Loading...
HomeMy WebLinkAbout1000-35.-5-21 OFFICE LOCATION: ®�*®F SOMAILING ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY 11971 Telephone: 631765-1938 coum,� 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, 2023 Re: LWRP Coastal Consistency Review for 1651175 DAWN DRIVE LLC SCTM# 1000-35-5-21 Eileen Wingate on behalf of 165/175 DAWN DRIVE LLC requests an Administrative Permit to resurface the existing 12.5'x47.5' rear deck and 45'x4' side deck; replace the deck(s) handrails; replace doors and windows, eliminate a set of doors on the east (rear) and-realign the balance of windows; removal of front entry deck and construct a 6'x4' entry portico; installation of gutters to leaders to drywells; clean-up and restore existing non-turf buffer. Located: 165 Dawn Drive, Greenport. SCTM#: 1000-35-5-21 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 and the records available to me, I recommend that the proposal is CONSISTENT with LWRP Policies and with the LWRP. 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: Honorable Lori Hulse, Attorney 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", then the proposed action may affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, the action should be analyzed in more detail and, if necessary, modified prior to making a determination that it is consistent to the maximum extent practicable with the LWRP policy standards and conditions. 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# - �® - ���ll�� PIt►1 MAR 0 7 2023 ��1 Southold Town The Application has been submitted to (check appropriate response): Planning Board Town Board 0 Planning Dept. E Building Dept. 0 Board of Trustees 0 I. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital 0 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: Location of action: 165 DAWN DRIVE,GREENPORT, NY Site acreage: 15,740 SQ. FT. Present land use: SINGLE FAMILY HOME Present zoning classification: R11 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: EILEEN WINGATE (b) Mailing address: 23 GARLAND ROAD ROCKY POINT,NY 11778 (c) Telephone number: 516-818-9754 Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes 0 No❑ If yes,which state or federal agency? NYSDEC 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. F]Yes ❑ No F-/] Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria 0 Yes ❑ No ❑ 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 [I No tZENot Applicable 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—PolicieZot s 8 through 16 for evaluation criteria E Yes E] No 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 0 Yes 0 No Not Applicable 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. Yes [] No CNot Applicable 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 ❑ 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. ❑ YeF-1 N019 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 KNot 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 Tot 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 ❑ N010 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. P Yes ❑ No ❑ Not Applicable Created on 512510511:20 AM x•est- , r k� 2 � C � Ulm I . 41 i• yr• .v NORTH ELEVATION n � , 1 ~.. �t a'�H- _�� _. � - ,:��*STT%•,-{,� •r i •+r •r -s a # .. .. kk. , 4 r rah • -t CXR' ,• F� '•���I, Ty x, i t �.i��..�s �,. � � _'i FRONT • ELEVATION t� ,y t t `p L FACING SOUTH .:s , t r. I t. . _ 4 FACING NORTH Alm �a L ZA l m hinam' i�aa�w�u�0ar�i0D['O��u M��m,v¢cnhfm vn[Rrvot mremW i: a6bm w6a meoe ma Aal�rav YB NrmtGm mRruoiroun unala°�+noe°Rarnwsm°ek�.uo�Csn°[w°arttw°J�Sxamt�a,L wu,mr R(vOr.fo anmG�w �. °asap nrouim Aouns O°wro°ayssm.,wic"al.amwunrrr um+".�rsoti iu®,ami\no ro�'�'ia,�`mma�nmmmmi�mm+rc�m°mmr n.w.uroe°muv�nmvmasmma.a.,aa taa¢ur�m,u.w+M mm waDn°c�m+R»v�,�c+,ua��w roww4 auao rm.°w¢ I 1 , 400 Ostrander Avemre,Riverhead,Nan York 11901 tol.631.'27.2305 fax.631.727.0144 ° os4nln®youngonglneering.Com N 4 � �'- Thomas 4"h FYY esslea,a 6glnear Douglas E.Adow,Prolesslonal Engineer Robert 0.Test,Arahttect W , /-' IL Robert 5tromekl,Architect r /- \ SITE DATA S NE --" "-- AREA=15.740 SQ.FT. *SUBDIVISION-'CLEAVES POINT,SECTION 3°FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON JUNE 14,1966 AS FILE NO.4650. VERTICAL DATUM `-NAVD(1988) �Fa� \\ •SEE FLOOD INSURANCE RATE MAP PANEL NO.3003CO176 H LAST DATED SEPT.25,2009. \ \ . \ F9iAl2OtE RY L8 SCALEDF4MFD00 '• TNSIAIAMLE RAIEJMP � 1 s\\ Lot 65 0 �` MAR - 1 2023% Su -°Cleoves Point Section 3° \ \\\ cmP SW12.30'.E — �9 141.25' 1 mmsermmm I a 139.04• . \ T37URWc,L � WOOD WALK �-------- - - -- 1 OVERRAXWAD 4 "f6HWATus Wr H ` FACEO uouswrn+ rAceor suLAD \p 1 Lot 66 si 'subdivision-e "' _ SURVEYOR'S CERTIFICATION "leaves Point }y, ( ; Ay �Oc '9 `WE HEREBY CERTIFY TO PETER M D U RAFT S THAT THIS SURVEY Section 3•yv 0 Fri � �� � 9 FlAATIIYaDOC1C � WAS PREPARED IN ACCORDANCE WIIH THE CODE OF PRACTICE FOR LAND \ LyNy d e ANAL RA+aP O SURVEYS ADOPTED ev THE NEW YORK STATE ASSOCUTION OF \ m w000urmLw O PROFESSIONAL LAND SURVEYORS. Q �� a uD' ,° e rr �/ OF NEW) \ 19. `On ' :, is 0 CO s�sa ,e� y JOVWpppER Wtd J�AD O FIDATWv004; WOODWALt ��. 45B93 J2 ovERsuL,DEAb HOWARD W.YOUNG.N.YS.L.S.NO.45893 SOF FD LAND 5 64' \ �5 6opD�Ilw 165.99' y \\ \\ aAr Sae"4a' `� o ' SURVEY FOR A N'T ,WAY % PETER MOUTARS f ` Lot 67 j \ Cleaves Point, Section 3° 0 \ LOT 66"CLEAVES POINT,SECTION 3" \ \\ Subdivision-° \\ at Greenport,Town of Southold \ \ Suffolk County,New York CERTIFIED SURVEY \ I LEGEND \ I \ I CauntyTm map oiewaE 1000 sc=wa 35 e,oa 05 Lot 21 FIELD SURVEY COMPLETED DEC.21,2M BBC =BELGIAN BLOCK CURB \ \ MAP PREPARED DEC.22,2021 CH -CHIMNEY ND CMF =CONCRETE MONUMENT FOUND Record of Revisions\ 1 CNS =CONCRETE MONUMENT SET \ \ � REVISION DATE CSW =CONCRETE SIDEWALK \ - DI =DRAINAGE INLET t \ ram EOP =EDGE OFPAVEMENT -----------------____-- IPF =IRON PIPE FOUND \. OL =ON PROPERTY LINE 1 RO =ROOF OVER i WIF =WIRE FENCE i WOF =WOOD PENCE - WMR -WATER METER 1 30 0 15 30 60 90 O WSF =WOOD STAKE FOUND 5p W55 =WOOD STAKE SET =UTnsTVPOLE I Scale:1" 30' • =ENDOFDIREcrmwmTANCE JOB NO.2M-MI9 +i DWG.2021_0319 CS 1 OF 1 rr REVISIONS: APPLICATION FOR ALTERATIONS : JAN.05,2°22 AN.05,2023 GENERAL NOTES: JAN.20,2023 1.ALLACCORDANCE HTHENEQUIPMENT WYORSHALL NEW ROOF A 'A'��^'O^ ALTERATIONS ��r��'Ow `n BE IN ACCORDANCE WITH THE NEW YORK 'v & Iv K K C 'V J STATE UNIFORM BUILDING CODE,AND THE NEW YORK STATE ENERGY CONSERVATION CODE, AND LOCAL AUTHORITIES. 2.ALL CONCRETE SHALL BE STONE AGGREGATE WITH A MINIMUM 28 DAY STRENGTH OF 3000 PSI. 3.ALL LUMBER SHALL BE GRADE STAMPED ui DOUGLAS FIR-LARCH STRUCTURAL GRADE#2 Z OR BETTER. O - 4.PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL STAIR AND FLOOR OPENINGS,POSTS Q AND PARALLEL PARTITIONS,EXCEPT AS NOTED LL, ON DRAWING. S.BRIDGING TO BE PROVIDED FOR ALL JOISTS Q Z FATND FLOOR BEAM.SPACING NOT TO EXCEED 8 F 6.ALL DIMENSIONS AND GRADE CONDITIONS TO O O BE VERIFIED BY CONTRACTOR(S)PRIOR TO C O Z START OF CONSTRUCTION AND ORDERING OF MATERIALS.THIS FOUNDATION HAS BEEN 1411_0• '9 W DESIGNED FOR A SOIL BEARING CAPACITY OF ^ ~ W TWO(2)TSF AND GRADES LESS THAN 5% CONTRACTOR SHALL VERIFY THAT THESE O d CONDITIONS ARE MET.ALL FILL BENEATH CONCRETE SLABS TO BE COMPACTED TO 95% RELATIVE DENSITY. O Q 7.DO NOT BACKFILL AGAINST FOUNDATION \ WALLS UNTIL FLOOR SYSTEM IS INSTALLED. 8.ALL HEADERS a FT IN LENGTH AND OVER TO \ �@ �j BE SUPPORTED BY DOUBLE UPRIGHTS,9 FT o AND OVER BY TRIPLE UPRIGHTS.ALL HEADERS \ TO BE MINIMUM OF(2)2x8"OR AS NOTED O 9.PROVIDE FIRESTOPPING AT ALL LEVEL \ PENETRATIONS. I .� a 3y� 10.PROVIDE FLASHING AT ALL ROOF BREAKS, o_ CHIMNEYS,SKYLIGHTS,EXTERIOR DOORS, b WINDOWS,DECKS,ETC. cbo 11.DO NOT SCALE DRAWINGS EXISTING 2 STORY F 12.DESIGN CONSULTANTS OR RECORD Qo xm-m NEwc ` HOUSE Q ARCHITECT-ENGINEER ARE NOT RESPONSIBLE NEWff PORTICO OVER J FOR THE INSPECTION,SUPERVISION,OR ENTRY d ADMINISTRATION OF THIS CONSTRUCTION PROJECT.FEDERAL,STATE AND LOCAL ZONING W AND BUILDING CODE COMPLIANCE SHALL BE 1�-- THE RESPONSIBILITY OF THE CONTRACTOR(S). 13.DESIGNER,ARCHITECT,OR ENGINEER MUST G BE NOTIFIED IN WRITING BEFORE ANY o CHANGES ARE MADE TO PLANS. 14.ELECTRICAL AND MECHANICAL COMPONENTS TO BE DESIGNED AND SPECIFIED BY OTHERS. 15.CONTRACTOR SHALL OBTAIN ALL PERMITS AND INSURANCE NECESSARY TO PROTECT THE ENGINEER AND OWNER. MAR - 1 2023 LOT SIZE DESIGN CRITERIA: 715ESIF. t PROJECT: 2022-030 LIVE LOAD DEAD LOAD 0 OF IEP", DRAWN BY: RC PROPERTY LOCATED AT: GROUND SNOW LOAD 30 PSF. 10 PSF. __ _�__Y-...._.... 165 DAWN DRIVE LIVING AREAS AND DECKS 40 PSF. 10 PSF. CHECKED BY:,f TOWN OF SOUTHOLD SLEEPING AREA 30 PSF. 10 PSF. ATTIC 20 PSF. 10 PSF. COUNTY OF SUFFOLK,STATE OF NEW YORK WIND SPEED 140MPH , DATE: OCT.20,2022 ZIP:11944 SEISMIC DESIGN CATEGORY S 7 a 0 0: 0' 10' 20' 30' SCALE NOTED DISTRICT:1000 SECTION:35 BLOCK:5 LOT:21 WEATHERING SFROST LINE DEPTH 36"SEVERE G �.; C ® 5' ' TERMITE MOD.-HVY. DECAY SLIGHT �" SHEET NO: ICE SHETLD REQ. YES 2�Fo 110 05709 2020 INTERNATIONAL RESIDENTIAL 2020 UNIFORM NEWYORK CODE SUPPLEMENT p�OEES$IO, Ay 1 2018 INTERNATIONAL ENERGY CONSERVATION CODE EXISTING WD DECK FOUNDATION REVISIONS: DEC.15,2022 JAN.05,2023 JAN.20,2023 N.J.Mazzaferro,PE PO Box 57 Greenport,NY 11944 STING 8'GLIDING DOOR EXISTING ff GLIDING DOOR U) ul 0 Li 0 UJI Q v- SO NEW BATHROOM 0 0 0Y 0 0 2E Lu WEJECTOR PUP T, 4 UTILITY ROOM STING LINE TO EXISTING SO SIZING PER NEW MANUFACTURER 14 LAUNDRY SPECIFICATION NEW BAR 0 04 wl I ti EXISTING 2"X6"STUD WALL EXO0ISTING WALL TO BE REMOVED o % I HOUR FIRE RATED PARTITION pi rL LL. MAF 2023 EXISTING GARAGE DOOR OR EXISTING GARAGE Q Ifp 14 -4 0 NEW ro 99 4— PROJECT: 2022-030 0 DRAWN BY: RC OL -)lb EXISTING 8"P.C.FOUNDATION 410. OL 4t CHECKED BY: JC WALL UPON 20"x 8" CONTINUOUS FOOTING DATE: OCT.20,2022 SCALE. —44' LEGEND [ SHEET NO: REMOVE ITEM NEW WALL 2 GROUND FLOOR/BASEMENT PROPOSED PLAN EXISTING WALL EXISTING WD DECK STAIR REVISIONS: DEC.15,2022 JAN.05,2023 f - N.J.Mazzaferro,PE PO Box 57 EXIS I Greenport,NY 11944 Wn fiECK 30' w Lu z > -- Rf 0------------------------------- ---------- IRV REMOVE WINDOW IN ITS iii ENTIRETY FOR REPLACEMENT IJJ v- REMOVE WINDOW IN irs ENTIRETY AND INFILL TO PARTIAL EXTERIOR WALL MATCH EXTERIOR WALL DEMOLITION FOR NEW WINDOWS Z AND NEW GLIDING DOORS 1-- Q Z 0 I ' _ -.r 0 Lu EXIST EXIST Lu KITCHEN LIVING ROOM REMOVE OR FOR REPLACEMENT MAR 1 2023 EXIST LAUNDRY --------- ------------------------------ ------------- EX EX REMOVE WINDOW 0 ------------------- --------- CLO CLO FOR REPLACEMENTw 0 < �REMOVEWALL _j REMOVE WINDOW REMOVE WALLSLu FOR REPLACEMENT &DOORS irggo EXIST Lu BEDROOM EX. REMOVE EXIST 0. 057 J9 WALL REMOVE WALLS !CLO REMOVE DOOR TO BEDROOM REVERSE SWING SSO ------------ ------ DOORS -------------- EXIST EXIST ENTRY BATHROOM 2ND FLOOR DEMO NOTES: EX. EX. REMOVE WALLS ROOF TO BE REMOVED IN ITS ENTIRETY CLO EXIST CLO &DOORS BATHROOM FOR COMPLETE NEW ROOF LO EXISTING 2ND FLOOR BATHROOM TO BE RELOCATION FULLY DEMOLISHED FOR L - ---------- ------ ----- - -------------- -------- --- ----------- -- PROJECT. 2022-030 DRAWN BY: RC ZREMOVEWINDOW IN 'REMOVE WINDOW IN ol ITS ENTIRETY oll il'rS ENTIRETY CHECKED BY: JC !-2" PARTIAL EXTERIOR WALL DEMOLITION FOR NEW WINDOW----------------------------- PARTIAL EXTERIOR WALL PARTIAL EXTERIOR WALL DATE: OCT.20,2022 DEMOLITION FOR NEW ENTRY DEMOLITION FOR NEW WINDOW SCALE: P6'=l'-o" ----------------------- ; LEGEND PARTIAL DECK REMOVAL 7 ------------------------- SHEETNO: ------------------------------------------- - REMOVE ITEM 00=1 EXISTING WALL FIRST FLOOR DEMOLITION PLAN 3 I 4 FIRST FLOOR WINDOW SCHEDULE -NEW REVISIONS: I CODE QTY. BRAND MAN.CODE SIZE LWXHI TYPE DEC.15,2022 A 3 ANDERSEN 400 SERIES-C13 2'0"x 3'0" CASEMENT JAN.05,2023 I B 1 ANDERSEN 400 SERIES-CXW25 6'0"x 5'0" CASEMENT EXISTING WD DECK STAIR II C 1 ANDERSEN 400 SERIES-CXW15 3'0"x 5'0" CASEMENT WITH NEW WD STAIR TREADS SURFACE D 1 ANDERSEN 400 SERIES-CXW23 6'0"x 3'0" CASEMENT E 2 ANDERSEN 400 SERIES-CXW235 60"x 3'5" CASEMENT N.J.Mazzaferro,PE F 2 ANDERSEN 400 SERIES-C16 2'0"x 67 CASEMENT PO Box 57 ! ; G 1 ANDERSEN 400 SERIES-CXW16 37x 6'0" CASEMENT Greenport,NY 11944 Wn DECK ---- - _ ! f - il W I I 3.5"x 9.25"PSL HEADER 3.5"x 925"PSL HEADER E !! 4II III I I i7 11'-9 4 PANEL GLIDING DOOR R ANDERSEN FWG1208 -4DW I OFFRONT r DOOR J Q EXIST KITCHEN Z Z l I x LCL m m Im z d i; N N CC I I 6t 8-- I ®C ®� --1 W O O n A n ,r N EXIST N N I Q Q Lu z z '= No; LIVING ROOM o= I U_ I I a C) P ci J ,A C7 t I ,m d r+ CL ij FRIDGE EXIST STAIR i I NEW 3.5"x 925"PSL HEADER II ----- UP EXIST HEADER- J I l << UJ EX.CLO "' �' I,..m -_`';.<' W O ` T-6 k 3'-8" SD o Is y O i O O. O NEW DINING ROOM O p MAR - 1 2023 � II IfCL SO f N C O ON i ° EXIST r' `� BEDROOM "' ` FLOOR AREA:175 S.F. LIGHT:24 S.F.(13.7%) AIR:24 S.F.(13.7%) Ij CLO EXIST EXIST ENTRY BATHROOM OF 3 •' j 3rd RE ODELED �. ROOM cj '06 O to (2)2'x 10'HDR. 10"HDR (2)2"x 10"HDR (2)2"x 10"HDR. f. r e O © O O � PROJECT: 2022-030 NEW CODE COMPLIANT RAILING o �10 05ryO�t9 ���= DRAWN BY: RC TO MATCH EXISTING - CHECKED BY: JC 11 6" DATE: OCT.20,2022 15'-6" 13' 15'-6" SCALE: " NEW 4'x6'SLAB ON LEGEND GRADE,SEE DETAIL SHEET NO: 2 ON PG 12 NEW WALL ® EXISTING FULL INSULATED CAVITY WALL, 4 FIRST FLOOR PROPOSED PLAN NEW FINISH AS REQ. SECOND FLOOR WINDOW SCHEDULE-NEW REVISIONS: j f CODE QTY. BRAND MAN.CODE SIZE[VYXH] TYPE DEC.15,2022 f A 2 ANDERSEN 400 SERIES-C13 2'0"x 3'0" CASEMENT JAN.05,2023 i l F 2 ANDERSEN 400 SERIES-C16 2'0"x 6'0" CASEMENT JAN.20,2023 i ; 1 G 1 ANDERSEN 400 SERIES-CXW16 3'0"x 6'0" CASEMENT . _ _---------------___-_-__...__------------------------,_..___.._.__----------------------.___------- -----_.------------.___._...___.____..----._.------ 3'0"x3'5" CASEMENT H 6 ANDERSEN 400 SERIES-CXW13 J 2 ANDERSEN 400 SERIES-CXW245 6'0"x 4'4" CASEMENT 1 ! .--------------_---- .. ____-. _---�--_----.---------__.___._ _ ---___---_----.---.---------__--------- ------__-_ ._--__-----�-_-- K 1 ANDERSEN 400 SERIES-CX245 5'2"x4'4" CASEMENT N.J.Mazzaferro,PE PO Box 57 ------- _...._._.._-._._._...-__-___..__._.._--- -. -----._ _.._.._ .._.__-_----_._--------.__._-_------- ------ - _ Greenport.NY 11944 , i r I _... .... i — 3.5"x925"38L HEADER — — 1 i m m `W � G� I N x i NEWI'x10"R.R. f @]6'o.C. z Z fu i m N W in q 1t9'" -Z' O H ' x----I�iEWROOF q 11A —�°:x ONCE u" 0 3.5"x 925"PSL HEADER 0 Z 12'2" W-9"4 PANEL GLIDING DOOR E— W ANDERSEN FWG12068 4 QLu el NEW2"x10'R.R. — @ 1B-O.C. CL r' { 01 i CLO 3.5"x 9.25"PSL HEADER I CLO ; NEW BEDROOM FLOOR AREA:280 S.F. LIGHT:70.75 S.F.(25.3%) { I I AIR:70.75 S-F.(25.3%) cli V t ti� 1 p i i ~ I ❑ ❑ X EXISTING ROOF RIDGE b - - ---" - : ! REMODELED CLO , W ` " !" W O I' I, �_ U) BEDROOM ohm I e` O O i y ti a LL t FLOOR AREA:135 S.F. ! ! r N LIGHT:30.75 S.F. 22.8%) O 0 ! x AIR:30.75 S.F.(22.8%) ON ¢ I MAR - 1 2023 a z0 F Io LL OSD 0 ti�� Esq I C„ 2868 POCKET DOOR Ono i En NEW N r, ! NEW NEW BATHROOM ! # ' OF REMOD€LED W.I.0 SITTING -------- Z ----- ! , --- ( + BATHROOM - o ----------- - - ----- -- - -LaDR. 5 P R I { i ± EXISTING ROOF RIDGE �r I ! ! 2 2"x 10"HD 2 2"x 10"HDR Z 2"x 110"HDR. Z 2"z 10"HDR. t f PROJECT: 2022-030 " o `. : DRAWN BY: RC ez d NEW PORTICO 459 �{� CHECKED BY: JC � r'1 � DATE: OCT.20,2022 1'-9" SCALE: v-0- LEGEND SHEET NO: o NEW WALL SECOND FLOOR PROPOSED PLAN ® N ULATED IA INSULATED CAVITY WALL, NEW FINISH AS REQ. REVISIONS: DEC.15,2022 AN.05,2023 JAN.20,2023 .............. ------ N.J.Mazzaferro,PE PO Box 57 Greenport,NY 11944 —----------- ---------- j ui z > it cl) LU -Z EW2 Ftf�,f EWr I NEW PORCH k VP-R;:i: @,16O.C. —j eu z z LL .4 i ?WOO z LL 0 LU LU 1 .77- NEVV2"x10"P-R. t 4z, ii�, , CL j. --------- @ 16-O.C. LO 1L co EXISTING ROOF RIDGE A C9 -------------------- IL LU 5 EXISTING ROOF I IDGE, ca (L LL. ------------ LL MAR 1 2023 0 ............ U.1 U) z X .......... EXISTING ROOF I IDGE: EXISTING ROOF RIDGE ------- OF fEll, PROJECT: 2022-030 NEW PORTICO 0 DRAWN BY: RC CHECKED BY: JC DATE: OCT.20,2022 SCALE: A"=V-0" `VQ 0570 SHEET NO: ROOF PLAN OPESSIOON 6 REVISIONS: DEC.15,2022 JAN.05,2023 JAN.20,2023 N.J.Mazzaferro,PE PO Box 57 NEW ROOF BEYOND Greenport,NY 11944 EXISTING ROOF LU 0 oz > z -LT- li co LU -j 0 LLQ LL. 0�e 0 L) z Ww >z W SOF- �co IL W W Eo Of CL 31 co L --EE± LU on MAR 1 2023 --------ZI! ---------- EXISTING GARAGE OF IVEk, ------------------------------------------------------------------------------------------------------------------------------------------------------- PROJECT: 2022-030 ---------------------- ----------------------------------------------------------------------------------------------------------------------------------------------------------------- DRAWN BY: RC CHECKED BY: JC 0 DATE: OCT.20,2022 "o 0 57 SCALE: a16" 1�ro SI SHEET NO: FRONT ELEVATION 7 REVISIONS: DEC.15,2022 JAN.05,2023 NEW ROOF N.J.Mazzafen'o,PE Box 57 Greenport,NY 11944 _ I EXISTING ROOF , EXISTING ROOF W - ... ..............- - ...-..- --- ---------------- -- Z —--------------------— I i r _...... _._-. - -- 0 NEW PORTICOS 36"CODE COMPLIANT RAILING CODE COMPLAINT f ( f f I t I - -.-- _ f j _ i SUBFLOOR SLEEPER FOR DRAINAGE 36"RAILING j F { I j t ; INTERIOR EXTERIOR W TAPERED BEAM AT EXTERIOR,-"PER 1-- WD DEC'IN FOOT PITCHED FOR DRAINAGE AT Q Z I I j PERIMETER E NEW2"x8"D.J. @16"O.C. (2)2"x B"MCO GIRDER LUN W Ew2"x 1a' ! LEDGER BOLTED W/r LAG BOLTS 18"O.C. INTERIOR a STAGGERED N I z W. , MAR 1 2023 _ _ I O _________________________...___.____--___--_____.___________-______-___--_____---___.___--_____________-_-_________-___-__-________- PROJECT: 2022-030 ------------------------------------------ --------------------------------------------------------------------------------------------= DRAWN BY: RC OF c Y° CHECKED BY: JC DATE: OCT.20,2022 U `> SCALE: A-" Z - o SHEET NO: O �0 051o°�� SIDE ELEVATION AR°FESsin"- -� REVISIONS: DEC.15,2022 JAN.05,2023 N.J.Mazzaferro,PE PO Box 57 Greenport,NY 11944 12 LU > W 1: z ILL. 0 Z 0 1EILl W!R U LU Z4 0 MAR 1 2� o: lo a- aW a. a- .. , . . i- ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- PROJECT: 2022-030 VS-0 VCR, DRAWN BY: RC A > CHECKED BY: JC r> DATE: OCT.20,2022 SCALE: "- III SHEET NO: *0 05 09 9 REAR ELEVATION REVISIONS: DEC.15,2022 JAN.05,2023 N.J.Mazzaferro,PE PO Box 57 Greenport,NY 11944 EXISTING ROOF EXISTING ROOF U) W W r I ! iLL a W W N -2r— CL r r _ z O - a 71 - MAR MAR _ 1 2023 ----- ------------------------------------------------------------------------------------------------------------------------------ --- -------------------------------------------------------- ---- - - — OF y PROJECT: 2022-030 3� Ut q O DRAWN BY: RC ` %13 CHECKED BY: JC r e ® DATE: OCT.20,2022 SCALE: 1'-0" Op �o 0570°�� ��G` SHEET NO: ROF�sslo�P�' SIDE ELEVATION 10 EACH WINDOWTO RECEIVE(1)Tne REVISIONS: THICKY SIZE OF WINDOW PLUS 4' EA SIDE COX PLYWOOD DEC.15,2022 513116" L=OurFMNG JAN.05,2023 , (aRMhSOFBONAILS ro.csracl� RmcEBOARD WSTALL9DPGONC5pA56'�1 SRFATHAGro S��� COUARTIE E'VHi'YofHBt0VDt0i8tl&,R917eJ811wtS OVSW OPP(ATE 6" I TH PoYJasT TOPPIATE 6" B' 1.N AX.$P ROOF RAFTER TOPPIATE N.J.Mazzaferro,PE DDDMRAFHER PO Box 57 Greenport,NY 11944 msuusTa's1.RcsG:2A•FAnI DOORCR 9DEOFOPB GPB(915dNASS W[WYYARBS ❑ HES _ JACKanOS Lu STUD • RMA CFBEHANS BASEPLATE (/' T= AGGfnH1 HEADER FASOA BOARD o SHEATW G DOUBLETOP PLATE 14* r— w513116° wAltsrups®Trac. � PRPnlEeax000saaws�Tzoc. J Q r NA 1LSATBOTTONOF @3Q 3c1' NPIf ARWtOPERIhETHiOFNUIOON S AT TOP OF FffA➢fA®3OO NALSATMPRATEwRMASQTQCSTAGGERED Q �1 CSSTRAPSAT OPENRIGS r,"I SHEATHING NAIUNGATOPENINGS f7,1 WIRRICANE SHUTTER DETAIL 4 GABLEOVERNARGDEft - Q RTS RTS NTS RTS LL z 0 O 0 CL z Lu Lu U 00- S6IPSON SPHO RDGEVeg _I Q sDwP Pe m s v so:s a CL SI5ff50N LSTAB snaPONEAaTRAFTER Q STRAP TwaA� RaoF sRutTDm m ha;xulm r ac oN AUGAaIE Simpson LSTA3D W eME=AMFMIDWBdCOMWONILUIS ateach B OWr 4 O.G mR h7T SAYSONNLGARLEBIDS OR Tm�an TrESHEMIJIL2BUT OKOLMD LMM 241MEoveM� nSPArr: Si Ty0ml Nhndow and Door Header Strappng Detail Each Comer Mrsch Ra snap at each fterTail ITBITmxeasg6Awer0lT1PluU APARATEDPLYAOOO TOMM 5 TYP.WINDDW&I)OOR STRAPPING 10TOPOFTOP PLATEYVARM.3 01,11,11=YOCSTAGGEI0 N.TS mn SOFFITYM Simpson H2A HummeTtes Rsumsa st each Rafter Tal RAFTBiFUR maPavPaal } SwPSoNA2cNsroaOF OPB•%TTTlaSACe M^ PLATE I, CO) ORI✓DIAMSr"AS1e1NA49 etL119� ..' 1�A - MEATRICroeE11A7ID13f el.fl.l,l 2023 eac,mcssAFDT$a NEW BATHROOM EXISTING fr4 L.LL BATHROOM f ( C3 STwPw WG yyG t(STBdfleSEAMISDE ROMs P WAIOU NDIFD f ON EDOkS &CMFELDl 11=11' 0111an SE! M�""lE 110 PLY WOOSMnINGTocova MMISTa ROOR ApSf SBLPLATES•ABMYEe®.O•NAR NMEDW (TROIMOFhI KUS-O.a ORPLYTDOD 1✓d.A)tif SIEATNAGCANEUTTmGETWI A'SPACET V9(2TR=oFeowsr0G r EXISTING FUTE °aIBETw PuiE P MNqAEXIST BATHROOM ZPOWDERM 0 Twica2rM Floor 0 we Strapping Detail 7 0• pir NTS ; OOaSNGNTl4W5OJERBP �wof` ®L5R1P L PLATE l6E(4)NASSRTOESLPLATEON '• ((/ NowsOLTONeBOE®CEff MTEAhom musa"ae"1 AMM 4o, ®51 l � PROJECT: 2022-030 NEW POWDER NxLSIEATunmsuPUTE p v NEW LAUNDRY ROOM sT�OFeexrns®sac OFESSIdNQ.V DRAWN BY: RC 4 q s' Fwoa.nsr MI20TWIEDSLLP{ATES CHECKED BY: JC 7D DUSTING SEWER SYaILM �TAte TSWESKMDAI9SRLSHL " °" WASHER DATE: OCT.20,2022 w` ®Dain NTS TYpka W II eThd .,. SCALE: O •pA:+-Aagarac r Sill StrwingtiREBAALUTPAMS .zFRa FAamaER DetailSHEET NO: xaatrA ,Yowet ORSTAINUMS151 PLUMBING RISER r,"I STRAPPING DETANS B TYPICAL BUILDING CROSS SECTION N.T.S Rrs xrs NEW 6"5(6"MCQ POST NEW SIMPSON PB44 POST BASE REVISIONS: TOWN OF SOUTHOLD NEW(2)#4 REBAR DEC.15,2022 TABLE R301.2(1) NEW 6"x6"-10x10 WELDED WIRE MESH JAN.05,2023 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA FNEW5"MIN.CONC.SLAB GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICESHIELD ROOD REINFORCEDW/WWM SNOW SPEED DESIGN WEATHERING FROST UNE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS T I[ LOAD MPH) CATEGORY DEPTH TEMP. REQUIRED NAILING SCHEDULE(WOOD FRAME CONSTRUCTION) GRADE 5"MIN JointDescription Nunwoinais wspacing N.J.Mazzaferro,PE ZD PSF 140 8 SEVERE 3 D' M H SM 11 YES NONE v p Roof Framin PO BOX 57 D Rafter to top plate(Toe Nailed) 38d PerRallar CD = \ \ \ Ceiling Joist to top plate(Toe Nailed) 3-8d Perpist Greenport,NY 11944 DESIGN CRITERIA BEING USED: 2020 INTERNATIONAL RESIDENTIAL BUILDING CODE AND Ceiling Joist to parallel Rafter(Face Nailed) &16d Earhlap 2020 UNIFORM NEW YORK STATE CODE SUPPLEMENT • lap 2018 INTERNATIONAL ENERGY CONSERVATION CODE Ceiling Joist Laps over Partitions(Face Nailed) 6.16d Eads` Collar Tie to Rafter(Face Nailed) M PerTe \ Blocking to Rafter(Toe Nailed) 38d Each end / Rim Board to rafter(End Nailed) 2-16d Each end EW VAPOR BARRIER Wall Framing N W ONTINUOUS CONC.GRADE BEAM Top Plate to Top Plate(Face Naited) 2-16d Per Foot 2E ` Top Plate at Intersections(Face Nailed) 4-16d Joinlsea.Sida 0 \ EW 4"CRUSHED STONE FILL Stud to Stud(Face nailed) 246d 24•o.o H ----COMPACTED EARTH Header to Header(Face Nailed) 16d 16'o.celorgedges lig 4 O" uj 12" 12"Ml Top of Bottom Plate to Stud(end Nailed) 2-16d PerZA Stud 117— GRADE GRADE SLOPED 3.16d perb0lud Q �• (M NEW ROOF BEYOND BEAM HAUNCH 4.16d Per 2K8Stud z Z ASPHALT SHINGLE ROOF 2 SLAB DETAIL 0 VAPOR BARRIER PLYWOOD BdhmRabbFkxrpstBNdJc4Erdd*cr®odag(FaoeNalaO 246d '= Per Foot V- 2"x 12"@ 16"O.C. Floor raming Z d R-49 INSULATION Joist to Sill,Top Plate or Girder(Too Nailed) 48d Per Joist 0 Z i Bridging to Joist(roe Nailed) 28d Each End LLj a W I 1 I Blocking to Joist(Toe Nailed) 2Ad Eads End Blocking to Sill or Top Plate(Toe Nailed) 3.16d each blodr V C9 _.._ --- _ W—_--- ___.. _._-— Beam Face Nailed 3-16d earhjdst d 0 Cdt EXISTING ROOF --- —_--- -`- - _ _ Ledger Strip to ( ) EXISTING INSULATION 'r - `_..__- _� _A VAu _._.:T`�� y V� �e��_ J4 _ =�_: Joist on Ledger to Beam(Toe Nailed) 38d perpist d Cc _- Band Joist to Joist(End Nailed) 3-16d Pa1oist Band Joist to Sill or Top Plate(Toe Nailed) 2-16d Period t Hoot Sheathing Strudural Panay 8d Diagonal Board MealldmJ 3'Edge 14'Feld 15t6'or158' 28d Per Support 1"A0'orNAder 38d PerSupport NEW EXTERIOR WALLS CO) SIDING TO MATCH EXISTING SITTING ROOM Ceiling Sheathing VAPOR PLYWOOD IER BATHROOM WIC BEDROOM/BATHROOM GypsumWaliward �coosrs T'Edge/10 rid W 2"x 6"WOOD STUD R-21 INSULATION a ng O ad SHEETROCK ShchalPan& 8d 3'Edge14-Field z Fiberboard Panels 0 /16 TEdgelfrRelzi 26(32' 8d T Edga 6'F eld 1-- W R30 INSULATION G/psumVWboard 5dmokrs 7 EdgellO'Reld re 12 Hardsoard 8d 6'Edge 117 Field Particleboard Panels 8d 6'Edge 117 FWd Diagonal Board Sheathing CODE COMPLAINT 15tEortk6° 28d per Support 36"RAILING 1"ATorwider 38d Iwsulvort DINING ROOM POWDER ROOM ENTRY HALL BATHROOM BEDROOM sln,maalpanas oor sheaming EXISTINGVUDDECK 1'orless 8d 3'Edge/4'Field greatertlan1" 10d 3'Edga/4'Field LjDiagonal Board Sheathing Iwor11r8' 28d persupport Lj fY(rorwider 38d per support GRADE PROJECT: 2022-030 R30 INSULATION d DRAWN BY: RC O IVW YQ CHECKED BY: JC EXISTING GARAGE EXISTING WD DECK E �d9 DATE: OCT.20,2022 ,. FOUNDATION !'3 � M A R - 1 2023 �� � x � � SCALE- NTS D GRADE (. u SHEET NO: 44 P� ' 12 yo, 0590 I SECTION AROFESS►ON�'� R— I MATCH .... ...... T, ....... ..... ID- a. T-3 V. % —ISS 6W) \0 p 19, DUZ-A ---o, IS g') 7S V Sol o V p, , -OtC W.1 It A." 4 T—, A 4 4A(.l GULL IV Ao,sa>i— Z4ACPOND () 12.1 7 4 HVLET 1'2 —H, zz4 ov ij TC— SOUTH— A`— z X, COUNTY OF SUFFOLK(D IN NOTICE Im SECTION NO y 035 RA ll-perty T..S-*�Agency VV U— A.,"A