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HomeMy WebLinkAbout1000-114.-10-2 OFFICE LOCATION: �� S�(/Ty0 MAILING ADDRESS: Town Hall Annex �� lQ P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) CA Southold, NY 11971 Telephone: 631 765-1938 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, Assistant Town Plan, ing Director LWRP Coordinator Date: June 9, 2021 Re: Local Waterfront Coastal Consistency Review for JAMES J. & DAWN M. DEERKOSKI SCTM# 1000-114-10-2 Martin Finnegan, Esq. on behalf of JAMES J. & DAWN M. DEERKOSKI requests a Wetland Permit for the existing 2,628sq.ft. single-familyll two-story dwelling with attached garage, 324sq.ft. covered front entry porch; remove as-built 387sq.ft. rear deck, 202sq.ft. rear screened porch, 130sq.ft. retaining wall, and 2,700sq.ft. of drivewiay; alter an additional 100sq.ft. of driveway; construct a new proposed 105sq.ft. shed; construct a proposed 145sq.ft rear overhang; construct a proposed 394sq.ft. rear deck; construct a proposed 648sq.ft. swimming pool with 402sq.ft. at grade patio and pool enclosure fencing. Located: 260 Deer Drive, Mattituck. SCTM# 1000-114-10-2 The proposed action has been revieweld to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Pcal Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the informatiop 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 LWRP. Note that a Wetlands Permit (4600) was issued to construct a single-family house in 1996 and prohibited clearing within 50' of the weiland. 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 Town of Southold G E N E LWRP CONSISTENCY ASSESSMENT FORM JUN 0.,7 2021 Southold Town A. INSTRUCTIONS Planning Board 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 signmcant 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 niust.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# 1000 _ 114 _ 10 - 2 PROJECT NAME Deerkoski (260 Deer Dr., Mattituck) The Application has been submitted to(check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees L 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: ❑ Nature and extent of action: To obtain a Town of Southold Trustees Wetlands Permit for an existing "as-built 2,628 s.f. single family two story framed house with a 324 s.f. covered front entry porch, remove an "as-built"387 s.f. rear deck, 202 s.f. rear screen porch, 130 s.f. retaining wall, and 2,700 s.f. driveway; alter 100 s.f. of driveway; and construct a new 105 s.f. shed, 145 s.f. rear roof overhang, 394 s.f. rear deck, and 648 s.f. swimming pool with at grade patio. Location of action: 260 Deer Drive, Mattituck, NY 11952 Site acreage: 495 acres (21573.83 square feet) Present land use: Single-family Residential Present zoning classification: R-40 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. Martin D. Finnegan, Esq., PP T..,eRgeey atham Shea Kelley Dubin & Quartaraw •.viii orrmv (b) Mailing address: 33 W. 2nd St., P.O. Box 9398, Riverhead, NY 11901 (c) Telephone number: Area Code( ) (631) 727-2180 x265 (d) Application number,if any: 014 , Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes ❑ No FX] 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. Foster 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. E]Yes ❑ No ❑ Not Applicable The as-built dwelling with proposed rear deck and swimming pool with at grade patio is in keeping with the architectural style of the neighborhood and the other houses located along the creek. Both the as-built house and the proposed rear deck and swimming pool are designed and builg- willbe built to enjoy but not disturbthe coastal oca ion. Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWR,P Section III—Policies Pages 3 through 6 for,evaluation criteria ❑ Yes ❑ No 0 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 RI Yes ❑ No ❑ Not Applicable The as-built house and proposed rear deck and swimming pool are designed and built and will be built to enjoy and protect the local scenic resources without damaging the environment. 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 ® Yes ❑ No ❑Not Applicable Wastewater from the as-built house is disposed of safely and cleanly in a sep is sys em a meets Department of HealthGode requirements. in addition, s orm water runoff as-built dwelling will be diiacted into ftwells by gatteis and leaders. 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. MV ❑ Q Yes No Not Applicable The proposed project will have minimal effect upon the tidal wetlands located approx. 17.5 feet beyond ject of possesses a In font contour chan the as-hi lilt and proposed structures and the tidal wetlands bounary fine. and a 10 foot wide non-disturbance buffer area located on the rear property line has been proposed. The as-built dwelling is setback 96 feet from the wetlands boun ary line, the proposed swimming poo will be setback eet rom the wetlanaS bounda—yr-lin—e, anal the proposed 64 feet from the wetlands boundary 11ne. 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. 1:1Yes ❑ No i X1 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. ❑ Ye❑ No L 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 M,—Policies; Pages 47 through 56 for evaluation criteria. ❑'Yes [:] No Q 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 0 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 0 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 0 Not Applicable PREPARED BY TITLE Agent DATE L1 It Martin D. Finnegan, Esq. -01 -ff. "57 1.411W AN is y f�� ' !' , •�, • ti. fv 2t �.r 44 e �'•'•`, � •�•'�.� t►�, +'« '- . '�`�i'ftf• a 1 ,4�� � "�'.,.r'•rt.ewe,r �4�-~i'"�:�,w�. � . ';P - "fit.. � �.. — - •. -,� ''• �..�f -'�•p�I•' •� �• � •.y , ^ if � •• <.�- ' . �^ - .-•fir 1/. At i `fir`.. . • �l' ` �... \"F' t i - , 9IE SFL.NO.10] OSOSiN '� ulOw rci.x0. �ogioiFoam.,.... Mc w,cx R 10. UNE .: ® M ]MTCH . LINE x „3800 —...---__ •�\ y — _ 01)]301 FOR POL.ND OS'MO SEE SEC.N0. 01-1603 R OS]6o201 00300] h = ao. M1 07 m Wo 12 W 16 4A( All t.)Hq / /� U 0NFREE SCHOOL-1-T p ^' 244,c1 - Jr • O z DISTRICT .q 4.o3 49 r. / lq�J '.J9 9 �' rwmuu PARK O.T..T XwR,V e I,i J rza I / Eks •. c]�. � I.ltil rz, + " lo r � M ,`{ ♦�` t. ,b" x]'�k, „1 /I PO 9 M1\ t ,tµd , Pfl �..u. ,a6 4� cxuRCN ,.w<,,•, �,� V` ` xN FOR PCL.NO. 3'M A� t6 14.1 r�i SFysEac,No. T 9 1 36 I Hex suFFaLR T e s ,a� cl u3 °1 IarH avr.¢I 0 ]OMq d W S. YA.4cl i.v ' oPE147 x N• N M1DOlE � 4.t� I.IA LL 2 FOR PLL.NO. 1.OA j ® 3 M. 14UN FOR PCL.NOm tWi G,y,.�' - SEESK.NO. 2cl SEE SEC.NO. u RC.],��. � � 133aY001A ,\ tYF06000 5 i x]eD,,os rMTCM ---Z-_- 1].8 / tiA(cl FE SEc.No.13x 1].] 13ml G „:„„ _�_ (31) T O _ __ "o.A^ __^__ m NOTICE «• COUNTY OF SUFFOLK V© E p. SOUTxoLO sl:cnoN No Real Property Tax Service Agency rO1 L<wrLmN Nr.R....xr„w, M 114 ,c rmcl x0 1000 -- PROPERTY MAP a_. r - .. . .rte., . * ">• �*' r Tom' 6, 7. S.J:r Y f♦ e a n e + �► a OL } do x-41 r y1 { 7M � 4� •1 __ s K.,` -a - _=may► IL .... � •'� =, .-:•�Jt w"' .�s `' Ars: +� a L'. NO— , f W`fl+ cc .r! • fA;W tib , r .j �..• �... .. i r � , • r1 • ��L.:/rl�m4tr � .mss p -' � •i s ! �I + Y x Now ` F R• yr •r �Ai�{ /!'°n . + . ►t�,le"u.i V �•f '`� i ice..+� .^' '�; +yy�' nw" 1 '' � ♦ ''� 41 f I. '•.��, r,', . _ '' �.•��`'s 1, Y '-�`•j �"- •r • mow. n` � � �. �• •�•��,y���� �.1;,1 � , ! ��•J �° '/. IJV •�' ' } s / rte ; t s .. ,e••,ice r��,. - � - .� +SMR r ' A r. .. : • ., ]] ALY _� ir•.- •..-� - SURVEY OF LOT 18 MAP OF DEER PARK FILE No. 3204 FILED JULY 25, 1960 SI T UA TED A T Ives MATTITUCK �� TOWN OF SOUTHOLD sod SUFFOLK COUNTY, NEW YORK A AVS.C. TAX No. 1000- 114- 10-02 ,I, P�°°'�•rG' � ff G°•03• SCALE 1 =20 f °Joy Is, SEPTEMBER 27, 2006 ° APRIL 3 2017 ADD 10' CONTOUR LINE r; Sa° � � JULY 11 , 2020 UPDATE SURVEY �� OQ- c, FEBRUARY 22, 2021 UPDATE SURVEY ab � AREA = 21 ,574 sq. ft. (TO TIE LINE) 0.495 a c. ,,v NOTES: °2�•c���` 0 ¢o 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM O EXISTING ELEVATIONS ARE SHOWN THUS:Xx—.x EXISTING LOT COVERAGE OVER TOWN j , �l�v( a� DEFINED BUILDABLE LAND (21 ,574 sq. ft.) TEST HO .. ;:':A f Ti' `i+, > 0' , '' �� G� �. ::� :i•`.�.`•.`•::�:•::;F,P�i•9so'•:. ...;,4j�.g7f;'=' / `� •-. '3 . � �Q O /, ................... F 'L O..' / Y p s� DESCRIPTION AREA % LOT COVERAGE ° \q so 9� .``"�bQ`' :. :.: .. 's e ge(o�sy��`��5� cq�'q HOUSE & GARAGE 2,600 sq. ft. 12.1 ..............:.' .' o .:. s'' � k °Gt h �o� To 0'4f � ^M aGoo�o� \ F �e�y TrgCH c�h• d STORAGE ENCLOSURE 102 sq. ft. 0.5% ?': :`:`. 'e G ��G �o�� oq} , , Top j ROOF OVER FRONT 325 s ft. 1.5% r <; o' °sy �j 'A WOOD PORCH q. 24 45 ROOF OVER REAR 157 sq. ft. 0.7% ^ \\ �F s ♦// : : ' do MASONRY WALK GAZEBO 235 sq. ft. oAaa 1!\\ / �— . \10 ¢° ryh� -'�Q�° p 1°p a., ' :a �` :4 REAR WOOD DECK 375 sq. ft. 1.7% E• \ / I \�0, R c9o• • pQ. .Q.10 ` a Oma• e . . ° ''P 3,794 sq. ft. 17.6% Cr R'� a�° \ '�0 �.� °'�oc : ° ' oQ1— ° e : ° .�O a, '•4. ° PROPOSCOVERAGE OOVER DEFINED BUILDABLE LAND (21574 sq ft.) ,g0�'P`Y'o�o0 �( •o Al p�/p ° / �i+ •' 2`p, °e °°. DESCRIPTION AREA % LOT COVERAGE a A. .. HOUSE & GARAGE 2,600 sq. ft. 12.1% �\ �! s• `' ° °oe \G� SBS iia ,b . 4 p� '.'.° " STORAGE ENCLOSURE 102 sq. ft. 0.5% p o e Q / ROOF OVER FRONT �0�t y� �`, ' •4 O�°GF WOOD PORCH 325 sq. ft. 1.5% ct�Gp4 O��y e�. 00Q t .. '. o°F o�� Got �o �r°� c,oa " g ROOF OVER REAR < P� 9� BR�c� Q 001 157 sq. ft. 0.7% •: MASONRY WALK ry0 ° a :,, ° PROPOSED DECK OVER 395 s ft. 1.8% —�/ ° :� • A SCREENED PORCH q' Dy �_/l------� \ A. ° ° °: •.' PROPOSED POOL 648 sq. ft. 3.0% ° ` � TOTAL 4,227 sq. ft. 19.6% r ° DRAINAGE SYSTEM CALCULATIONS: PROPOSED DRIVEWAY AREA: 2,200 sq. ft. aG� ° .°• 2,200 sq. ft. X 0.17 = 374 cu. ft. X66 G�e� 374 cu. ft. / 42.2 = 8.9 vertical ft. of 8' dia. leaching pool required TEST HOLE DATA '00, °�p _m. PROVIDE (1) 8' dia. X 10' high STORM DRAIN POOL ' (TEST HOLE DUG BY McDONALD GEDSCIENCE ON JANUARY 7, 2019) �. . /�� � ' t V V,� ROOF AREA: 3,579 sq. ft. ° ° a. . D �____.------ 3,579 sq. ft. X 0.17 = 609 cu. ft. o' G ° 4 609 cu. ft. / 42.2 = 14.4 vertical ft. of 8' dia. leaching pool required MIXED SAND & LOAM2.5' f a �P� 1 6 2021 PROVIDE (3) 8• dia. X 6 high STORM DRAIN POOLS PALE BROWN FINE SAND SP ° • �° Southold'Town ° 4 e A ' Board of Trustees GROUNDWATER 9.8' °'°, 4:a •° PREPARED IN ACCORDANCE WITH THE MINIMUM UNAUTHORIZED ALTERATION OR ADDITION i WATER IN STANDARDS FOR TITLE SURVEYS AS ESTABLISHED TO THIS SURVEY IS A VIOLATION OF INathan Taft PALE BROWN FINE SAND SP BY THE L.IAL.S. AND APPROVED AND ADOPTED SECTION 7209 OF THE NEW YORK STATE FOR SUCH USE BY THE NEW YORK STATE LAND EDUCATION LAW. TITLE ASSOCIATION. COPIES OF THIS SURVEY MAP NOT BEARING OF mfl� e, '. THE LAND SURVEYOR'S INKED SEAL OR Land Surveyor ¢ TO MBO ADVALID TRUE SEAL HALL NOT BE CONSIDERED 17' a1 CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY X IS PREPARED, AND ON HIS BEHALF TO THE Joseph A. ingegno L.S. TITLE COMPANY, GOVERNMENTAL AGENCY AND a" * LENDING INSTITUTION LISTED HEREON, AND Title Surveys — Subdivisions — Site Plans — Construction Layout TO THE ASSIGNEES OF THE LENDING INSTI— TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 Fax (631)727-1727 1�� G THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS \�fr /Lic. No. 50467 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 26-337A SERVICE ON SEPTEMBER 26,2006 SITE DATA 1000-114-10-02 GE OF WETLANDS AS DELINEATED BY GLENN JUST OF J.M.O_ENVIROMENTAL CONSULTING _ - LOCATION AREA LOT COVERAGE EXCAVATION FILL ED _ PROPERTY 21,573.83 SF 0.495ac - - AREA OF DISTURBANCE 5000 SF 107 . 181 EXISTING RETAINING WALLS TIE LINE ALONG OLD DITCH BOUNDARY AS SHOWN ON FIELD MAP TO REMOVE 130 SF 20 CY 40 CY N 4104113011SILT CENCE - TO SILT FENCERE _-_-_ TO REMOVE phone: (631) 298-7116MOVE EXISTING 2700 SF 25 CY 50 CY JIM FENCE ___ EXISTING DRIVEWAY DEERKOSKI, PE - REMOVE EXISTING FENCE-- ---- ---------------- -'--'-- --' 1 _ EXISTING DRIVEWAY u; -- 0'NON-DISTURBANCE - w w TO ALTER 100 SF 3 CY 1 CY o(D 10'NON DISTURBANCE BUFFER 10'CONTOUR LINE . 10'CONTOUR LINE BUFFER N.G.V.D.1929 DATUMLu 1 X N.G.V.D,1929 DATUM X X -X O LL; X X X X X X X�-X PROFOSED NEW RELOCATED FENCE � EXITING DECK 387.5 SF TO REMOVE 5CY 100 CY • PROPOSED NEW RELOCATED FENCE r ^ x EXISTING SCREEN PORCH 202.6 SF TO REMOVE 5 CY 110 CY X Lri z ( n O EXISTING HOUSE 2628.8 SF 12.2% - - I I x i i EXISTING PORCH 324.3 SF 1.5% - - I I I I I 1 II ----------- � ---- I 1 `� PROPOSED SHED 105.0 SF 0.5 % 6 CY 3 CY\ CONCRETE \ ; TOP / ° X I ' S CY 2 CY I i SOIL ; PROPOSED OVERHANGS 145.1 SF 0.7 WASHOUT v / EXISTING DRIVEWAY AND \ , , CURBING TO BE REMOVED PROPOSED DECK/PORCH 394.8 SF 1.8% 15 CY 5 CY O W x � � _ -1 - _ _ _ �� PROPOSED POOL 648 SF 3.0 100 CY 25 CY 11 Lu __ 0 Z , ------ ----------------------- 6- - SITE PLAN w EXISTING RETAINING WALLS -� i DRYWELLS 8 dia,32 VF - 30 CY 20 CY x AND STAIR TO BE REMOVED i_--'J "' -- SCALE: 1" = 10'-0" , r --� ------- \1 ; `� �ii.; ��\\1 PROPOSED `, TOTAL 4109.9 SF 19.7 214 CY T121 CY I I PROPOSED 1`, v l 36X18 INGROUND POOL PATIO ON GRADE METES AND BOUNDS BY: NATHAN CORWIN III LAND SURVEYOR EXISTING zCl iI , AND PORCH TO BE REMOVED. x , DATE: APRIL 3 2017 3WIDE RE-GRADE AS REQUIRED " o - STAIR -- _-� 21.3' I I 8' \ �, STORM WATER MANAGEMENT P4 EXISTING DECK o \`� " ' I 8'dia X TO BE REMOVED " 1 1 ` m O PROPOSED DECK" 27.9' Zn 14.0' 4'deep m DRYWELL DRYWELLS ----------------------------- LOCATION AREA 2 RAIN/HR x SLIMMER SCREENED PORCH BELOW , , PROPOSED o�ERHANG \ - `I REQUIRED CAPACITY' [-.I \ W WINDS N E / it 15.8 PROPOSED SHED in ,8'dia '` � `, EXISTING HOUSE 2628.8 SF 439 CY 8'dia, 11 VF 465 CF �� a Z u I I r ' I TING FENCE&GATE , 'Q SUN W 6 deep 32.7' 33.9' \ X �`�, EXISTING PORCH 324.3 SF 55 CY 8'dia, 2 VF 84 CF P z II \ \1 V J X DRIVEWAY 2200 SF 367 CY 8'dia, 10 VF 422 CF O w w EXISTING FENCE i ,- `�, F--I X X " /$'dia\ PROPOSED OVERHANGS 145.1 SF 24 CY 8'dia, 1VF 42 CY E-I A O H 8.4' 16'deep I PROPOSED SHED 105.0 SF 18 CY 8'dia, 1VF 42 CY N A c o - `„ PROPOSED DECK/PORCH 394.8 SF 64 CY 8'dia, 2 VF 84 CF EXISTING HOUSE II o, ,�` PROPOSED POOL 512 SF - 8'dia,4 VF 169 CY ^ _ F 8'dia P ,ill CU BIING TO BEE REMOVED NG DRIVWAY AND TOTAL: 31 VF REQUIRED (32VF INSTALL;) II „ II 6'deep14 N O �� II 25.6' II 25.0' low 48.4' ' I I ADD RELOCATED STONE CURBING �! \ EXISTING PORCH Io �8'dia\ @EDGE OF PARKING AREA 10 deep CATCH .--. BASIN uj Ln0 FX,SreRc EXISTING ASPHALT DRIVEWAY v^^' O r-I K�Q`ewAY VO Ln Ln u �� APR 6 2021cl� -p o W L f OSouthold'rown Bs oard of Trustees .� woo Lri ago Tt DRAWN BY: JD 11/9/2020 CONSTRUCTION ENTRANCE o05 ' 20 " W 147 . 301 SCALE: SEE PLAN S 45 SHEET NO: JIM DEERKOSKI, PE phone: (631) 298-7116 PROPOSED INGROUND POOL 21'-2%" I I — --------- (3(2X10 PERIMETER , I I I I — PROPOSED MASONRY PATIO ON GRADE 1 I I w I I r — - 6X6 ACQ POST _ w O (ANGLE SUPPORTS AT GIRDER) O L z o a, 1 12"dia.CONC PIER w/2'X2'X1' wr. o 1 1 l0 15'-0" CONC.FTG.Y BELOW GRADE 12_11" ' 6X6 ACQ POST „ _ — g 14-0 (ANGLE SUPPORTS AT GIRDER) 9 -� O — w o `i 1'-Q" 12"dia.CONC.PIER w/2'X2'X1' r 10- o -- - CONC.FTG.3'BELOWGRADE – � — iX 3 (3)2X10 GIRDER (3)2X10 GIRDER I ------------------------------ ---------- N PROPOSED 3 SEASON ROOM � t ^ lD -' 6- v PERIMETER WALL TO BE 2X6 STUD(TYP) 8 "COMU WALL w/ — — — — — ON 8' PC WALL w/16"X8"FTG,(2)#4 BAR o I 2X10 RR ��`✓) _ '_ m 16"X8"CONCW GR FTG AT 3'BELOW GRADE m PROPOSED OVERHANG (3j 2X10 ACC.GIRDE , , I @16"OC ' 3'BELOW GRADE F U U O ' __ O _ I N o a j PROPOSED OVERHANG o PROPOSED SHED cc O CONCRETE SLAB o LnI va x #4 BAR N 1 N (TYPO N I ccl I ( r I N I I I � (TYPO � � O � H � az W P4 - cn W V O A �D / N � P4 � W Z A 0 EXISTING BASEMENT EXISTING GARAGE ^ c E E APR 6 202 I I ^M1Jouthold'rvim ' ._ _Board of Truste DRAWN BY: JD 5/15/2020 EXISTING PORCH �I i SCALE: SEE PLAN - - - - - - — - - - - - — - - - - - - - - - - — - - — - - — — — — — — � 0� SHEET N O: PROPOSED FOUNDATION PLAN m SCALE: 1/4" = 1'-0" `moo of A� 1>2 46'-0" 10, 0 1 m JIM DEERKOSKI, PE phone: (631) 298-7116 0 PROPOSED INGROUND POOL o � m fV 91-011 21'-23/" 61-011 321-011 81-011 PROPOSED MASONRY PATIO ON GRADE I I o 0 0 o I PROPOSED DECK o REMOVE EXISTING DECK,SCREENED PORCH,STAIRS AND RETAINING WALLS AS APPROVED BY TRUSTEES NEW DECK TO BE BUILT w/SCREENED PORCH UNDER O oW P 00 � F-4 � o� �/ o a z W �4 � W V O A �D N H W � W A Z 0 --------------------------- I--------------------------; I 1 i 1 I 1 I I I 1 I I I I I I I I I I I I 1 I I 1 1 1 I I I I I I I I _ V,^'Y 1 E t , 1 I 1 I I ! 1 1 I I ( I 1 I I ` APR 16 201 1 CI I 1 I I Board of Trus +�.. DRAWN BY: JD 5/15/2020 SCALE: SEE PLAN �F .1 ID) SHEET NO: PROPOSED 1ST. FLOOR PLAN SCALE: 1/4" = 1'-0'I �°�ssl � � EXISTING NOTE: PROVIDE SC, SELF-LATCHING HOUSE GATE AT TOP OF DECK (TYP) JIM DEERKOSKI, PE PROPOSED DECK phone: (631) 298-7116 O PITCH FRAMING MIN. 1/411:12" EPDM, FLASHED, OVER AWAY FROM HOUSE m 3/4" EXTERIOR SHTG. 5/4 DECKING OVER 2X TAPERED ACQ SLEEPERS FINISHED FLOOR 2X ACQ SLEEPERS TJ1230 11-7/8 WOOD-1 @16110C , a pa . FINISHED CEILING PER OWNER --- — g a ° (3) 2X10 ACQ GIRDER (BOXED IN) 00 o 3 SEASON ROOM = b • o _ - — - -= �,• EXISTING 2X6 STUD WALL (TYP) �j� /,� /,� __ _ - -_ 4a• BASEMENT ZZ/j 4 STONE CAP -- -- - — — = _- '� 04a CULTURED °,� - - _ - - - _ - - - - _ - a,° STONE �. °�° GRADE w oD .o . oD d D• dO o - d �• do PAVERS AS SELEVCTED BY OWNER a a• O p ° a° 8" PC WALL I r D p 4: 4 • • a m 4 • 1 EXISTING - �� �� �'� �° '• � � � 16 X8 CONC. FTG �W V HOUSE (2) #4 REBAR Q --1 o H CROSS SECTION N �, SCALE. 1/2 - V-01' w E—I ♦ rte,, F� FINISHED FLOOR 12 Z A 0 16``O - a 2X1 °.� ---• oD •a . p o, 2X8 ACQ PLATE 4 a , 4 7 a. e D � EXISTING 7Z ° D BASEMENT a ° o� .a oD 81, CMU WALL , a4. ( - e D,o APF , 2021 4, ° t D Board e,f T r�steer 4" CONC. SLAB o6 GRADE d D, d . 0 0 . . d D, d . 0 0 - a. o d DRAWN BY: ]D 4 D' 4 5/15/2020 CD 4. a a m ° a• ,,. r� ;w SCALE: SEE PLAN VIA 0 ;r- 16"X8" 16"X8" CONC. FTG ° • • mK . ,� SHEET NO: 2 #4 REBAR �, r CROSS SECTION2502 SCALE: 1/2" = V-0" WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. CODE: 2015 IRC, 2016 NYS CLIMATIC &GEOGRAPHIC DESIGN CRITERIA UNIFORM SUPPLEMENT GROUNE WIND SEISMIC FROST WINTER ICESHIELD FLOOD 4"MAX. SNOW SPEED DESIGN WEATHERIN LINE TERMITE DECAY DESIGN UNDERLAYMEN HAZARDS KING STUDS LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED - 20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHT TO 11 NONE TO HEAVY MODERATE 4 DIA.MAXIMUM RAFTER CRIPPLE STUD JIM DEERKOSKI, PE DECK AND COVERED PORCH NOTES: phone: (631) 298-7116 LEDGER 1). Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. RIDGE HEADER All fasteners, hangers and anchors to be galvinized or stainless steel. 2). Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts Girders on concrete piers shall be anchored with proper steel connectors anchored Z into concrete with a minimum 1/2"dia x 7" long anchor bolt with washers and nuts. � RAFTER JACK STUDS 3). Posts supporting girders shall be anchored to a minimum 24"x24"x12"thick concrete footing. Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. Footings Shall be 3 ft. below grade. RAFTER-TO-LEDGER CONNECTION LEDGER TO BE CONNECTED TO BLDG. USING 1/2" DIA. BOLTS @16"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION 4). Deck joists to have blocking at 8'0 o.c.. RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION 5). Flashing shall be installed between the building and ledger. Lapping up the sheathing LOCATION USP NUMBER DESCRIPTION APPLICATION 2x6-2x8 LS26 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER' ALL OPENINGS LSTA12 1-1/4"x12"20ga.STRAP APPLY TO EACH JACK STUD and over the ledger. Ledger to be fastened to building with 1/2"dia. bolts with washers STAIR RAILING and nuts at 16"o.c. ROOF LSTA24 1-1/4"x24"20ga. STRAP APPLY OVER RIDGE TO EACH RAFTER 2X10 LS210 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 6).Concrete piers shall be a minimum 6"above grade. 1-1/2"SPACE 7).All joists to be supported with hangers and anchors. Each Joist shall also be anchored MINIMUM to girder(s). RAFTER 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. HANDRAILS 9). Use simpson hangers and anchors with Z-MAX tripple protective coating or equal RAFTER for any contact with ACQ. POSTO TOP PLATE HANDRAIL NOTES: TOP PLATE All required handrails shall be of one of the following types O BALUSTERS or provided equivalent graspability. RIM/DECK JOIST ° 1).Type I. Handrails with circular cross section shall have an WALL STUD WALL STUD outside diameter of at least 1-1/4 inches and not llreater OPEN BALUSTER ATTACHED TO WALL ° than 2 inches. If the handrail is not circular it shall have a perimeter dimension of at least 4 inches and not greater r /� HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION than 6-1/4 inches with a maximum cross section of v RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH dimension of 2-1/4 inches. OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER/PLATE RT15 TYDOWN ANCHOR CONNECT EACH 2).Type II. Handrails with a perimeter greater than 6-1/4 CONNECT TO RAFTER TO PLATE POST-TO-DECK CONNECTION inches shall provide graspable finger recess area on both SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2" IN 4"-6"RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR W CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL EACH RAFTER CONNECT OVER USE MIN. (2) 1/2" DIA.GALV. BOLTS WITH WASHERS AND NUTS sides of the profile.The fin in with a CONNECT TO PLATES TO EACH STUD finger recess shall be O PLATE/WALL SPTH4 STUD PLATE ANCHOR P g g PROVIDE AN EQUIVALENT GRIPPING SURFACE 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR distance of 3/4 inch measured vertically from the tallest EACH RAFTER portion of the profile and achieve a depth of at least 5/16 inch within 7/8 inch below the widest portion of the O profile.The required depth shall continue for at least 3/8 inch to a level that is not less than 1-3/4 inches below the O �••I 4" MAX. tallest portion of the profile.The minimum width of the handrail above the recess shall be 1-1/4 inches to a 4 DIA. MAXIMUM GIRDER/HEADER maximum of 2-3/4 inches. Edges shall have a minimum J rrw radius of 0.01 inches. GIRDER/HEADER ' , 1 ° NAILING SCHEDULE {,•�,� �w w ��I o J, �•1 JOIST POST/COLUMN W V o ° ROOFSHEATHING: O POST/COLUMN JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING Q H STRUCTURAL PANEL 8d AS PERT BLE 3.8 110 N H GIRDER/HEADER SBC POST-TO-GIRDER/HEADER CONNECTION ROOF FRAMING: LOCATION USP NUMBER DESCRIPTION APPLICATION JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING SPLICED JOISTS OVER HEADER/GIRDER 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN RAFTER TO 8'WALL: 3-8d COMMO EACH DEC PORCH RAILING 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN TOP PLATE 10'WALL:4-8d COMMO RAFTER TOE NAIL LOCATION USP NUMBER DESCRIPTION APPLICATION POST-TO-GIRDER/HEADER CONNECTION HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS CEILING JOIST 8'WALL: 3-8d COMMO EACH TOE-NAIL JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOISTTO TOP PLATE 10'WALL: 4-8d COMMO JOIST O CEILING JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM-SBC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM-SBC LAP NAIL ° COLLAR TIE AS PER TABLE 3.4 EACH FACE BEARING PLATE TO RAFTER WFCM-SBC END NAIL ® I BTU GIRDER BLOCKING 2 -8d COMMON EACH TOE Q r; TO RAFTER END NAIL RIM BOARD° TO RAFTER 2 16d COMMON EACH END END NAIL Q ° WOOD JOIST ` > WALL FRAMING: LEDGER -0 I► ">'� NAIL NAIL ° GIRDER/HEADER I I CONCRETE PIER JOINT DESCRIPTION Q•n. SPACING NOTES TOP PLATE TO PER WOOD JOIST WOOD JOIST TOP PLATE 2 -16d COMMO FOOT FACE NAIL >>' - • TOP PLATES AT 4-16d COMMOI,I JOINTS FACE INTERSECTIONS EA. SIDE NAIL FLUSH JOISTS WITH HEADER/GIRDER DOUBLE 2x STUD TO 2 -16d COMMO 24" FACE CEILING JOIST TO BLDG. CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH I (MINIMUM) STUD O.C. NAIL I I FOR HEADER HEADER/GIRDER-TO-POST CONNECTION HEADER TO 16"O.C. FACE THE PROPER STEEL CONNECTOR. I LOCATION USP NUMBER DESCRIPTION APPLICATION HEADER ALONG EDGES NAIL LEDGER TO BE CONNECTED TO BLDG. USING 1/2" DIA. BOLTS @16"OC WITH WASHERS IF ABLE,SET FIR JOISTS APROX. 1/4" HIGHER THAN LVL HEADERS I OR BEAM 16d COMMON TO ALLOW FOR SHRINKAGE. ROD I I (2) BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIEF TOP OR BOTTOM 2-16d COMMOP I PER 2x4 STUD END REQUIRED I I PLATE TO STUD 3 -16d COMMO PER 2x6 STUD NAIL FOR STU (3) BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIE BOTTOM PLATE TO: PER FLOOR JOIST, BAND JOIST, 2-16d COMMO FOOT FACE NAIL FLASHING TUCKED UNDER 1 END JOIST OR BLOCKING TOP PIECE OF SIDING AND LAPPED OVER FIRST C NTIN. DECK FRAMING: THREADED ROD PIECE OF SIDING BELOW JOINT DESCRIPTION NAIL NAIL NOTES D� � 1/2"DIA. LAG BOLTS W/WASHERS JOIST TO:CNW COUPLER NUT QTY. SPACING' TOE WN BY: JD CONNECTED TO BLDG. @16"OC STRINGER MINIMUM POST SILL,TOP PLATE OR GIRDER 4-8d COMMO JOIST NAIL @16" C (2)THRu• END DISTANCE BRIDGING 2 -8d COMMO EACH TOE 5/15/2020 BOLTS , TO JOIST END NAIL PB44 POST 4 p , BLOCKING 2 8d COMMO EACH TOE SCALE: SEE PLAN ANCHOR PIER _ - MINIM M TO JOIST END NAIL a. v PIER 16"TREA° s. . o ' o END ANCE ^ BLOCKING TO: 3 -16d COMMO EACH TOE FLOOR FRAMING ° o 2x JOISTS , . . >,�• .', ,• •, - „ 12"x12"x12" "'°.4 •.• .. .o •• > SILL OR TOP PLATE BLOCK NAIL E : ,a CONC.SLAB i°,a .. :o,• ••$•,' CONCRETE FOOTING °. (AS REQ.) e4 ,° c^ c^ LEDGER STRIP EACH FACE BLOCKING FOR y „V TO BEAM 3 -16d COMMO JOIST NAIL VI tJ / JOIST HANGER s ' B"dia. n o DECK PIER ^ SHEET N O. LAG BOLTS / p . p e coNC. PER PLAN JOIST ON LEDGER PER TOE P raE_ J' A 3'-0 o,4e PIER o;9.. TO BEAM 3 -8d COMMONJOIST NAIL HOLLOW COLUMN UPLIFT O RIM JOIST/BD. o ' P^ y °°y SIMPSON STRONG TIE MODEL STRRI/2 BAND JOIST PER EN 7� •� �� 4, 9 • q DECK POST FTG. CONNECTION 3 -16d COMMO .a INSTALL AS PER MANUFACTURE'S RECOMENDATIONS TO JOIST JOIST NAI C L� LOCATION USP NUMBER DESCRIPTION APPLICATION BAND JOIST TO: 2-16d COMMO PER TOE N 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING SILL OR TOP PLATE FOOT DECK/PORCH LEDGER CONNECTION 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING ° 0�- 02 ROF_.c�c