/4 X 5 1/2" JAMB CASING BOARD TYPICAL ATNINDON5 ® �� ® 15 1/4"X 15 1/4 "NRAPPED GONDOLA ENGINEERING, P.C. 2' -0 NIDE OR LE55 COLUMN - CELLULAR PVC TYP. 1 X55 SIGSBEE ROAD BLUESTONE PATIO MATTITUCK, NY 11952 ON GRADE 631 2q8-1986 r 15 1/4"X 15 1/4"NRAPPEDFFIF i 5/4 X 2 1/2" JAMB CA51NG COLUMN - CELLULAR PVC TYP. i 1 1/2"X'1 1/4" HEAD CASING BOARD i SSU /REVISIONS BOARD N/ 1 1/2"X 5 1/2" H AD N/ 1" 51DE EXTEN51ON5 AND SOLID GRONN I I FARMHOUSE SILL& BED MOULD W/GUSTOMBRAGKET � i � L. _ _ _ _ _ _ _ _ _ _I i CA51NG BOARD N/4 1/2" SIDE 12"NX 24" H i 5/4 X71/4" JAMB CASING i TYPICAL ATNINDONS 09. 1 4.20 F-XTEN51ON DE f AIL t BOARD TYPICAL AT NINDON5 � FARMHOUSE SILL & BED MOWLD HIDER THAN 2' -0" � POWRED CONCRETE FOUNDATION - ,- - - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PROJECT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - OAKLEY RESIDENCE 3400 LITTLE NECK ROAD CUTCHOGUE, NY 11935 1 /411 = 1 ' DRANING ELEVATION �.�c CF. ; �� R EAST ELEVATION. �R ,)l SCALE : 1/4" = V-0" ��� 2 5 1jl, Southold `€,An, _ F`'Ocard O �rli C?v 6ABLE TRIM DETAIL TYP, LEAD COATED COPPER HEAD FLASHING 5" GROWN MOULD 2 1/8" FASCIA 2 1/2"X b" CORNICE BOARD BLUESTONE CHIMNEY GAP STONE VENEER CHIMNEY SOLID GROWN PROVIDE THRU FLASHING AND COUNTER FLASHING AT CUSTOM BRACKETS 11/4" W X b" H X 1'-4 1/2" L ROOF SHINGLES ROOF PROVIDE SYNTHETIC SLATE ROOF 5HINGLE5 ON MANUFACTURER SPECIFIED UNDERLAYMENT UPPER EAVE TRIM ON 3/4" PLYWOOD DECKING ON 5" GROWN MOULD 2X10@1b' ROOF RAFTERS. PROVIDE 2 1/S" FASCIA CONTINUOUS RIDGE VENTING 2 1/2" X 6" CORNICE BOARD �{{ - 50LID GROWN EXTERIOR TRIM RAKE TRIM PROVIDE CELLULAR PVC CASED BEAMS & PLAN DES I N B U IL LEAD COATED COPPER RAKE FLASHING 5" GROWN MOULD COLUMNS AT PORCHES 5/4 X 9 1/4" RAKE BOARD _DESIGN DRANINGS FARMHOUSE SILL & BED MOULD PROVIDE PRE-PRIMED SHINGLE TYPICAL AT WINDOWS ® ® ® ® SIDING IN FIBER GEMENT ON INE5T GREEK v m NRB SPECIFIED BY MANUFACTURER. �Q BOX 256 LOWER EAVE TRIM 5/8 SHEATHING ON 2X6@16 O.G. FRAMING 5 GROWN MOULD N/ BATT INSULATION NEIN SUFFOLK, NY 11 q56 5/4X 12" FRIEZE BOARD 5HINGLE FLARE DETAIL AT 1ST FLOOR 631 734-8416 GUTTER5 6" BERGER HALF ROUND ENGINEER FREEDOM GREY COATED COPPER #20 REGAL BAR HANGER N/ ROD & NUT LONDON ENGINEERING, P.G. #2 PLAIN ROUND DOWN5POUTS ® ® 1755 51G5BEE ROAD 1 1/2"X-11/4" HEAD CASING BOARD MATTITUGK, NY 11 q52 W/ 1" 51DE EXTENSIONS AND SOLID GRONN BLUESTONE PATIO r 5/4 X 5 1/2" JAMB CASING 631 2q8-1 q86 ON GRADE BOARD TYPICAL AT NINDON5 2' - 0"WIDE OR LE55 FARMHOUSE SILL & BED MOULD i I I I I TYPICAL AT WINDOWS t 5/4 X 11/4" JAMB CASING 155UE/REVISIONS t t BOARD AT NINDON5 HIDER d POURED CONCRETE FOUNDATION THAN 2' -0" Oq. 1 4.20 r- L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - -i- - - - - - - - - - - 7L - -, L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -1- - - - - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -r� 15 1/4"X 15 1/4"NRAPPED t COLUMN - CELLULAR PVC,TYP. P ROJ ECT STONE VENEER CHIMNEY t I I I W/CUSTOM BRACKETS PROVIDE THRU FLASHING - - - - - - - - - - - - - - OAKLEY RE5IDENGE 12"NX24" H AND COUNTER FLA5HINGAT L- - - - - - - - - - - - - - ROOF 5HINGLE5 3400 LITTLE NEGK ROAD GUTGHOGUE, NY 11 q35 ISCAL 1 /411 = 1 ' DRANING ELEVATION WEST ELEVAI P•f� �J � t ALE: 1 4" = V-0" � AN 2520 SC / � n� �.. _ . : � I C o�,rd of-i i GABLE TRIM DETAIL TYP. STONE VENEER CHIMNEY LEAD COATED COPPER HEAD FLASHING BLUESTONE CHIMNEY GAP PROVIDE THRU FLASHING 5" GROWN MOULD AND COUNTER FLA5HING AT 2 1/8" FASCIA ROOF SHINGLES 2 1/2"X 6" CORNICE BOARD 50LID GROWN CUSTOM BRACKETS 11/4"W X 6" H X 1'-4 1/2" L ROOF PROVIDE SYNTHETIC SLATE ROOF 5HINGLE5 ON RAKE TRIM MANUFACTURER SPECIFIED UNDERLAYMENT LEAD COATED COPPER RAKE FLA5HIN6 ON 3/4" PLYWOOD DECKING ON 5" GROWN MOULD 2X10@16' ROOF RAFTERS. PROVIDE 5/4 X 9 1/4" RAKE BOARD CONTINUOUS RIDGE VENTING UPPER EAVE TRIM WEST CK BLUESTONE CHIMNEY GAP EXTERIOR TRIM 5" GROWN MOULD 2 1/8" FASCIA PROVIDE CELLULAR PVC TRIM AS NOTED 2 1/2"X 6" CORNICE BOARD PROVIDE CELLULAR PVC CASED BEAMS & PLAN I DESIGN BUILD STONE VENEER CHIMNEY 50LID GROWN COLUMNS AT PORCHES PROVIDE THRU FLASHINGGUTTERS AND COUNTER FLASHING AT EFE 6" BERGER HALF ROUND N ORA I N G5 N ROOF SHINGLES I I I I ILE A A AFREEDOM GREY COATED COPPER #20 REGAL BAR HANGER W/ ROD & NUT NEST GREEK m #2 PLAIN ROUND DOWNSPOUTS LOWER EAVE TRIM 5" GROWN MOULD PO BOX 256 5/4 X 12" FRIEZE BOARD 15 1/4"X 15 1/4"WRAPPED N Elul 5 U I=1=0LK, NY 11 COLUMN - CELLULAR PVC,TYP. q56 K CUSTOM BRACKET 631 734-8416 12"W X 24" H 1 1/2" X 11/4" HEAD CASING BOARD W/ 1" 51DE EXTENSIONS AND 50LID GROWN E N G I N E E R 5/4 X 5 1/2" JAMB CASING ® PROVIDE PRE-PRIMED SHINGLE BOARD TYPICAL AT WINDOWS ® SIDING IN FIBER GEMENT ON LONDON ENGINEERING, P.G. 2' -0"WIDE OR LE55 ® IA = LWRB SPECIFIED BY MANUFACTURER. 5/8 SHEATHING ON 2X6@16" O.G. FRAMING 1 X55 51G5BEE ROAD 5/4 X 11/4" JAMB CASING W/BATT INSULATION BOARD AT WINDOWS WIDER SHINGLE FLARE DETAIL AT 15T FLOOR MATTITUGK, NY 11 q52 THAN 2' -0" 631 2q8-1 q86 SHINGLE FLARE I I POURED CONCRETE FOUNDATION FARMHOUSE SILL& BED MOULD I I i I TYPICAL AT WINDOWS I I I I ISSUE/REY1510N5 r-- - 7--l- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Oq. 14.20 - -I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --� I I i I PROJECT �- - �- - - - - - I- - - - - - - - - -I - - - - - - - - - - �- I O�KLEYRE5IDENGE - - - - - - � - - - - - - - - - - L - - - - - - - - - - - - - - - - - - - - - - L - - - - - - -J 3400 LITTLE NEGK ROAD GUTGHOGUE, NY 11 q35 1 /411 = 1 ' DRANING ELEVATION SOUTH ELEVATI c Ill.-" wll� SCALE : 1/4" = V-0" f I JAts 2 5 E,or-:rd of'-fru STONE VENEER CHIMNEY BLUESTONE CHIMNEY GAP PROVIDE THRU FLASHING AND COUNTER FLA5HING AT ROOF ROOF SHINGLES PROVIDE SYNTHETIC SLATE ROOF 5HINGLE5 ON MANUFACTURER SPECIFIED UNDERLAYMENT ON 3/4" PLYWOOD DECKING ON 2X10@16' ROOF RAFTERS. PROVIDE CONTINUOUS RIDGE VENTING GABLE TRIM DETAIL TYP. LEAD COATED COPPER HEAD FLASHING EXTERIOR TRIM 5" GROWN MOULD PROVIDE CELLULAR PVG TRIM A5 NOTED 2 1/8" FASCIA I al PROVIDE CELLULAR PVC, CASED BEAMS & 2 1/2"X 6" CORNICE BOARD COLUMNS AT PORCHES SOLID GROWN � � � RAKE TRIM LEAD COATED COPPER 't) K CUSTOM BRACKETS 11/4"W X 6" H X 1'-4 1/2" LEST RAKE FLASHING BLUESTONE CHIMNEY GAP 5" GROWN MOULD 5/4 X 9 1/4" RAKE BOARD XX/ FARMHOUSE SILL & BED MOULD F -E - STONE VENEER PLAN I DESIGN � BUILD v v TYPICAL AT WINDOWS PROVIDE THRU FLASHING AND COUNTER FLA5HING AT ROOF SHINGLES DESIGN DRANINGS o ® GUTTERS !^lEST GREEK mI L I I I I I 1 6 BERGER HALF ROUND LOWER EAVE TRIM FREEDOM GREY COATED COPPER }7Q BOX 256 5" GROWN MOULD #20 REGAL BAR HANGER W/ ROD & f` 5/4 X 12" FRIEZE BOARD I I T I I I I I I I I #2 PLAIN ROUND DOWNSPOUTS N EY�I 5 U 1=FOLK, NY 11 q56 1 1/2"X 11/4" HEAD CASING BOARD 15 1/4"X 15 1/4"WRAPPED 631 734-8416 W/ 1" 51DE EXTEN51ON5 AND 50LID GROWN COLUMN -CELLULAR PVG TYP. 5/4 X 5 1/2" JAMB CA51NG W/CUSTOM BRACKET BOARD TYPICAL AT WINDOWS 12"W X 24" H F-N G i N B B R 2' - 0"WIDE OR LE55 m ® ® ® ® CONDON ENGINEERING, I .C. 5/4 X7 1/4" JAMB CA51N6 PROVIVIIDE PRE-PRIMED 5HINGLE BOARD AT WINDOWS WIDER 1755 51 G5 B E E ROAD ER CEMENT ON THAN 2' -0" WRB SPECIFIED Y MANUFACTURES MATTITUCK NY 11 '152 5/8 5HEATHING ON 2X6@16" O.G. FR, W/ BATT INSULATION 631 2q5-1 q86 SHINGLE FLARE DETAIL AT 1ST FLOC 5HINGLE FLARE------, Z i I I I I BLUE5TONEPATIO I I I ISSUE/REVISIONS POURED CONCRETE FOUNDATION ON GRADE I I I I I I I- - - - - - - - - - - - - - - - - - Oq. 14.20 Ii IJ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I- - -� I I i F I I I r - - -j P ROJ EGT L- - - - - - - - - -I-- - - - - - - - - - - - - - - -I - - - - - - - - - - - -- J OAKLEYRE51DENCE 3400 LITTLE NECK ROAD CUTGHOGUE, NY 11 q35 SGAL 1 /4 11 = 11 DRADIING ELEVATION 11NOR"EH TTnrt , �, JAN 2 5 2Q2 SCALE : 1/4 = 1 -0 � C: .itlho!!"T 77 Cl 2X10 ROOF ;2) 11-1/8"LVL RIDGE BEAR UPPER RAFTERS ON 2X12 PLATE5 LAID FLAT ON LOWER RAFTERS (3)11-1/8""LVL RIDGE RAFTERS @16"O.G. LINE OF FRAMING BEYOND 5 1/2" , (2)11-7/8"LVL 2X10 ROOF F1 TOP OF 2ND RAFTERS @16"O.G. II 5-1/4"Xq-1/2"P5L I I FLOOR 5UBFLOOR� ............ ...................................... ............ — — — — — — — — — — — — — — — — — — — — — -------- - -- ------ - ------ ------------------------------- ------ - ------ — — — — — — (3)q-1/2"LVL 5TRUGTURAL " COLUMN(TYP.) TOP OF 15T FLOOR 5UBFLOOR --- 6 FRAMING DETAIL - MASTER BEDROOM FRAMING DETAIL - FRONT ENTRY PORCH (VIEW EAST) (VIEW WEST) SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" TOP OF E-W RIDGE BEAM cv WES L/E K _ TOP OF N 5 RIDGE BEAM PLAN DESIGN BUILD �D TOP OF PLATE TOP OF PLATE U,1 0 0 DESIGN DRANINC75 m m 3/4'THK. YWD. BFLR NEST CREEK -- - TOP OF ATTIC FLOOR SUBFLOOR - � - _ BET EEN B AciN - - � - TOP OF ATTIC FLOOR SUBFLOOR • TOP OF PLATEGREAT ROOM un PO BOX 256 - BTM. HEADER FF 1 N Elul 5 U F FOLK, NY 11 g56 ' 631 734-8416 LINE OF FRAMING BEYOND ' � i � ` � � I it ' . HALL BATH BE)2R06M#3 ENGINEER -- - - - - - - - IIIIfl - - - TOP OF 2ND FLOORSUBFLOOR LONDON ENGINEERING, P.G. TOP OF 2ND FLOOR 5UBFLOOR ' TOP OF PLATE TOP OF PLATE % 1755 51G5BEE ROAD - MATTITUCK NY 11852 BTM. HEADER � =r=FE= � � = � ' r 631 288-1 886 % - (V Ul ry BATH HALL ITCH,10 246 ROO IT ISSUE/REVISIONS Ln Og.14.20 m TOP OF 15T FLOOR 5UBFLOOR TOP OF 15T FLOOR SUBFLOOR TOP OF FOUNDATION PROJECT 10"THK. POURED GONG. (3) 11-7/8" LVL W/(2) CRAWL SPACE TJI FLOOR FRAME (SEE PLANS � X11 7/8 PSL (2) FLR. JOISTS AT (2)2X6 TR. WD. SILL FOUNDATION WALL W/#5 REBAR O�KLEY RESIDENCE :�• 7/8"X11" STL. PLT. BASEMENT FOR SIZE & SPACING)W/R-30 WALL (TYP.) W/TERMITE SHIELD d- @36" O.G. EACH WAY W/36" SPLICE =° 3-1/2"X11-7/8" L 1'X11-7/8" PSL INSULATION �� TOP OF FOOTING W/LIQUID APPLIED DAMPROOFING 3400 LITTLE NECK ROAD -7777777. �r „ L _ _ _ _ _ _ _ 4" THK. POURED CONCRETE 12"X20" (2)#5 CONTINUOUS REBAR GUTCHOGUE, NY 11 835 POURED GONG. FOOTING --� I SLAB W/6X6,#10/#10 WWM SET ON UNDISTURBED 501L W/(2)#5 1'-8" TOP OF WALL SEE PLANS FOR CONTINUOUS REBAR 1 I i FOOTING DETAILS PROVIDE CONTROL JOINTS I I @ 25 O.G. TOP OF FOOTING 5/8"X 12"ANCHOR BOLTS " -- - - - - - - - - — L I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L, AT VEND ZONES AND 29" O.C. AT SCALE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L i INTERIOR ZONES W/3X3X3/16" 1 /4" = 1 ' 14'-10 1/4" METAL WA5HER 12" FROM EACH CORNER DRANING 5EGTION BUILDING SECTION A, r , SCALE : 1/4" = 1'-0" t�,, JAN 2 5 20 _� E;o-,ird of-Iru si es TOP OF E -W RIDGE BEAM m TOP OF N - 5 RIDGE BEAM TOP OF PLATE TOP OF PLATE - - - - - - - - - - - - - - BTM. HEADER LINE OF FRAMING BEYOND r� -''- - - - -iL - - - - - - - - - - - - - - - - - - - - - - -- -.;� in - - - - - - - - - - - - - z BTM. HEADER OEM— Q I I Q I I I I I I S i t I I II II II I i UPSTAIRS I I I I - 'WESTCIDNJEEK I I HALL I I I I iv II o II p II II II II II II PLAN DESIGN BUILD TOP OF 2ND FLOOR SUBFLOOR I I I I I I Li TOP OF 2ND FLOOR SUBFLOOR BTM. HDR. ENTRY DOOR _ 3-1/2"X 1 7/8" P5L -- BTM. HEADER DESIGN DRI�IINGS BTM. HDR. PORCH NE5T CREEK • m PO BOX 256 7 �, NEIN SUFFOLK, NY 11 q56 ENTRY HALL m v HALL 631 '734-8416 co , T _ I I ,.,,n - TOP OF 1ST FLOOR SUBFLOOREl b * � ' - - - TOP OF 15T FLOOR SUBFLOOR TOP OF FOUNDATION . ' S� I — — ENGINEER m m _ P - ONDON ENGINEERIN P G � 2„ 8„ O X6 TRW 51L h TJI FLOOR FRA E(SEE PLANS 5 1/ X 11 7/ 5L 2 2 D. L _ 4 P 4,r„� _ .- FOR 51 - FLUSH BEAM m N1 TERMITE SHIELD @ TOP OF WALL �TE�' � Z 5 GING)W/R 30 GR,�WL "W 5TE 3. 2"O. TL. 1 155 5165BEE ROAD t INSULATION BASEMENT a�TOP OF NALL UMN("P.) L' = M�TTITUG TOP OF FOOTING _i , NY 11 q52 : Al t — is I: i I 31 2q8 1 q86 : BASEMENT ° .. 10 THK POURED GONG 4 THK. POURED GONGRE FOUNDATION WALL W/#5 REBAR TOP OF FOOTING SLAB V4/6X6, #10/#10 WWM — — r . . t W/LIQUID APPLIED DAMPROOFING •' 6" O 6" 5 P VIDE CONTROL JOINT @3 GEA H WAY W/3 SPLICE 155U E/REVISIONS 5 12"X20" POURED GONG. FOOTING SET ON UND15TURBED 501L W/(2)#5 2' 2' 2' 2' 2'--,)L 2' Oq. 1 4.20 CONTINUOUS REBAR 4" THK. POURED CONCRETE TOP OF CONTINUOUS REBAR SLAB W/6X6, #10/#10 WWM PROVIDE CONTROL JOINT5 5/8"X 12"ANCHOR BOLTS @ 25" O.G. PROJECT AT VEND ZONES AND 2q" O.G. AT INTERIOR ZONE5W/3X3X3/16" IOAKLEY RE5IDENCE METAL WASHER 12" FROM EACH CORNER 3400 LITTLE NECK ROAD CUTCHOGUE, NY 11 q35 1 /411 = 11 DRANING SECTION EWILDING SECTION B, 11 — 1 11 `! JAN 2 5 2022 • SCALE. 1/4 — 1 -0 Al 1 { �.'.I n SQUARE FOOTAG E GARAGE 6*78 5F NORK5HOP 280 5F EXTERIOR WALL W/5HINGLE 510ING 2ND FL R. 510 RAGE 650 SF ON 30# BLDG. PAPER ON 5/8" PLYWD. 5HEATHING TOTAL INTERIOR 1608 5F ON 2X6@16" O.G. FRAMING (TYP.) PROVIDE R-1q BATT INSULATION PER 5PE05. 26' 23'-4" 1.4.. k 11'-8" GU N4828 X CLOSET I 3 q-1/2"LVL HDR. i 18'-1 3/4" X I ROOF BELOW m 1^( a 1ORKSHOP I SYNTHETIC SLATE SHINGLE T(P. 2X8 JOISTS Lu CONCRETE FLOOR ;fl 2X6 R.R, u (VAULTED CEILING) (3j ? 512 J J CV J I x X I(3)11-1/8"LVL RAFTERI Ia- I I I I n Iry Ic� I I zz 26' — — STANDING SEAM _ — — 13' 13' METAL ROOF r GU N4828 iN X Li — — (2)q-1/2"LVL HDR. — — — (3)1-1/4" VL HDR. L I tu I oIJill a -D -rEK v a v (3 C, C1 WES c I� - - - -jl I I zW III u — — V J co z J (2Lq-=-'-LVLJ=1 I O �I I in ire w W w w O W w _w m m = LL ry I I I o m 1- ►- o� kn > > a w w ~ § FLAN DESIGN BUILD IJ IJ I VIII oo > I o � > I o0 =30X84 " - X C4 - - X "- - - - - - - - - zo I" I" L - - - - - - " I " I DESIGN DRANINGS ( S — — — W 12X1q — — — — I I — LOOK — (2)14 LVL YV/(2)5/ "5TL.PLT. I DCS I I NEST CREEK Zz z :fl ry- V UN " PO BOX 256 I I GARAGE 5IMP50N - - I I I CONCRETE FLOOR i CONNECTORS I I ry w w O (IT52.31/q.5)TYP. I - - — — — — — — —� - - -� v - - - -� - - - - - - - - N ENS U F FOLK, NY 11 q56 631 - ;� p I :fl o v 734841 6 p w w � Ua m w @) w 0d a o S I v S I I z 'V ZZ z (aj N tn @j :z z J v_ O av- �a s �I IX o a � ►= w a o a F- z I- v w F w U- q wLUW Lu cV I iOII I o to m W o w U1 a L~L I p a o w to LL w ,� _ o u- w SJ0►5T ENGINEER A N 2X6 R.R, ry ry a X �, 1„ a LONDON ENGINEERING, P.G. 25'-1" iV (V X X 1 *755 5IC75BEE ROAD (2)q-1/2"LVL HDR. (3) 11-1/8"LVL HDR. (2 q-1/2"LVL HDR. (3)1-1/4" VL HDR. MATTITUGK, NY 11 q52 GUDH-NG1614 GUDH-NG4426 GUDH-N61614 GUDH-NG4026 631 2 b-1 q86 B R B Y 5'-1 1/2" �' 13' 13' 1'-10 1/2" 1' 10 1/2" 5'-1 1/2" 26' 26' 7 155UE/REVISIONS Oq. 14.20 PROJECT FIRST FLOOR PLAN SECOND FLOOR PLAN OAKLEY RE5IDENCE SCALE : 1/4" = V-0" SCALE : 1/4" = 1'-0" 3400 LITTLE NECK ROAD GUTGHOG U E, NY 11 q35 SCALE 1 /4 11 = 11 DRAM NG GARAGE FLOOR PLANS GARA ....,`� I � SCALE : 1/4" = 1'-0" Al2 � . ��` JAN� 2 5 2022T" 1-1--F?�-rd of 23'4" 1.4.. - - - - - - - - - - - - - - - - -J - - - - - - ROOF F 1 I 5YNTHETIG SLATE ROOF 5HINGLE5 TYP. "v I 12 WORKSHOP CONCRETE FLOOR I I ry I . • I I I ry � - cn '- 4"THK. POURED I I 12 1 3/4� CONCRETE SLAB I I W/6X6, #10/#10 WWM I I `r STANDING SEAM I I .. METAL ROOF 8"X16" POURED GONG. FOOTING J L- - - - - - - - - - - - - - - - - - - - - - -� SET ON UND15TURBED 501L W/(2)#5 r - r - - - - - - - - - - - - - - - - - - - - - - - - - � I m 12 12 CONTINUOUS REBAR I I I I ry 5r � 5 � I I I I 5" THK. POURED GONG. I I I I FOUNDATION WALL W/#5 REBAR I I I WEST ClDxru_.,EK W@36" O.G. EACH AY W/36" SPLICE W/LIQUID APPLIED DAMPROOFING 1'-4„ 1212 12 12 8 � � a � PLAID DESIGN BUILD (2)#5 CONTINUOUS REBAR I I GARAGE I TOP OF WALL `.. I CONCRETE FLOOR I I DESIGN D RAN I N G S NE5T CREEK 5/8"X 12"ANCHOR BOLTS @ 25" O.G. ry I I I I ry AT VEND ZONES AND 211" O.G. AT I I I i s I m GUTTERS PO BOX 256 INTERIOR ZONES W/3X3X3/16, I b"HALF ROUND GUTTER NEIN 5 U F FOLK, NY 11956 METAL WASHER I '.' I I I FREEDOM GREY COATED COPPER 12" FROM EACH CORNER I I I I #20 REGAL BAR HANGER N ROD a NUT I I I I #2 ROUND DONN5POUT5 631 134-8416 4"THK. POURED I ( 12 12 CONCRETE SLAB I I ry a r— 41 12 8(— W/6X6, #10/#10 WWM I I ENGINEER I I GONDOLA ENGINEERING, P.G. I I 1 -155 51675BEE ROAD I I I I 12 ,2 MATTITUCK, NY 1 lq52 631298-1986 26' ISSUE/REVISIONS 09. 14.20 PROJECT FOUNDATION PLAN ROOF OAKLEY RE51DENCE SCALE : 1/4" = 1'-0" 3400 LITTLE NECK ROAD SCALE : 1/4" = 1'-0" GUTGH000E NY 11935 SCALE 1 /411 = 1 ' DRANING GARAGE FLOOR PLAN5 GARA �� JAN 2 5 2022 i. SCALE : 1/4�� = 1 -0A13 BoGrd o, "-f ruM,vr. ROOF PROVIDE SYNTHETIC SLATE ROOF 5HINGLE5 ON MANUFACTURER SPECIFIED UNDERLAYMENT ON 3/4" PLYWOOD DECKING ON 2X10@16' ROOF RAFTERS. PROVIDE CONTINUOUS RIDGE VENTING EXTERIOR TRIM GABLE TRIM DETAIL TYP. PROVIDE CELLULAR PYG TRIM A5 NOTED LEAD COATED COPPER HEAD FLASHING PROVIDE CELLULAR PVG GA5E05 M & 5" GROWN MOULD COLUMNS AT PORCHES 2 11b" FASCIA 2 1/2"X 6" CORNICE BOARD UPPER EAVE TRIM 50LID GROWN 5" GROWN MOULD CUSTOM BRAGKET5 1 1/4"W X b" H X 1'-4 1/2" L 2 1/8" FASCIA 2 1/2"X b" CORNICE BOARD WINDOW TRIM50LID GROWN 1 1/2" X'7 1/4" HEAD CA51NO BOARD W/ 1" SIDE EXTEN51ON5 AND 50LID GROWN RODFOYERHANG ry 5/4 X 5 1/2" JAMB CASING 5TANDIN6 SEAM BOARD TYPICAL AT WINDOW5 METAL ROOF W/ 2' - 0"WIDE OR LE55 CUSTOM BRAGKET5 5/4 X 11/4" JAMB CA51NO p BOARD AT WINDOWS WIDER Y SIDING THAN 2' - 0" PROVIDE PRE-PRIMED SHINGLE SIDING IN FIBER GEMENT ON ® ® WRB SPECIFIED BY MANUFACTURER. FARMHOUSE SILL & BED MOULD ® 5/8 SHEATHING ON 2X6@16" O.G. FRAMING TYFIGAL AT WINDOWS W/ BATT INSULATION SHINGLE FLARE DETAIL AT 15T FLOOR 5HINGLE FLARE � I WT tS Cix_u � IuEK I I I 1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I PLANS DESIGN I BUILD EAS"'T ELEVATION DESIGN DRANINC75 SCALE : 1/4" = 1'-0" NE5T GREEK PO BOX 256 ROOF PROVIDE SYNTHETIC SLATE ROOF 5HINGLE5 ON NEN 5 U E FOLK, NY 11 q56 MANUFACTURER SPECIFIED UNDERLAYMENT ON 3/4" PLYWOOD DECKING ON 631 734-8416 2X10@16' ROOF RAFTERS. PROVIDE CONTINUOUS RIDGE VENTING .ENGINEER EXTERIOR TRIM LONDON ENGINEERING, P.G. PROVIDE CELLULAR PVC TRIM AS NOTED GABLE TRIM DETAIL TYP_ PROVIDE CELLULAR PYG CASED BEAMS & LEAD COATED COPPER HEAD FLASHING 1 155 5 I G 5 B E E ROAD COLUMNS AT PORCHES 5" GROWN MOULD 2 1/8" FASCIA MATTITUGK, NY 11 q52 UPPER EAVE TRIM 2 1/2"X 6" CORNICE BOARD 631 2q8-1 q86 5" GROWN MOULD50LID GROWN 2 1/8" FASCIA CUSTOM BRAGKET51 1/4"W X 6" H X 1'-4 1/2" L 2 1/2"X b" CORNICE BOARD SOLID GROWN WINDOW TRIM J55UE/REVISIONS 1 1/2"X'7 1/4" HEAD CASING BOARD W/ 1" 51DE EXTEN51ON5 AND 50LID GROWN Oq. 14.20 ROOF OVERHANG 5/4 X 5 1/2" JAMB CASING STANDING SEAM BOARD TYPICAL AT WINDOWS METAL ROOF W/ 2' -0"WIDE OR LE55 CUSTOM BRAGKET5 PROJECT 5/4 X 11/4" JAMB CASING OAKLEY RE51 DENGE SIDING � BOARD AT WINDOWS WIDER 3400 LITTLE N EGK ROAD PROVIDE PRE-PRIMED SHINGLE SIDING IN FIBER GEMENT ON NRB SPECIFIED BY MANUFACTURER. 11 FARMHOUSE SILL& BED MOULD GUT GHOG U E, NY 11 q35 5/8 5HEATHING ON 2X6@16" O.G. FRAMING TYPICAL AT WINDOWS W/ BATT INSULATION SHINGLE FLARE DETAIL AT 15T FLOOR SHINGLE FLARE 114" = 1 ' I I I I � I DRANING - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � -� GARAGE ELEYATION5 GARAWEST F1 GE SCALE . 1/4 = 1 -0 - A14 d SCALE : 1/4 - V-011 I I. JAN 1-022 GABLE TRIM DETAIL TYP. LEAD COATED COPPER HEAD FLA5HING 5" GROWN MOULD 2 1/5" FA56IA 2 1/2"X 6" CORNICE BOARD ROOF 50LID GROWN PROVIDE 5YNTHETIG 5LATE ROOF 5HINGLE5 ON CUSTOM BRAGKET51 1/4"N X 6" H X V-4 1/2" L MANUFACTURER 5PEGIFIED UNDERLAYMENT ON 3/4" PLYWOOD DECKING ON 2X10@16' ROOF RAFTERS. PROVIDE RAKE TRIM CONTINUOUS RIDGE VENTING LEAD COATED COPPER RAKE FLA5HIN6 UPPER EAVE TRIM 5" GROWN MOULD 5" GROWN MOULD EXTERIOR TRIM 5/4 X 9 1/4" RAKE BOARD 2 1/8" FASCIA PROVIDE CELLULAR PVG TRIM A5 NOTED 2 1/2"X 8" CORNICE BOARD PROVIDE CELLULAR PVG GA5ED BEAMS & SOLID GROWN COLUMN5 AT PORCHE5 WINDOW TRIM 5/4 X7 1/4" JAMB CA51NG El ® GUTTERS BOARD AT NINDON5 WIDER I Hill 11 1 1111111 1 1 1 1 1 1 1 1 1 Hill6" BERGER HALF ROUND THAN 2' - 0" 1111111 Hill FREEDOM GREY COATED COPPER C4 #20 REGAL BAR HANGER N/ ROD & NUT FARMHOU5E 51LL & BED MOULD #2 PLAIN ROUND DONN5POUT5 TYPICAL AT WINDOWS ROOF OVERHANG STANDING SEAM METAL ROOF N/ ROOF OVERHANG r7- EEE] EE] EE11 EEI 5TANDING SEAM CUSTOM BRAGKET5 METAL ROOF N/ CUSTOM BRAGKET5 SIDING FFQ F1 F1 F1 F1 I p F16 PROVIDE PRE-PRIMED SHINGLE 51DIN6 IN FIBER GEMENT ON NRB 5PEGIFIED BY MANUFACTURER. Ll Ll - I FT=P 5/8 5HEATHING ON 2X6@16" O.G. FRAMING 5HINGLE FLARE i N/BATT INSULATION POURED CONCRETE FOUNDATION 5HINGLE FLARE DETAIL AT 15T FLOOR CKEEK - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - FI- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � PLAN DESIGN BUILD NORTH ELEVATION DESIGN DRANINGS SCALE : 1/4" = V-0" NEST GREEK PO BOX 256 GABLE TRIM DETAIL TYP. N EN ✓U F FOLK, NY 11 q56 LEAD COATED COPPER HEAD FLA5HIN6 5" CRONN MOULD 631 734-5416 2 1/5" FASCIA ROOF 2 1/2"X 6" CORNICE BOARD PROVIDE 5YNTHETIG 5LATE ROOF 5HINGLE5 ON SOLID GROWN MANUFACTURER 5PEGIFIED UNDERLAYMENT GU5TOM BRAGKET5 11/4"N X 6" H X 1'-4 1/2" L E N CG(N E E R ON 3/4" PLYNOOD DECKING ON 2X10@16' ROOF RAFTERS. PROVIDE LONDON ENGINEERING, P.G. CONTINUOUS RIDGE VENTING RAKE TRIM 1755 51 CG 5 B E E ROAD LEAD COATED COPPER UPPER EAVE TRIM RAKE FLASHING MATTITUCK, NY 11 q52 EXTERIOR TRIM 5" CRONN MOULD 5" CRONN MOULD PROVIDE CELLULAR PVG TRIM A5 NOTED 2 1/8" FASCIA 5/4 X q 1/4" RAKE BOARD 631 2q8-1 q86 PROVIDE CELLULAR PVG CA5ED BEAM5 & 2 1/2"X 8" CORNICE BOARD COLUMNS AT PORGHE5 50LID CRONN ISSUE WINDOW TRIM /REVISIONS GUTTERS IF ® 1 1/2"X 11/4" HEAD GA51NG BOARD Oq. 14.20 6" BERGER HALF ROUND N/ 1" 51DE EXTEN51ON5 AND 50LID GROWN FREEDOM GREY COATED COPPER 5/4 X 5 1/2" JAMB CA51NG #20 REGAL BAR HANGER N/ ROD & NUT BOARD TYPICAL AT NINDON5 PROD EGT #2 PLAIN ROUND DONN5POUT5 2' -0"NIDE OR LE55 5/4 X 11/4" JAMB CASING OAKLEY RESIDENCE SIDING BOARD AT NINDON5 HIDER 3400 LITTLE NECK ROAD PROVIDE PRE-PRIMED 5HINGLE I III Hill THAN 2'-0" TT SIDING IN FIBER GEMENT ON ® ® I I I I I I I CUTCHOG U E, NY 11 q35 NRB 5PEGIFIED BY MANUFACTURER. FARMHOU5E 51LL& BED MOULD 5/8 5HEATHIN6 ON 2X6@16" O.G. FRAMING ® TYPICAL AT NINDONS N/ BATT IN5ULATION Hill IIIIIIII IIISCAL 5HINGLE FLARE DETAIL AT 15T FLOORIII iiiiiiiiiiiiiiii Ij �GAL.� 5HINGLE FLARE 114" = 1 ' DRAMING L - - - - - - - - - - - - - - - - - - I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - GARAGE ELEVATIONS GARAGE �� <<_, _ V-011SOUTH ELEVATION EI .: SCALE . 1/4 - ; ` � SCALE : 1/4" = 1'- " ' � '� SAN 2022 Of I i Silo i I Ur Ur KIUC7t 2X10 OUTRIGGER RAFTERS @16"O.G. r m iv in TOP OF PLATE cv � CV TOP OF 2ND FLOOR 5UBFLOOR TOP OF PLATE TOP OF PLATE m ■ m E r c TOP OF FOUNDATION TOP OF FOUNDATION b"THK. POURED GONG. 4" THK. POURED CONCRETE FOUNDATION WALL W/#5 REBAR m r 5LAB W/6Xb, #10/#10 WWM @36" O.G. EACH WAW/36"SPLICE Y TOP OF FOOTING PROVIDE CONTROL JOINTS m TOP OF FOOTING W/LIQUID APPLIED DAMPROOFING b"X16" POURED GONG. FOOTING SET ON UND15TURBED 501L W/(2)#5 (2)#5 CONTINUOUS REBAR CONTINUOUS REBAR TOP OF WALL 5/5"X 12"ANCHOR BOLTS @ 25"O.G. AT VEND ZONES AND 29"O.G.AT INTERIOR ZONES W/3X3X3/16" METAL WA5HER 12" FROM EACH CORNER .EK ': WEST �� SECTION A Z:� I SCALE : 1/4" = 1'-0" PLAN 1 DESIGN 1 BUILD DE516N DRANINC75 NEST GREEK PO BOX 256 NEM SUFFOLK, NY 11 q56 - TOP of RIDGE 631 734-8416 F-N6INEER TOP OF PLATE LONDON ENGINEERING, P.G. BTM. OF HEADER — — — — — — — — — r - - - 1755 51675BEE ROAD m iV MATTITUCK, NY 11 q52 CV 631 2q8-1 q86 CV N TOP OF 2ND FLOOR SUBFLOOR TOP OF PLATE 155UE/REY1510N5 — — — TOP OF PLATE Lim BTM. OF HEADER Oq. 14.20 cn cn T m _ i— PROJECT z OAKLEY RESIDENCE TOP OF FOUNDATIONTOP OF FOUNDATION 3400 LITTLE NECK ROAD GUTGHOGUE, NY 11 C135 8"THK. POURED GONG. 4"THK. POURED CONCRETE FOUNDATION WALL W/#5 REBAR m 5LAB W/6X6, #10/#10 WWM r @36"O.G. EACH WAY W/36"SPLICE m TOP OF FOOTING PROVIDE CONTROL JOINT5 TOP OF FOOTINGSCALE W/LIQUID APPLIED DAMPROOFING — — — _ — — — 6"X16" POURED GONG. FOOTING SET ON UNDISTURBED 501L W/(2)#5 (2)#5 CONTINUOUS REBAR CONTINUOUS REBAR TOP OF WALL 1^'I N 6 5/5"X 12"ANCHOR BOLTS @ 25"D.G. AT VEND ZONES AND 29"O.G.AT RA<Y `t INTERIOR ZONES M 3X3X3/16" GARAGE SECTIONS METAL WASHER SECTION B 12" FROM EACH CORNER GARAGE SCALE : 1/4.. _ 1._0.. ,Rj U. - 1 I SCALE : 1/4" = 1 '-0" 16 � 11.�, JAPE 2 5 2022 C'CJiI�C�I�'� i'�UVfI• of Cru FLECTRICAL LEGEND 5URFAGE MOUNTED LIGHT REGE55ED CEILING LIGHT 1NALL MOUNTED LIGHT r I� DUPLEX REGEPTAGLE I O DUPLEX REGEPTAGLE - HALF 51NITCHED k9 DEDIGATED REGEPTAGLE - - - - - - -� I - - - I L - - - - -r - - - 4- - - - - - - - - - - - - - - - - - - --I- - - - - - - - - - - - - - - - - - - - - - - - - - - --, Z QUADRUPLEXRECEPTACLE F I • :. a •. : r, , EXHAUBTFAN I - - - - - J� - - - - -JL - - - - = . - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - F— —I ( I EXHAUST FAN M LIGHT I I 5WITCH I I I I I B 5kNITCH 34NAY ® FLOOR REGEPTAGLE o I I I 10"THK. POURED BLUESTONE PORCH CONCRETE SLAB ABOVE I K#5 REBAR @24" O.G. 1 I L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -L I I 1 I I •: I I I POURED GONG. O I E PAD K#5 REBAR 14"O.G. O w I I I I BOTH DR. I I EST R LL LL lz I PLAN � bESIG�( � BUILD I C3 i mml � -72I GRAINL BASEMENT 21- - -- - - - 1 CONCRETE FLOOR DESIGN DRAWINGS 1NE5T GREEK I \ UNIT UNIT I I I • PO BOX 25 6 NEIN SUFFOLK, NY 11 q5b I I- - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� Tt ............... — ',,,�.r'r••'+`a .r,'.•ter� '".'�•'p„i+'� "t...—.—rte' i"^� .++�,�'' 'J' 6 734 841 b —•y. IIM L - - - - - - - ENGINEER lk —4y BASEMENT \ / / i ` — — — / o / I :..� — — I I LONDON ENGINEERING, P.C. CONCRETE FLOOR WPB o I 1 - - - — i I I I I 1155 5IC75BEE ROAD Z4 Ols _ I I I I I MATTITUCK, NY 11 g52 ` - - - - - - - - ! 1 m I I - Izz \ I ry UP lz tr 631 2qb-1 qb6 01 ELtGTRICAL I ISSUE/REVISIONS SERVIG�PANEL - - - -- IEP Oq. 14.20 L- - - - - - - - - - - - - - - - - - - - - PROJECT - - - - - - - � II - - - r - - - - - - - - - - - -r - - - - - - - - - - - - - - -I- - - - - - - -� f t I OAKLEY RE5IDENGE - - - - - - - - - - - - - - - - - -- -- - - - - � 3400 LITTLE NECK ROAD I T � r� I I I I I I I L — _ _ _� I CUTCHOGUE, NY 11 q35 BLUESTONE PORCH ABOVE II - - - - - - - - - - - - - - - - - - -� I I i I SCALE L- - - -�• - - - - - - - - - - - - - - - - - I---- - -� I L— — — — — — — — — — — — — — — — —J DRAINING BASEMENT ELECTRICAL PLAN BASEMENT ELECTRICAL PLA SCALE . 1/4 0 ; (` , JAN 2 5 20 " I1ir J �.� 'E i R i---.--Board oi'6'r �"J'O'S ELECTRICAL LEGEND — — — — w / 0 5URFAGE MOUNTED LIGHT LANDSCAPE CER REGE55ED CEILING LIGHT LIGHTING 1NALL MOUNTED LIGHT ll \ 1\\ IO DUPLEX RECEPTACLE \ \ kO DUPLEX RECEPTACLE - HALF 51NITGHED wP � � \ ��j7L---jl r--I r--i r--� r-1 r--1 —, , � Fe�' I"""" DRECEPTACLE I I! I : ! L_J L_J L_J L_J L_J _... .-.-' ---- - RECEPTACLE I cs . : / _.. .. __........ 1 , .. EXHAUST FAN AN r 1 __......._..._-. ... ... _.""."_............. . .".."."."..... ...".".........._....""...............".........._........_.--....._.__."......."."-.""...""""".... V .__............................................._..."._"""__..--- . .. .: .............."....._......__........................"...............__................._._._. MASTER BEDR M : ...................._...._......._........_......_.._._._......................................_.._......................COVERED PORGH........................._............._...._..""._.. ......._.__ ."" ...._....._..........__..._. , 1 1 --- --. ___.__...""." "_ " XHA : E UST FA ."...... ......._...""""..".""....."................._.." I. N 1N/ LIGHT % I 1 ... ._._."."""""""""".."" _ - -..__...._."""..""""_... -_'_-....."_..----.._..._..._..............""_.."""--_.""_ is T VAUL E CEILING : -----._._._.......--------__....._..- - - VAULT D-G I }NG.B "A __........._._ _.......___.... 1:.., - : ------ E E L E DFD : 11. _"".""..._..._... -- - -. 1 . u : . : 1 : i :::::: ...----.._......._........_......_. _ ,_._I 1--� 1-_.._.'---..._ _ .. _ ....-A ,....., ,._, .........................""....._.."--..""....---.....�:1 : AR .4 4 .. .. ....__ -_ -- - -._....1 ,....., f-, 1.._..._........._......._....._._........-........__. t-A _. 5 __._........._..--...--._.........."".....".....:."._.. ...."............._..........._ :! , . ....:" .. _. ... . : . I : , . 1 : I ; 1 1 (:1 1 �! ;!11'! SYVITGH 3-WADY 1I 1 : _. ; W00 I L0012 ; . ! : 11` 1 SKYLIGHT r I SKYLIGHT 1 i SKYLIGHT / 1 SKYLIGHT 1 I SKYLIGHT I 1 SKYLIGHT r-1 SKYLIGHT 1 """" .-. . ....f,: - --I ! ; i i ! 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I _.. ...... _. 1i. / 1 i 1 : 1 : 1 1 : 1 : 1 ': :,',11 :1111:1111:11 .......... ...... ........... .. .... _.. ..... ...._........... ..... ..... ._. .. . . ... / ;'.:I. :I 111: 11!!':x' ! /.-.. ...._.... .. ....... ..... _ \. ._ :.. i".._.., 1:::11::: : I i i .._ ,, :, ADDITIONAL RECEPTAGLE5 WILL BE PLACED A5 REQUIRED 1 . 1 I ... . ,I : 1 : . : ! , I 1: ':! 6NSFT12020/GU5FD12068 I 1!!!: (: VVI'!! - ---'-- -- ---- - - -... I , : ! ! ,: . "".. ....... ..... GUSFT12020/GU5FD12068 . I :1; - _. ... F:: ! i1., I — —I / IF 11 TO MEET ELECTRICAL CODE 5PAGING REGUIREMENT5. DROPPED CEILING /.. ...� - - - - - - - - - - - - - - - - - - - - - - - - - - - •/ T r� - -I I L T&G BOAR 5 L�YJ I-I I �I 1 rt i CABINET I II i ^!- I I` - --'-i - --'- _..... P _....- _....._....--.._...._....._...--....._- 1 1 I I I I I I I I I ! 111 I ! I i1 1 i ! i : i l III` I I 36x84 I I I I I I I / I I I 1 ! I C"-- - i I ; • r M110 - - : iI I I - - w I I / I : I lI i L I III1F I LINEN 3 \ -- — i ! 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I i 5yT&G BOARD r,f i iN1 BE IM5 it 11 I __..___ _____ , - �: : i i 1 i ! : I I _32x84- - - - -I-I - - - - - - - - - -I - - - - - - - - \- I - - - - - - - - - - I - - - L L�LL�L �' _' ` - - - - y-1-1 - - - - - - - - - -1 --t - - - - - - - - � -4 -1- - - - - - - - - � � - - - - - -- - - - - - - - LUESTON - _ _ _ T�: r - B E / I I I I I I I .I'z1 1 s 1 ! . : ! -E7 I' _ wa _ - - - _ W \ , i I T4' - - -- I ._ PLAN I DESIGN BUILD B 9 I ,I-I - 1 x \ / _ -I I � I I I A".�_"" 1 `H I 1 1 11 I 1 1 II I I ' v ; j O L� � N I I F� I I I-I 1 I I t.:-� A:"_ i I 1 ' � ' 1 I I I ` --- - -- 'L�i ® \ ! , _. , I I I I - _ 1 I 11 _ / i _ - 1 { , 1 : I ' I I I I III I {::_ _: j 1 ,I I �j�1 I I ! T'r1 j i. I __ - -'- ... rn - - - - - - - - - - - - \ - - - - - - - - - - yn__ I : ! l I -/- - -1-I - - -I -} - - � - -f * --:::. 1 ' II II L�1. j I -i :I I i It9�J II I /id I TILE z 36x84 `' �' it — -I -- -.._.-- -.......... DESIGN D RAINING 5 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _I1 d. I { I I 1 I-I -I -1 -1 I 1 i' I I I I `� 1 I I �` I �I II L�- 1 j I I I a '..-- --- 11 / NEST G p z ED �LX. I I I I I I , I II I - - ; �; ! I , ! I - ' Y `LEJT G1�EEK ; % j 1 I I I I �� I I i l 1 :L1 IT 1I I ._r: 11 t i + 1 1 l i T 1 1 i I --- I --- - --i I : I l I PO BOX 25 : I I I I I I I I li /1 ! 1 1 : I I i I.. I I 3, 1 - - - - - - - - - - - - - - - - - - - - b d I! i K1�'GHEN -� - I — — I 32x84 30x34 --- f i -_-_ _ _ _ _ y - \ i 1 NEhI SUFFOLK, NY 11 q56 I I i Wb4 FLbOR : I 1! — — — r. I 1 I L iI 72x100 CABINET I II I 1 { : I ! I I -L• J-i I ! \. i 11 I ! I - -- —..� -- L_... - - - 1 i I ; 31 734 III _ , I ! 1 ; ! ; ___ .._. .. _-___ __--I _ 6 -8416 , 11 : 1 , I I OD Ina OFFICE j Ill {� 1 MO139 �� 1 : ir I — — — / L 1 I I �-/r� f f GN3Im a d321 �- - - �"i I �ll I WOOD FLOOR HALL �(I j; UNDER LAB IGHT a3 a� UNDER LAB LIGHTS i 1 ARE551NG RDOM l Q N WOOD FLOOR i i { o-�f-�J a2x3a19 9 — — r� ,.__.._...._.) �, \ LANDSCAPE BASEMENT Z 1 WOOD FLOOR HERRINGBONE / - - - LJ -- r LIGHTING E N G I N E E R ENTRY v I L cs Ig I I -CLOSET . BENCH 1^U CABINET AB E .... _........._. _......_._ _..._- ':.'::::::: / I LINEN 0 C6 / -$ \ � / I I I \ / -I ..::.:I LONDON ENGINEERING, P.G. 1 MUDROOM lJLTEDGE4L."5E,417E� / // \\ I i If 30x84 / I I WOOD FiC i: : ":::-.. .-... _ ... / 1755 5 I G 5 B E E ROAD I C, 1 I I — _ I .::-: -.. .-:1 III u� / ON 0 � \ 1"" m ........:-.. �- .I -j xfin I .._.__._ MATTITUGK, NY 11 q52 GL05ET I GL05ET I I I I I - .--::i .. .____.._.[!, ---. ..----.._. '^ m ...... .... At \ I HANGING ROD Wp:':.:::::::.:.:..:.:.....:.:'-:..:::-'_.I 1 631 2q8-1 q86 ....._............_.._._._._._._.. HAL� VV CABINETS ABOVE I I L \ 60x100 - ---- -'-- - w= & \ I� �I / It \ WOOD FL�OR -.. _ --- -- 11111111::ii1:.:1::.!1:: :;::::1!:.:,1;;:!!;;11 / �J—] m 1 I In I:I: F R I W W W W * 1:1 I I E N.TRY(HALL ,i 1, illi! / F- - - J-- - - - I_ O FREEZER REF QI IQ q1 Io TI I I &�;BARR�LYAULTEbjGEILfNG,1 ,!i 155UE/RE1�1510N5 1 1111 28x84 ! t iDODFLODR; I / PANTRY / I i i ,1!HERRINGBONE ' ���� v x ± FL ' I,1 :ttr-�ti! \ ET R�GB �lE RR WOOD FLOOR �\ N N WOOD F R. m 0q. 14.20 ,i BASEMENT I \ 1 iGE � i! l i I I — 1 - _ WINDOW WELL z I! ` I I ! 6 I I � I - - - - - - - - - BELOW m 1 1i. { . -7- - - I I L .ai ;! 1! '',!Z::':':.�i ` I T T T - - I — O 11 Ili I! w \ _ --� PROJECT 1 Q II;�;! ''�, �-, I !it .; _ 1 - - - - - P OAKLEY RESIDENCE I '3 l , I " l/ 1 (i l I I BASEMENT I Ii ii ., i' I' i1 I. I j 1!!', I:. I I WINDOWWELL I II;I i1 II I 'il /:! I Dill ;I 3400 LITTLE NECK ROAD : i: l I I BELOW 1 :!Ili, li iiI �/ 1: 111 :,',?, I . L — — — — — — — — — —J I ;i: I I :' /! I i! I G �!I !I UTGHOG i i l i l l l I I; ice RED ,III U E, NY 11 q35 I Iii t!i1I''11 I I1. i 11 ! ' N7 i zpe)RGH' Ij ' r F- �AULTEV GEII :BEADED !1 I L_J L_J �, ii ll; ii L_J L_J — — _ — 1 /411 = 1 ' LOW VOLTAGE LIGHTS LAN D5CAPE / REGE55ED IN RISER(TYF.) D RAMI I N G LIGHTING _ / FIRST FLOOR ELECTRICAL PLAN MN x - - _-_r. . - 11 . EIRST FLOO - El ,ECTRICAL PLAN. I � ,I 1, ,-)) � � I�� SCALE: 1/4 = 1 -0 E214 --°' �1 �It ; -110 JAN 25 20 I F, ELECTRICAL LEGEND 0 5URFACE MOUNTED LIGHT KM RECE55E0 CEILING LIGHT 4 1NALL MOUNTED LIGHT iO DUPLEX RECEPTACLE kO DUPLEX RECEPTACLE - HALF 5WITCHED rO DEDICATED RECEPTACLE M GUADRUPLEX RECEPTACLE I I EXHAU5TFAN EXHAUST FAN N1 LIGHT 51NITCH 3 51NITGH 3-WAY ® FLOOR RECEPTACLE SKYLIGHT SKYLIGHT SKYLIGHT SKYLIGHT SKYLIGHT SKYLIGHT SKYLIGHT NOTE RECEPTACLE PLACEMENT 5HOWN AS 5PECIFIED BY INTERIOR DE5I6NER. ADDITIONAL RECEPTACLE5 iNILL BE PLACED A5 REQUIRED TO MEET ELECTRICAL CODE 5PACING REGUIREMENT5. BENCH SEAT 7 117 II ' I I I I W I WALK-IN CLOSET F III 1 I II I '/ ! I MWOODFLR.Lu - - - - - - - CD 717 — f T 7F1,A ZIII 717A' ' BOOMIIvVAULI'Ep CEILING! INET / 28x84 J I II i 1 i 51,T&O BOARDS,W/.BEAN15 -- -----I — --_— --- —�- — — — — — — fI,LOOR — — — —Y : LINEN I \ �O � � ( QUEEN -DuE WEST Crou K E 1 0E � cs N II'"� I I I I ! j 1 I S YLIGHT QUEE � j I I I I ( i K 11 I I ! I A80VE 1 i 30x30 PLAN DESIGN (L D I f ( l I I I i I ( � I � p L ROS OM #3 WOOD FLOOD WOOF FLOOR DESIGN DRANINGS it ' 1 :I I j I I I - - - - - - 1 - - - - - - - I� - - EN !NEST GREEK i BEDROOM #2 66x64 / � p WOOD FLOOR r — — —�� — — — — LAUNDRY m / I O 13OX 256 r--7777-� HALL I v W�OD _ UPSTAIRS HALLS NEN SUFFOLK NY 11 q56 ATTIC WQOD FLOOR -' I I VWISHER ,T DRYER I ' QUEEN / �`�" � I— BEAMED GEILIN6 I I nrr.Faa I I I --7777-� I WOOD FLOOR _ I L------ 631 734-8416 O/ — —� — — — —BEAM — —� 30x84 36x84 lit Lu z� �' � � O I � I iI :1:;11:1: �zf't�NALL. I; 1 1 i `I'ra '6 alrEj vAUI.rD'G � NG 1 1 i / ENGINEER EliA66 .: 1;1: : lit IBATH E — — — — — — BEAM — — — — — — TILE 1 _ _ _ _ _ _ _ _ LONDON ENGINEERING, P.G. it 1 "155 51G5BEE ROAD ! ail: i1 � MATTITUGK, NY 11 q52 i I ;III i 1i i I ; I I , 631 2qb-1 qb6 X1:1 1:1� 1I 'I 15SUE/REVISIONS Oq. 14.20 _PROJECT OAKLEY RESIDENCE 3400 LITTLE NECK ROAD CUTCHOGUE, NY 11 q35 SCALE 1 /411 = 1 ' DRAN1NG 5EGOND FLOOR ELECTRICAL PLAN SECOND QQR ELECTRICAL PLA SCALE: 1/4" = 1'-O" i �,; JAN 2 5 20 ' FLECTRICAL LEGEND -(� 5URFACE MOUNTED LIGHT M RECE55ED CEILING LIGHT �-O YqALL MOUNTED LIGHT kO DUPLEX RECEPTACLE k0 DUPLEX RECEPTACLE - HALF 5WITCHED IO DEDICATED RECEPTACLE OUADRUPLEX RECEPTACLE EXHAUST FAN EXHAUST FAN IN/ LIGHT 5NITCH 3 5INITCH 3-Y�IAY ® FLOOR RECEPTACLE GUDH-N(54022 CUDH-N61614 GUDH-N64426 GUDH-NG1614 Z 11117 I l DN III I I I I I III I , , I I I I I I I EST �EK o , I u—�� — — — \— /X 4— i I 3m — I I \ � PLAN DESIGN BUILD - - - - - - - - - - - - - - - -ji �- - - - - - - - - - - - - z T_ DESIGN DRAWINGS II I I IIS II z ` � rn INE5T CREEK CE iI0X PO BOX 256 Lill / \ - -� rn - - - - - - - -- - - - - - r - - - - - - - NEIN 5UEEOLK, NY 11956 631734-8416 ENGINEER CE � � � `- - 6 LONDON ENGINEERING, P.C. WP I I 5165BEE ROAD — _ _ _ _ _ _ _ _ _ MATTITUCK, NY11952 GUDH-N64022 / P L - - - - - - - -� Z ROOF 631 298-1986 Irn-I D d L - - - - - - - - - - - � - - - - - - - - - - - � - - - - - - - - - - - - - J 70z MOTION — — — ' / ISSUE/REVISIONS ACTIVATED 3 Oq. 14.20 PROJECT FIRST Fl.. O R ELECTRICAL PLAN, SECOND FLOOR ELECTRICAL PLAN, OAKLEY RE51D NG E E SCALE : 1/4" = V-0" SCALE : 1/4" = V-0" 3400 LITTLE NECK ROAD CUTCHOGUE, NY 11935 SCAL 1 /411 = 1 ' DRAINING GARAGE ELECTRICAL PLAN GARAGE _-... Lv_ SCALE : 1/4 = V-011 t € ` ! I .; JAN 2 5 20 4 ` t IN, i - A BOARD OF'SOUTHOLD:TOWN TRUSTEES: SOUTHOLD- NEW YORK r PERMIT NO. 9383 DATEi JANUARY 16,2019 ISSUED TO: EILEEN B. OAKLEY � -3 d- PROPERTY ADDRESS: 34.00 LITTLE NECK ROAD„.CUTCHOGUE f � a SCTM# 1000-103-9-13.1 ' AUTHORIZATIOlv1 ' Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the.Board of Trusteesadopted at themeeting,held on January 16;2019, and in consideration of application fee in the sum of$250.00paid by Eileen B.Oakley andsubject to the Terms and i { s 6. r 6 c4 t i Conditions as stated in the Resolution, the Southold,.Tow.n Board of Trustees.authorizes and.permits the t following: i Wetland Permit for construction activity within,100' from the landward edge of wetlands to a: ) construct a 711x80.8' two-story,single-family dwelling with.covered and screened.porches and y' � basement; a landward 24106' detached garage;.new septic system,driveway,and drainage IA Y ` . systems all landward of Trustee jurisdiction; install a line of staked'hay bales and/or silt > fencing prior to and during construction;all necessary vegetation.to be removed`landward of ir erosion control,line for the purposes of construction,with a future modificationto existing vegetation within Trustee jurisdiction;with the condition to establish and.perpetuallymmntan `. a 20' non.-disturbance buffer landward of the flagged wetland line;.and as depicted on the site �� x plan prepared by West Creek Builders dated January`8,2019,and stamped approved.on $ 'January 16,2019. = ' IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be_affixed, } , , and these presents to be subscribed by a majority of the said Board as of she 16`i'day of January,2019. . � k . � O OPS r iso i PA�l 4q n I xH { `t `� .:»R.'uY 'xsr a,"iS£ F�� 4 "'t4�;f•^.c v'ts to t '.t"€°4c'...`S +.e,`,yta "''rCs4',ks .tSus nY truer 'x.^gz`a�.va d } �r,'ha� �.�+.? � � x.. 3 a k, f” r s: 0 � '.. �.�. aW.� � � � -•,�,., t'' �"�' '��" i- ,<�� ..t r President �� Town Hall Annex Michael J.Domino, so ,; 54375 Route 25 John M.Bredemeyer III,Vice-President n z P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A.Nicholas Krupski ® � Telephone(631) 765-1892 Greg Williams 5 Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD January 16, 2019 Gary Steinfeld West Creek Builders, LLC P.O. Box 256 New Suffolk, NY- 11956 RE: EILEEN B. OAKLEY 3400 LITTLE NECK ROAD, CUTCHOGUE SCTM# 1000-103-9-13.1 Dear Mr. Steinfeld: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, January 16, 2019 regarding the above matter: WHEREAS, West Creek Builders on behalf of EILEEN B. OAKLEY applied to the Southold Town Trustees for a permit under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated November 26, 2018, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator recommended that the proposed application be found Inconsistent with the LWRP, and, WHEREAS, the Board of Trustees has furthered Policy of the Local Waterfront Revitalization Program to the greatest extent possible through the imposition of the following Best Management Practice requirements: establish a 20' non-disturbance buffer landward of the flagged line; and WHEREAS, a Public'Hearing was held by the Town Trustees with respect to said application on January 16, 2019, 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, 2 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 275 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, NOW THEREFORE BE IT, RESOLVED, that for the mitigating factors and based upon the Best Management Practice requirement imposed above, the Board of Trustees deems the action to be Consistent with the Local Waterfront Revitalization Program pursuant to Chapter 268-5 of the Southold Town Code, and, RESOLVED, that the Board of Trustees APPROVE the application of EILEEN B. OAKLEY for construction activity within 100' from the landward edge of wetlands to construct a 71'x80.8' two-story, single-family dwelling with covered and screened porches and basement; a landward 24'x36' detached garage; new septic system, driveway, and drainage systems all landward of Trustee jurisdiction; install a line of staked hay bales and/or silt fencing prior to and during construction; all necessary vegetation to be removed landward of erosion control line for the purposes of construction; with a future modification to existing vegetation within Trustee jurisdiction; with the condition to establish and perpetually maintain a 20' non-disturbance buffer landward of the flagged wetland line; and as depicted on the site plan prepared by West Creek Builders dated January 8, 2019, and stamped approved on January 16, 2019. Permit to construct and complete project will expire two years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: $50.00 Very truly yours, Michael J. Domino President, Board of Trustees MJD/dd X11 ' •. • •• • 111 1 • a � �' ..jam� 2 �� � '- .iPj�.., R Y4'� �_, `va• "- .a "r-}`.r-'+.�-: • 'rim 4���}A tT= �'c '. eY �' '�Y ;��"• if��,�♦ ''''�.yam�'..::�'xxC �� -�;y: AW �y a X11 ' •.• •• • 111 1 • Wv cm wha , b �, I I � ► i •} p s '+�,'n,"-�•uY4;}yre�M '� 's"!,"++�'` �-�^^�d',`�-"�$.-�`�`'..'a'".ra,w .»���� :� � � r� y '`_�h`R� � r X11 •. • • • 111 1 • y i s' _ Emory tiSOW PanD' } OW SITE ' X� TILL ,,,i`��"•.�, +,.z-*r�'. { ��,` -"��' a -s��?3� +e_.^ � •"`�`� � R t Tax Map *. 103,,-09-13.1 4 Eileen B. Oakley 3400 Little Neck Road, Cutchogue SCTM# 1000-103-9-13.1 A• ,� _..; M �N 1X na testi i� 6 1 "'„�.� ' t...-' 25 a23 10 L jPj -a er i q ; V. r.. 12 v - 1 t •20 SITE ..-.r +�� ����s •'� �, •� ,g-,�,J 5 ``� f 5 rM i °o ,�appe” i „ J _ r a 5 .., v l t J. 0 i• 4�s }': 1 COUNTY OF SUFFOLK C N NOTICE K ' s' one MWTN° 1000 SECTION NO F Real Properq'1ka Service Agency MNWE1M"ALT9t 71M SALE OR Y yy O:STRIMJn+M OF AW PORTION OF TM M ice, I w IN Tok"OF SOUTHO D 103 JIM GewM IAW,.ArI"hmd I i198! SLFFOLK COLA WY TAX MAP 1S PROMOTED A zx IN o s* mo MM1"WRRTEN PERAMSSM OF THE P Feat $ REAL PROPISMY TWX SSWICE OG3�GY �w na• YFrAGF OF rnnv�r.+aat w+ ; �, 8 Wn;N Tilt t • t' 6 £ � , is 2 T, 5.q � a, e•• n .. �1 v..3�4 � N 0+•. a i' R .. A ,• I -' � � ru-..$t A st�,�ar� r iral *,3 "� '. •ay fi ,.,s 3 a, e�\ t �M. .�_a+ 1 �bR' 'DwR��,�a�„sfD 8�L r__.._. ar a t . yr r -41 R � r AN$e z ^J".s `ry Tiro � ..:..It:,�`a� � �§°i rt ASS s-•-"�, p y xa �v ti 9, s \•7a• 4 �+' } �''� 'FVC a' b `ti.,g,}'W y s „y p ,,;. ;�....---w1?°fN- ,e x e a.w i, ¢:, z •'o eta. ..b 0 ` i d w"q Yti' .e (. ' w..' .�> e, .t •ti,e ♦ -.,� av ,s F� y:: BALDW�N, �D ....4 Pz',r,% mi QO ;' ,�8 - ; �, ". W pro hr V.N.N6.+,• +) 1 - .T S r y y 4 �.�a; ,�.{,,,�'> �' b �" , }.?y-:,+s r��� �'� m'� a•� moi '�•'� w as � a ,Wks sr-��-- ..' si`a. q.`;`ig.1.. ;. .....,•' J wy,' ,� •`. ! �Y.: � PN' N �,'Hl. ! ...wt", �. 4. ' — 4 s 46�~.• Q. �, �*f �l� � �.,�� � � F*i' i� �� .w � k� '' 13µ ry� , e - .H n.D_. nM.. °Lm, � ram, �� r� '•i ! ^« ad ° "1,±: �,� 3 °t' � �. ,`9 7• �.r lD'x' { kf` f.',.^Y 3 3 rI yr,`9r. !k .S�= ,��, 'A a xa R gf rm a OR F t > 9EE 9E0 No -�. K } �. �A ,r,Q r � •/ Z� <�',' ' ?`fi'`r'• »:.° - .- .." '..•:. -- __ ., COUNTY OF SUFFOLK N Tice aia:no E w ' —tri u Feat Yruperxy Ia:S«vice AgeneyDg +« +' Y N a v m L—I— M •mor xx ar 90UTNOLO SF 103 I21) ., _ Pte/ rcw OFFICE LOCATION: � "' „�� �,� MAILING ADDRESS: Town Hall Annex �� "n, P.O. Box 1179 54375 State Route 25 �� �F�� Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY 11971 Z Telephone: 631 765-1938 r LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: March 15, 2022 Re: LWRP Coastal Consistency Review for EILEEN B. OAKLEY SCTM# 1000-103-9-13.1 EILEEN B. OAKLEY requests a Wetland Permit to construct a 71'x80.8' two-story, single-family dwelling with basement; a 24'x36' garage; install a septic system; and to install a driveway. Located: 3400 Little Neck Road, Cutchogue. SCTM# 1000-103-9-13.1 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposed action is CONSISTENT with the Policy Standards and therefore is CONSISTENT with the LWRP. 1. The Board found the action consistent with the LWRP in 2019. 2. A 20' non-disturbance buffer was required. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Damon Hagan, Assistant Town Attorney John G. Stein,Chairperson Town Hall,53095 Main Rd. Lauren Standish, Secretary P.O.Box 1179 4F Southold,NY 11971 Telephone(631)765-1889 Fax(631)765-1823 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held Wed., March 9, 2022 the following recommendation was made: Moved by Caroline Burghardt, seconded by Maggie Merrill, it was RESOLVED to SUPPORT the application of EILEEN B. OAKLEY for the construction of a 71'X 80.8' two-story single-family dwelling with basement, 24'X 36' garage, septic system, and driveway. Located; 3400 Little Neck Rd., Cutchogue. SCTM#103-9-13.1 Inspected by: Maggie Merrill, Caroline Burghardt The CAC Supports the application with an I/A septic system. Vote of Council: Ayes: All Motion Carried Glenn Goldsmith,President 19 '01V�' Town Hall Annex yO�, 54375 Route 25 A.Nicholas Krupski,Vice President �� � P.O.Box 1179 John M. Bredemeyer III IIf Southold,New York 11971 Michael J.Domino CATelephone(631) 765-1892 Greg Williams p ! ,��® Fax(631) 765-6641 1 CoUffm� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use Only Coastal Erosion Permit Application Wetland Permit Application Administrative Permit JAN 2 5 2022 Amendment/Transfer/Extension Received Application: I-z5 ZZ Received Fee: $ 750.40 Southold Town Completed Application: •�-2y' Board of Trustees Incomplete: SEQRA Classification: Type I Type 11 Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date: Foordination:(date sent): �WRP Consistency Asse sment Form Sent: AC Referral Sent: a 3 t✓ Date of Inspection: •Z� Receipt of CAC Report: Technical Review: Public Hearing Held: Resolution: Owner(s)Legal Name of Property (as shown on Deed): Mailing Address: 3Y/0 U TLE Nc'Ck /�D Gtl i G#d &t16 Ny I t Y 3 Phone Number: ` Suffolk County Tax Map Number: 1000 -_ /0 3-01- M 9 Property Location: ?`loo /?D a0 i�d 6-q 6' 5ev-l-�j /Los{-. (If necessary,provide LILCO Pole#, distance to cross streets, and location) AGENT(If applicable): Mailing Address: Phone Number: Email: Board of Trustees Apply` .tion GENERAL DATA Land Area(in square feet): Z 3 s q. jq. Area Zoning: R q o Previous use of property: VACAAJi 1,4N6 Intended use of property: SIAJ6-f,E Covenants and Restrictions on property? Yes No If"Yes",please provide a copy. Will this project require a Building Permit as per Town Code? . X Yes - No If"Yes", be advised this application will be reviewed by the Building Dept. prior to a Board of Trustee review and Elevation Plans will be required. Does this project require a variance from the Zoning Board of Appeals? Yes ___X No If"Yes", please provide copy of decision. Will this project require any demolition as per Town Code or as determined by the Building Dept.? Yes X —No Does the structure (s) on property have a valid Certificate of Occupancy? Yes No NIA Prior permits/approvals for site improvements: Agency Date No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency?_,X No Yes If yes, provide explanation: Project Description(use attachments if necessary): AJS—ieUL-t WJ of 71 ' x Be, 9 / T-w6 SivlLy S/,%J 646 FQNIZ_y 1,2►t�t„/ A5 pr✓1 dJE,t- ,Tits 611"LC- PtAAI. Board of Trustees Appl" ,tion WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: .NEW b W 9-w/N(� Area of wetlands on lot:_ _ 6-7—f919 square feet Percent coverage of lot: `x19. 58 % Closest distance between nearest existing structure and upland edge of wetlands: N feet Closest distance between nearest proposed structure and upland edge of wetlands: /0/ feet Does the project involve excavation or filling? No X Yes If yes,how much material will be excavated? . 800 cubic yards 94SOM How much material will be filled? _ cubic yards Depth of which material will be removed or deposited: ' feet Proposed slope throughout the area of operations: °l Manner in which material will be removed or deposited: EXGAy4T1onJ Ry 6kcAy.47-6rz F✓z o;eoTtN6-4 FeynJb,4T1aAy Statement of the effect, if any, on the wetlands and tidal waters of the town that may result by reason of such proposed operations (use attachments if appropriate): NO 1 M A+C77— TD 7'/4t5- WC, itANA S A S AAJ—71o.1 P+;66 ?Aa j cal— S t i C 15 A PP9o10rz.i.+;E-L N 567 9-4clk- FROM 7-H- t WFID AD 8dUA1b41ZLJ AAjo W 1l-f- Z6- sy uN9EJ .13Y tf�'! 3�} 5 ACJ oi2 61Li A;)46Er A,#-O Fk61067A -b12+1Af46C 5V5FeM5 /N5�1*1-LE.A . 617.20 Appendix B Short Environmental Assessment Form Instructions.for Comnletina. Part 1 -Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part I based on information currently available. if additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all.items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1-Project and Sponsor Information Name of Action or Project: Project Location(describe,and attach a location map): 3YOO NCC A646 , c���No�U� �� ll f 3-! Brief Description of Proposed Action: 66n115vz tlCV0J'l oP' �1 se B®, W 15U41PJ - w i 2Y x 36 &WdtA6C Jysi ctrl, D21 L/w&Y Js P6r2 JOAX►Me:5-.8 SIT-67 P"I,/ Name of Applicant or Sponsor: Telephone: �Q e{ X90 �s—ZSL �rLI`1 OA-Kt�C E-Mail: - Address: 33/0 1,1 i ri-6' tiIEGk- ip-,D City/PO: State: Zip Code: 0,0aV4o 6-vc I NL/ 1113s 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that � F-1may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes,�li�stt agency(s)name and permit or approval: rzg 1" S -b CC 4- /d VJtJ (YF .Sv L)r/�f d LJl cfL)/4b/N6-- P6)V41 j ❑ 3.a.Total acreage of the site of the proposed action? 2.,4esacres b.Total acreage to be physically disturbed? O• acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? Z•q3 acres 4. Check all land uses that occur on,adjoining and near the proposed action. E]Urban E]Rural(non-agriculture) ❑Industrial ❑Commercial Residential(suburban) ❑Forest ❑Agriculture ❑Aquatic ❑Other(specify): ❑Parkland Page 1 of 4 5. Is the proposed action, - NO YES I N/A a.A permitted use under the zoning regulations? ❑ F)1( ❑ b.Consistent with the adopted comprehensive plan? El ❑ 6. Is the proposed action consistent with the predominant character ofthe existing built or natural NO I YES landscape? ❑ .9 1. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: a ❑ S. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES C b.Are public transportation service(s)available at or near the site of the proposed action? c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? 5<1 ❑' 9.Does the proposed action meet or exceed the state energy code requirements? NO YES- If the proposed action will exceed requirements,describe design features and technologies: 10. Will the proposed action connect to an existing public/private water supply? NO YES, If No,describe method for providing potable water: ❑1 "® 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: R ❑ wCW aAJ-6 t TE SEPriG - y O—c Al 12. a.Doeshe site contain a structure that is listed on either the State or National Register of Historic NO YES Places? b.Is the proposed action located in an archeological sensitive area? Q ❑` 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? ❑ b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply:. ❑Shoreline El Forest ❑Agricultural/grasslands ❑Early mid-successional Wetland El Urban (Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? I�sl . . _. .X 16.Is the project site located in the 100 year flood plain?' - ` NO YES TTIM7 17.Will the proposed'action-create storm water discharge,either from point or non-point sources? NO YES If Yes, a.Will storm water discharges flow to adjacent properties? FUI NO ❑YES ❑, b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly de cribe: E]NO YES NEu� _ON-s 1_�-_ �N wt GLS i d - gG /nlsc"�4[.Lt�'� Te GAP7_Q024F t.L -"EVA/d '-H2oM vIP62V/60.5 Sch2Aj Page 2 of 4 —YE 18. Does the proposed action include construction or other activities that result in the impoundment of I NO S water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size- [X:1 D 1 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO I YES r solid waste management facility? If Yes,describe: ------------- 20.Has the site of the proposed action or an adjoining property been the subject o-fremediation(ongoing or NO YES completed)for hazardous waste? If'Yes,describe-, Y I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF M KNOWLEDGE Applicant/sponsor name: Date: J Signature- Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the Information contained in Part I and other materials submitted by the prqJect sponsor or othe--vdse available to the reviewer. When answering the quest-Ions the reviewer should be guided by the concept"Have may responses been reasonable considering the scale and context of the proposed action"' F No,or Moderate small to large impact impact may may occur occur Will the proposed action create a material conflict with an adopted land use plan or zoni I ng regulations, Z 1 Will the proposed action result in a change in the use or intensity of use of land? I W III the proposed action impair the character or quality of the existing community? El 4= Will the proposed actio-n have an impact on the environmental characteristics that caused the iEl establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing,level of traffic 011, i affect existinp,infrastructure for mass transit,biking or walkway? 5. °i!I the proposed action cause an increase in the use of energy and fails io incorporate reasonably available energy conservation or renewable energy opportunities? Will the proposed action impact existing, a.public I private water supplies? b.public,'private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic,archaeological. 0 architectural or aesthetic resources? 9. Will the proposed action result In an adverse change to natural resources(e.g.,wetlands, 1 El w aterbodies,groundwater,air quality,flora and fauna)' L—J Page 3 of No,or Moderate small to large impact _ impact may may 1 occur occur 1 10. Will the proposed action result m an increase in the potential for erosion,flooding or drainage --problems? I I. W the proposed action create a1hazard to environmental resources or human health? Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if thea is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please co nplete P I Part 3 should,in sufficient detail, identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact ;may or will not be significant.E-ach potential impact should be assessed considering its setting,probability of occurring, duration, irreversibility,geographic scope and magnitude. Also consider the potential for short-tei ,long-term and cumulative Impacts, 1 Cheep this box if you have Liettermined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse-impacts and an environmental impact statement is required. ECheck this box if you have determined,based on the information and analysis above,and any supporting documentation,t;gat the proposed action will not result n any significant adverse environmental impacts. 1 Town of Southold-Board of Trustees i anneof Le oetcy s _ Date P, s'dent P t o -t 1 -pc,n ainie Officer n Lead Agency Title of Responsible Officer A ;_VA ��_ - { _ Responsible Officer in Lead,agency Signature of Preparer cif different from Responsible Officer) PRINTPage 4 of Board of Trustees Appl, `Ltion AFFIDAVIT BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SITE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMITS)AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF,AND THAT ALL WORD WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE BOARD OF TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S),IF GRANTED. IN COMPLETING THIS APPLICATION,I HEREBY AUTHORIZE THE TRUSTEES,THEIR AGENT(S) OR REPRESENTATIVES,INCLUDING THE CONSERVATION ADVISORY COUNCIL,TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH THIS APPLICATION, INCLUDING A FINAL INSPECTION. I FURTHER AUTHORIZE THE BOARD OF TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO INSURE COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT. Signature of Property Ownyr Signature of Property Owner SWORN TO BEFORE ME THIS QS DAY OF_ V , 20 as zv Notary Public LAKA IN R, MARINO NdfAR1Y PUBLIC-STATE OF NEW YORK No,01 MA6147275 du&liflad In"Suffolk County My Commission Expires o5-3o-�.3 , Board of Trustees App.' ation PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NAME & SCTM#: NAME: .. ',)KESS: r CC C--,(?In /v3 - q - l� /v 3 -w - %U /o STATE OF NEW YORK COUNTY.:O.F SUFFOLK residing at . being duly sworn, deposes and-says that on " day of 20, deponent mailed a true copy of the Notice set forth.in.the'Board of Trustees_Application, directed to each of the above:named . persons.at the addresses set opposite their respective names;that the.addresses set.opposite the names-of said persons:are the address of said persons as shown on the current assessment roll of the Town of Southold; that'-said Notices were mailed at the United States Post Office located at that said Notices were mailed to each of said persons by.CERTIFIED MAIL/RETURN.RECEIPT. Signature Sworn to before'me this Day of , 20 NUTILI: UF H t- " ARING NOTICE IS HEREBY GIVEN that a Public Hearing will be held by the Southold Town Board of Trustees at the Town Hall, 53095 Main Road, Southold, New York, concerning this property. OWNER(S) OF RECORD: EILEEN B. OAKLEY SUBJECT OF PUBLIC HEARING : For a Wetland Permit to construct a 71'x80.8' two-story, single-family dwelling with basement; a 24'x36' garage; install a septic system; and to install a driveway. Located : 3400 Little Neck Road, Cutchogue. SCTM# 1000-103-9- 13. 1 TIME & DATE OF PUBLIC HEARING : Wednesday, March 16, 2022 at or about 5:30P. M. If you have an interest in this project, you are invited to view the Town file(s) which are available online at www.southoldtownny.gov and/or in the Trustee Office until to the day of the hearing during normal business days between the hours of 8 a.m. and 4 p.m. BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (631) 765-1892 Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action Will be evaluated. as to its significant beneficial and-adverse effects upon the coastal area(which includes all-of Southold Town). 3: If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions,:it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# /0 3 09 _ /3. PROJECT NAME 4A kGc � A6-S/0 CAl CC,- The Application has been submitted to(check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g, capital ❑ construction,planning activity, agency regulation,land transaction) ❑ (b) Financial assistance(e.g. grant, loan, subsidy) (c) Permit,approval,license,certification: LA Nature and extent of action: APPUeAAf FtZO/0056'S 7-6 60 N,5 7 UCi A AJ6W woo -TI—d Ay SINIr-Lr F-�M LY �P W6-U-I rlr w/c'N 3.A.SriurA[i 2,q l ' !+M 45C ° s c P7G 6 y s JCM , /b 2 t�w A y i� 5 PeW SJ&A4 r T`r-6J 6/7Z-7 FL4N Location of action: 3y®a L'T TLc Alce k vz 4-,, Gy i cif o&C- /Jif /115g- Site /13g'Site acreage: Z 115- AG Present land use: Vit eA,-4 iA A1-o Present zoning classification: R ya 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: 6/I,46-6-AJ S. i>1+k-L4 (b) Mailing address: 3 316 L l SLE Nt-;k Rb, C4)Fc-H4&OE AJL (c) Telephone number: Area Code( ,) 70 7 - fo (d) Application number,if any: M Will the action be directly undertaken,require funding, or approval by a state or federal agency? Yes ❑ No® If yes, which state or federal agency? C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Poster a pattern of development in the Town of Southold that enhances community character, preserves open space,makes efficient use of infrastructure, makes beneficial use of a coastal location,and minimizes adverse effects of development. See LWRP Section III-Policies; Page 2 for evaluation criteria. Q Yes [] No ❑ Not Applicable Syg, 6a— Fi14 b5,4L. /5 6OAJ5t 5rENF— W171f —H Aotleq !N irlst� %Hc'. 6/7-/,,-.J6- OF 7W PAO P6,16b /3 sU 6Fia16;y 7-1,y 3,+e/-- Fel Cd VE446ff OV'A- i E UPt��I port�eN �� '�fc �►'�P�-2� /.s UM I'�� lB llo3`f Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LVW Section III-Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No R Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III-Policies Pages 6 through 7 for evaluation criteria Yes ❑ No ❑ Not Applicable Jog Ttcr P✓2oPes,4L- Wly- A)67 sbvZA,5tR-Y /M R,+ci 7W visu.*- au•41",%tf ®t�-' 7-HE S02/14uN&N6 A"4 X6 Pr�,7'c'u PYlES�2+/1=S Au- WE'i�ur�5 w/TH/A< Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of'life, structures, and natural resources from flooding and erosion. See LWRP Section III-Policies Pages 8 through 16 for evaluation criteria ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III -Policies Pages 16 through 21 for evaluation criteria I Yes ❑ No F-1 Not Applicable VW ptu po s ''& P/U cecu' Lom purr w f-17f 7 e 2EQtJl�2Epr��r rS D�. Jy Frig CuvA/ly aP 5e2u/c.C5 rdi2 Wyf�'►2 �SuP1�c,Y' �NJ Stwy4�E I rsPoSh-L. _79,4A .Dr4N9S/0t,f 6oN7-/26L. ,N�/�Sv✓�'s w/!.[. .SyggejuAko 7,46' Uj#IAN,0 PeA77aA( of_ /hlr- PnoPe r-e7`1 b 137 JAA6 fr CONSl1 V6Vdr4- 7HE c.i W/LL- 60MPL0y IN/TI-ff �IWt 201AJN UP .54117?M" .51-&U4 1n141 c-k M4A1 66Mu6-A,"j-,- Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III-Policies; Pages 22 through 32 for evaluation criteria. N ❑ ❑ )C Yes No Not Applicable �V t�fCrC�1` P/W-0 642, W/LL M,07- AFFe-Cr 771C 46-41,!%y OF %l�E SU E4/loU"b/AJ Cr 6-t_6 Sg S icM AS TffE ,NYU tc., F��f-i ua s E-sThc3USh�M��r i of A t44-&E i® 7M6- 0,V-617-6- Wert,4.kb 5 Aay 7h-y- /NS i A Lr4%7o/J OF 'AN 4-P/4RdVe0 .Sc L SYS EM EpOS/a d Cd/�T�dL . A� Sid2M W�!-TG''r2. M�4Nfl-Gc'N1�/�i Sy,s I'c'MS . Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III – Policies Pages 32 through 34 for evaluation criteria. ❑ Yes ❑ No® Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III–Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No Q Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III–Policies; Pages 38 through 46 for evaluation criteria. ❑ YeT-1 No© Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III Policies; Pages 47 through 56 for evaluation criteria. Yes ❑ No Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable ` Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No® Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable PREPARED BYEi�L-uJ• a 0AA:LFy TITLE_ +Pjt 4 eA AJ J DATE ! Zs ZZ Eileen Oakley 3310 Little Neck Road Cutchogue, NY 11935 January 25, 2022 Town of Southold Board of Trustees 54375 Main Road, PO Box 1179 Southold, NY 11971 � � � � n� E RE: SUM #1000-103-09-13.1 V Eileen B. Oakley H JAY 2 5 20 3400 Little Neck Road, Cutchogue, NY 11935 Wetland Permit Southold`town Board of Trustees Dear Board of Trustees, Please find enclosed four (4) copies of a Tidal Wetlands Permit application package for 3400 Little Neck Road, Cutchogue, NY 11935; construction of a new single 71' x 80.8' two story single family dwelling with basement, 24' x 36' garage, septic system, driveway, and drainage systems. *** Note that this application is a re-submission of an approved Wetlands Permit (TR 9383) which expired on January 16, 2021. Due to the impact of COVID-19 this project was delayed, but is now ready to go forward. This application is identical to the prior submission. There have been no changes to the site and building plans. The following application attachments are included: 1. Wetlands Permit Application 2. Short Environmental Assessment Form 3. Owner Affadavit 4. LWRP Consistency Assessment Form 5. Survey 6. Location Map &Aerial 7. Site Photographs 8. Copy of prior Wetland Permit (TR 9383) 9. Project Site Plan and Building Floor Plans & Elevations 10. Application fee of$250 If you require additional information or have any questions, please contact me at 704-904-5252 or oakley8eileen@aim.com. Thank you in advance for your assistance. Sincerely, �E!60( Eileen Oakley