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HomeMy WebLinkAbout1000-112.-1-13 cou MEMORANDUM To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: October 7, 2022 Re: LWRP Coastal Consistency Review for YASMINE LEGENDRE & COREY WORCESTER SCTM# 1000-112-1-13 Twin Forks Permits on behalf of YASMINE LEGENDRE & COREY WORCESTER requests an Administrative Permit to remove a brick patio at grade; construct new north deck (261sq.ft) with new back sliding door; construction of a west porch (34.5sq.ft.); construction of an east porch (66sq.ft.) with new wider residence door; construction of a sidewalk (253sq.ft.) to connect north deck and east porch. Located: 4355 Aldrich Lane Ext., Mattituck. SCTM#: 1000-112-1-13 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 proposal is CONSISTENT with LWRP Policies and with the LWRP. Note that the walkway on the seaward side of the dwelling is located 18.7' from the Coastal Erosion Hazard Line. 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 ED LWRP CONSISTENCY ASSESSMENT FORM REC IV A. INSTRUCTIONS FO 5 2022 no.Lriuia Mown I. All applicants for permits* including Town of Southold agencies, sha1 comWte"rllik`CC'AF 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 ev uated..as to. it's :§igdficarit laeuefic'i51 aiicitadveiso efi'ects;it i�oh the.c6astAl iuea-(N� rich fiicludes all oI'-Southo'! `To u�: 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. ;Thi 66haa6wek.4609t.be •exftined iat,detiiil li tita Both spa a og�tiu sand non-. .suppoaa fitets. If an action cannot be certified as consistent with the LWRP policy standards•and conditions,it shall not•he,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# 112 1 .. 12.2& 13 PROJECT NAME Yasmine Legendre & Corey Worcester The Application has been submitted to(check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees ❑ I. 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) El (b) Financial assistance(e.g. grant,loan, subsidy) (c) Permit, approval, license,certification: Nature and extent of action: Proposed deck and porch additions to an existing single family residence Location of action: 4355 Aldrich Lane Ext., Mattituck Site acreage: Lot 12.2: 44,800 sq. ft. and Lot 13: 178,082 sq. ft. Totaling: 222,882 sq. ft. (5.117A) Present land use: Single family residence Present zoning classification: R-80 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: Yasmine Legendre & Corey Worcester (b) Mailing address: 11 Hillside Ave., Port Washington, NY 11050 (c) Telephone number: Area Code( ) 917-647-2326 yrlegendre@gmail.com (d) Application number, if any:: Will the action be directly undertaken,require:funding, or approval by a state or federal agency? Yes FINo�. If yes,which state or federal*gency? 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, snakes 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. `Dyes M No FINot Applicable .?ie-pr4. ae-d prplect includes theQonetruction_ot aLdg& -an tip pQrghes to provided safe access to the existing residence. The applicant has proposed minimal structures with regards to size and the proposed lot coverage. 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 Q 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 ❑ Yes ❑,No [ Not 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—Policies Pages S through 16 for evaluation criteria X Yes No ❑ Not Applicable __ he_proposed project is located in an X lmd 7o ne and ess rystructures deck and porch which ,will not impact natural resources or site flooding. Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of,Southold. See LVVRP Section III —Policies Pages 16 through 21 for evaluation criteria 1771 =1 Yes ❑ No ❑Not Applicable The proposed construction of the deck and porches will be located landward of the CEHA and maximize the setback from the top of bluff. The proposed structures will be constructed landward of erosion con ro encing. 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. Y Yes No Not Applicable die-preposed-canstwGhGn-oM.he-de-ek-and-pomhes-,AdU-be..located..Iandward of the (;EHA and maximize the GPtbark from th . nn of bluff The proDmd structures will be constructed landward of erosion control fencing. the structures will be located —275'landward of the wetland limit located along the shoreline. Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LOW Section III — Policies Pages 32 through 34 for evaluation criteria. Yes FjNo 0 Not Applicable No impact to the air quality. Attach additional sheets if necessary Policy 8. Minimize environmental degradation in 'Town of Southold from solid waste and hazardous substances and wastes. See LVVRP Section III—Policies; Pages 34 through 38 for evaluatiop criteria. Yes 'O No 0 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 LVVRP Section III—Policies; Pages 38 through 46 for evaluation criteria. Peso No Fxl Not Applicable Private prcgerty and private land with no public access. Attach additional sheets if necessary WO1 IGNG 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 X1 Not Applicable Private property and arivate land_with_no_public access. 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 ;Q No.Fx] Not Applicable Private property and private land with no public access. 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. El Yes .El No IF v'11 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 Lisa Poyer TITLE Principal Planner DATE 8/17/2022 . 5KN 08.2630 SEE SEC NO.105 SEE SEC NO 105 lo 01 w / ` -----' -----Z -- -- _- FOR PCL NO. 1141-01 NO __ _ 01.3001 SOJ %/� MATO_ _�_-_ —_—_-- 4 f UNE wI ^ 060502 /_� 5 `i FOR PCL NO. 11 l 0610.02 ^ SEE SEC NO. SEE SEC.NO, 0620.01 r 1OS01Ow 105010003 Iw O6.Tx-0J N0. \r 22305 j%/ sT"\ I V 02105 FOR PCL.NO. SEE SEC.NO .% � 11101M31 / i � I a 4 �O� y 9 STANEE00 Y _ r I� Q� O T T ].5 '0./..Q 110A1�) 0 PI u[V[To/wT/+!lnWltA �O 8 fl10 IttrrEIWMFN11aCllly I yE 4 a�oFsoOmalP � o r ti G� P\ Q FSL \ SEE N SEE EC,NO. r fORPCL NO. �y�,,,ud \ iyT FOR PCL NO 110.w-Ow.9 s.SEC 1-003 ;,owN amrau S%]SEE20011 \ LIATCH` - - 7 rs ONE\\ °•,MATCN _ 7 ONE MATCH a; - L1NE*' n SEE SEC NO.110 SEE SEC.NO,120 SEE SEC.NO.120 E; NOTICE •" ly°� COUNTY OF SUFFOLK © K f+OF SOUTHOID =SECTINyf,,, �' E L r�Real Property Tax Service Agency r1Alila� A --- ,Pr..,". --•-- r..�. --"'"-- .,R»a ' cewnc.Pa____ r _ r �1"� P raic, LONG ISLAND SOUND N i APPARENT HIGH WATER LINE 05/20/2021 N 70.23'00' E 200.01' - - - - " (TIE LI E) SAND.- - _. JI BOTTOM OF BLUFF -� -20 ..:AVERGR W�N' �- _' -50- \ -90' 2_ w --� _ W Z - - PCO DECK _\70 ? 5. E-- -� � --�- -�--� -` � X ptl��R 3 8p--- _ �� I DECK 16/16 X sLUFF - -1 p�2 109s�OP O6.1 F \� �- M F0�LIND T �- �" UNC O c ONp.43`j5 2.9'WUfAE T� .9' 6 FE rLt `� ! FEEL CO �•� �� -- fQU / f� -'�''F rt - 6 fi r GARDEN TR* / TR 7-8 0 3 0=�E- - '0- ti N TED -6TD 18 g3 +9 t + RED ;n, 10 /._jr%1, / RED1149RE�.1'✓3�� /, � EC6- TRE (i n --_` C•-4 TRED76- 8UNC70 --0941 w A/C Q ai O 13 1�*TR ED v UNITS 0 R X 2•/ ZA� ER 10d H ZARD LINE AS --90 w_+ITR t�' FEN ;� - ¢¢SS �+TRED6 �` Z xv 89 Z P CE 'w3 GENERATOR / / RE DEPT D OQDYCOASTAL EROSIQN HAZARD �` \ •0 R 87.2 MONUMENT / AREA''ffAAAAPP TOWN OF,$c)NTHOLD �w w �` / �+' N / TREC78 FOUND //OpOUNE�� PHO1lYt�f�OO..,,,�5(�90-523=S3g1HEET 1 OF 49 / - /O �/ C B8.23 6 2�5��Q�p o UNLIT 91 7 �TRECF�C7 � 1l / E 087.81 �' "o G UNDER / g y \ S RIM TC 87.8 Tyr^" 87. 12 2 �+ GROUND 62 S BC 87.6 88_ N GF.EL. 0 .2 l OR'( N \ RIM TC 8 .21 FF.EL 87.65 4$• FUEL TANK 5• 87.71 BC 88.01 ONRY 2�+/`F TR�9 1/61 ���1 RC1 I 2 ``G FE 87.81 .51 / is "I �8D1+-�B �• ID 41515 ✓ 0.a'w \ FOUNTAIN I�T +87.7 * 8714 iO O, 3 / OH OH TRED20 TREC16 N N 128 a ) J 87.2 88.6 +88.9�� +TRED16 G r, 268 N 86.1 TC 87.1999 7 +TRE TREDt TRE 87 3 p �,3 i' +TREC8/8/8/20 +87.3 TREC18 •0 'rn T• 8 BC 87.0 0 40• ice, 7.2 + \ O RIM TC 87.01 87.1 `� SSo5f 4N TREC18 EC30 S 86.63 BC 86.81 GRAVEL ✓opp '\ V+TR� \ `� 2 ., t 21.6 DRIVEWAY T+8-TR6.1 E612\� �TJ2EC18 `-' `8B ci GM`�`� +TR D30 TC 86.65 -86' --_ \ BC 86.40 Y85.7 85.3 \ 0 G 84.9 \ �_ I-TRD74 •TRED78"r 84.9 �.,, 84 7 87.2 +85.8 T �RED14 86.1 -� �- t- TRED30 \ / TREC1 /14/18 84.7 +85.2\ 8+TREC8/8 /20 v 85 5 '�� 84.2 4.8 -I- TC 85.26 /54.0 TRED8 I 784 3 TREC7 �'�TR8 30 (5 GRAVEL 4 +TR C24 TREC12 BC 85.06 --�/ TR 18 V,�, T7 Dt6 \ DRNEWAY 83. D\ +8a 2 84.9 + D30 -B6' \ +TREC8 BC 85.54 /85.5 TC 85.74 B 8.03 z J+TRED18 ` +84.2 TRECB TRECi 85 W w +83 6 M ENT �q8�8 .5 ` +TR 10/14/18 84.0 \ +•85.5 2 84.1 12'0 w N TRED70 FOU ' TREC2+85 �� T ED7 u! +84.4 TRED24 8 3 - i++���[[[CCC TRECB SNE U N +8T�16 d \a TRE 8 +85.5 z� 84.1 12 5 4� 84.3 Ori 8 In TRED2 ' TRECB SNf9 \ +TREC 4 7 7- +82 +82.7 2-7-9 T C14 0/-i � 6 0 O O f-+7012 Q �8a o 84.2 FF O DETAIL �\ 82.4 +83.8 TRED13 TRD260 O r" I 81.6 TREC17 LIE 1 30 TREC20J +T -- � 'd• 1. RIM r -MONUMENT 00 TRD20 81.60 FOUND O = �\ ® +TRED281 +83.9 Epf-5 POOL 21 EQUIP. J NOTES: / \ CONE. OI +TR D9 ' _ 8 / ( I �2 2 21 E E-- 1. AREA LOT 13 = 178,082 SQ.FT. 8 -qg-g 0 0 T D24 / TRD48 �ED18 1 w +�2f TRED8. 8_p�s�RIM AREA LOT 12.2 = 44,800 SQ.FT. OI V- \+ V/ 179.78 \ +� TOTAL AREA = 222,882 SQ.FT. OR 5.117 ACRES • / f � O N O 83.02, N N // / I \ TIR 46 2. PROPERTY KNOWN AS 4355 ALDRICH LANE EXTENSION, MATTITUCK. Z \+79. / / / +WT D17 / TAX N Z TR 012/ �/Q( 82 T81 D1`4 T Dia b 3. SUBSURFACE AND ENVIRONMENTAL CONDITIONS WERE NOT EXAMINED LOT (1+80.2 I LOT BD.o N OR CONSIDERED AS PART OF THIS SURVEY. y2.2 \ TRED 4 13 / TR D28 '\ \ � / 7 4. EASEMENT, IF ANY, NOT SHOWN. 81.8 +TRED 2 'nEC\ \ \ 'TR D31 ± D3.1� / \ / J //,I 5. ELEVATIONS REFER TO NAVD 1988. 77 s 6. THIS SURVEY WAS PREPARED FOR A SPECIFIC PURPOSE AND IS NOT \ 7-hTR1EC12 +TR 7 , \ +TRED7 / INTENDED FOR ANY OTHER USE.TRIED \ -� -78- �-+T � _�R C20 I-,- TRE \� �- �- , � � CERTIFIED TO: / _ 75. 1 77.2 \ �4J(�� +76TT� 76 +�G24 �2.7 YASMINE LEGENDER TAti b4 1+7rnsE8D2 / \ +,6ED6\ / TR � COREY WORCESTER ttt��j����bb Z 4M17 .1 \ 74.4 74--- 72.7 ( ABSTRACTS, INCORPORATED +T EC74\ \ �TRe)2D' �RE FIRST AMERICAN TITLE INSURANCE COMPANY 76116 \ \� / / CITIZEN BANK, its successors and/or assigns + 772 (�TRE D 2 7 .4 c TR 12 ++ + RED18 77.2 + 2 \ +gra o10/1 0 / 7D6 TITLE N0. 563-S-15245 ,TRED12 E020 \ \ 72 7/ �+TW2/12/ \ \ r 72.21-TRED2 / \ \ TR 76.7 + 5.a RIM (0 \ 0� The offsets or dimensions shown from structures to the property lines are for a specific purpose and use,and therefore,are not o TRED 6 ED18 70. 6 +}g 6 _� /1 aall / intended to guide in the erection offences,walls,pools,patios,additions to buildings and any other construction. 1 �\ \ TRED8 +70.3/ 9 TRE 8 77.2 76. / •-•�RED9 ss.t // �29UND u Subsurface and environmental conditions were not examined or considered as a part of this survey. TRED TIR /'{'TRD2077.4 // Easements,Ri hts-of-Wa of record,if an are not shown,unless otherwise noted. T 12 8 \� TREg Y Y. g� �.� � 63.8 + / \ / TRED14 Property corner monuments were not placed as a part of this survey,unless otherwise noted. +rR 6RffC1/1 \\ r / / 64.2 3,g 7 +Ta' ETRED12 Certifications on this survey signify that the survey was prepared in accordance with the current existing Code of Practice for Land W /+ZTr pt ;AEC \ \ ' / / Y g k Y P P B � � .J � Surveys adopted by the New York State Association of Professional Land Surveyors,Inc.The certification is limited to persons for W � / / / \ 4'PYC PIPES_ TAD o whom the survey is prepared,to the title company,to the governmental agency,and to the lending institution listed on this �m!AI�NAC�E 62.7 survey. J 3 A!��EE4 TRED20 O ' / + / \ Jf,J�� TRED26�fRED36 TRD1-TRED6 Said certifications indicated hereon are not transferable. _ r +750 TRED12 I-fT n / / /+T�cu i 4� /+$$$22 �--� /( 1 \ 920 Z j TREO2 / / /+66.8 ,` �_ 63.8 TREC7 JQ 3 .1a TRED2 5 2 +'TRED24 62.5 W DED REC12 TREC6 NW m= /�0 / 1 tt// O / / / / TR 66.3 TRECty_ REC3�6+,B6R.3 6� 2. 1.8 W 72.6 71.1 / 1 +TR C12 +tTV 6 +TRg lrl[4CREC12 ED20 TREC 0 67.5 TREC 5 1 E Ecu ETR C14 07/28/2021 TOPOGRAPHIC INFORMATION AND TREES ADDED ' W TRED8 T Ct� +.67'3 5 65.4 6510 Lf�p/+4.3 61.4 J O c / REC12TVt 41C 123 +'TR REIT /TRECt 63ECB TREC? _ �,6., 1( qL�J Vt 5�tT-4 Qx �'.�%(I 61.3 06/14/2021 REVISED AWOINER W J I 72 +E7"" 1 1REC78 +TREC+164.8 _ /-�l+TRE14 +62.5 TREC7 pate Revision W. TRED8 TRHC12 /L 64.0 62 9 TRE 10 W J 1 1 TR C63 TREC7 / T-TRECi6+TRECi76�Mll 0o ED7' 6 .51637 2TREC10 Tax Ma : DISTRICT 1000 SECTION 112 BLOCK 1 LOT 12.2& 13 W71 3 TREC14 64. �j'�"$I+TREC72,5 + 72 61.0 .0'.9 TRED70 \`D TREC2�/. TA2EC76 TREC12 TREC12 71.6 / TRED7 ` I \\ /�Q43 \ 61.1 3.0 / `+617 TREC14 ' Z O +D73Z NO TR 601.5 680�TRE \ /5.9 //TREC7 5.0 6R b 1 3EC16 6 7 4.3 TRIED T60.9 REC7 : PINNACLE o Z TREC6 1 1 TR 6 24 T I TRE\>}66 9 /6TRECT8 4'2 TCB TRE 4 TR 1 68. TREC 6 64.6 RECi 637 61, / 62.9 LAND SURVEYORS LLP TR 14 .�6 •3 TREC 16 +TREC1 TREC *TREC 6 \ 2 69.1 EC12 +70.5+ EC8 T EC 15 68., 6 8.0 / + 5.2 l 63 9 t +TR C16�'TREC 12\ \ \ TRE TRECB 67.8 TREC12 TRECt ,��TREC24 +TREC18 I MONUME -- TREC 4 es +TREC12 761.4 z - -' 4I 55 VETERANS HIGHWAY, SUITE I 1 631 .648.9273 I _ FOVDlPo.1 s7TTRECV+T 0�7ftY TR61.8 EC8 I-62.0 / - RONKONKOMA, NEW YORK 1 1779 WWW.PLSLI.COM - - - - - PAV ROA - G 2021 PINNACLE LAND SURVEYORS UP 50.00' - - - �5�RLCaM�L QE JIAy - _ -f O ROAD -L - - - Oljl OH OH OH OH OH OH OH OH OH OH OH _ OH BOUNDARY SURVEY MONUMENT MONUMENT - - - FOUND FOUND MONLMENT FOND a 50.00'S 70.08'00" W S 70.08'00" W 200.00' 0.3Nt09'W 4355 ALDRICH LANE EXTENSION � 0 SITUATE 4-- TAX LOT 9.1 TOWN OF SOUTHOLD M ATT I T U C K LO DEVELOPMENT RIGHTS N D ECEIVE-0TOWN OF SOUTHOLD SUFFOLK COUNTY, NY Date Unauthorized alteration or addition to this survey is a violation r MAY 20, 2021 of Section 7209,sub-division 2,New York State Education Law. SEP NORTH Scale 9 2022 Scale ROAD 1t' = 50' SDUitWW TOM go�r��Trustees Sheet No. ; 1 of 1 ✓ Project No. Copies of this survey map not bearing the land surveyor's vlEw 210149 embossed seal and signature shall not be considered to be a true and valid copy REVISIONS: SCTM # 1000-112-1-12.2 & 13 (ZONE R-80) 8J0 L Q DESCRIPTION: AREA LOT COVERAGE: EXCAVATE: FILL: s, S'C 222,882.0 SQ.FT.J9, 0 " Io�,39L Q 1� PROPERTY: [ 2:44,800 ] 5.1 ac. SQ , [LOT 13 82 SF] � , /V S PROPERTY WETLANDS: 55,944 SQ.FT. 1.3 ac__ LAs�3pp 41 SO BUILDABLE PROPERTY: 166,938.0 SQ. FT. 3.8 ac tj-07P I ° D z \'- - p 2 ► ESTIMATED AREA OF o O �l++sL_ s p p f/ APo^ytMNk„y, GROUND DISTURBANCE: 5000 SQ.FT. Q\ _,+ ` , o / -____ 200 p jRtNto„s�os, -70 ry - 0 EXISTING HOUSE: 3512.7 SQ.FT. 2.10 _ EXISTING COVERED PORCH: 42.0 SQ.FT. 0.02% \- - '�+ - \ _ •� ___coo- -- \ EXISTING SHED: 120.1 SQ.FT. 0.07% Qj _ 7y 131.8 SQ. FT. 0.07/o EX.2ND.FL.BALCONIES ° - - \\ '-- - - -- _-` a` \ PROPOSED WALKWAY: 253.4 SQ.FT. 0.15% 1- g, `N`J PROPOSED NORTH DECK: 261.0 SQ.FT. 0.16% 6 CU.YD. 2 CU.YD. PROPOSED WEST PORCH: 34.5 SQ.FT. 0.02% 3 CU.YD. 1 CU.YD. PROPOSED EAST PORCH: 66.0 5 FT. 0.03% _/ / �• ., ...: - _ J' `,`. _ \ - `\ -- `.\ `\ Q• 3 CU.YD. 1 CU.YD. O ,�/ ,-.�'-_- -�`:..`-- `\ - v:%.,'...• '.: �_ ---' /� � _\\ \�\ ` TOTAL: 4421.55Q•FT. 2.62% 12 CU.YD. 4 CU.YD. �j /;' -_1' _�-- -- _-- - _ 'a \\ \` - n METES&BOUNDS BY: PINNACLE LAND SURVEYORS LLP SURVEY DATE: MAY 20,2021COAW lo— EATIO 1. ION HAZARD LINE AS DEEPICTED ONAL OCOASTAL EROSION HAZARD ' / _—_—_+_—'___-re ia_Ne_ - - —� AREA MAP TOWN OF SOUTHOLD //—— _—_ 6'__ % — ♦ •\ If PHOTO No.59-529-83 SHEET 1 OF 49bi '/ / - _-/- - -___- \ •\ 1 r _ r+'__--\ / rRu Eo NOUft / _ - I ,-`-�l_- 1 ` •- _'`♦ \/ AAcp” - ' /---- -- ! E: -`� 1 !' COASDEPICTAL RROSIONON HL ZARDEROSINE AS N HAZARD ' ` - -/ AREA MAP TOWN OF SOUTHOLD WR<H RED \ ImNc ',\ - / 1 qs°j ' o I "� AocArioNl 'I -- PHOTO No.59-519-83 SHEET 1 OF 49 1 —_/\\\ `\ •- \\ `\ V }NE,FL ry FPAMED HOIIif ` \ \ `\ ,...•. ....y `\ e - _ - \\ 1 AT O ♦\ \ / `\ `\- 1 fx. m I \\ \ ,. \ EvRocseo xNo fE \ / \ ♦ \ 1 1 bbb 4A0.ALE / \!\ ' / ` \ _ _\� a �\ , `♦ \ \ --_- \ ` A\ ' 1\ '1 ` \♦♦ \ xas I 1 , `\ \�- /' \fir\ -�/ / `� `\ / / / 1 \ !�""�"/'1, i{FI7-,+� F,�•I \ 1 SO DS U ---- CU cj V. �p rA CIO 00 vv (�� _ / //, ; // i ; ;\ ,, ,/ //, /'�, n 1, 11 ; ,/, , ,\I 1 _ ,, ,, APPROVED BY BOARD OF i tRUSTEES H -' o ---- pd,; d.,' ; ; TOWN OF SOUThOLD \•f \nom -:�`•��----\•' ,' ,' ; v) Az ,/ I 1 1 , 1 , O �- /'� , I ' hRU 1 1 ' 1 _ `` \ a\ , 'rt /1 / ' ; I f/�!// i II ; DATE W!�a n ,,^^ 7pOATRANCr/ �• I 1 1 �' -' p X Sp.01 ppp f °Hr —a \ \ \ f +, \ -y.' +�•. / ( �p O e- 1 \• -- AN s, 0 p8, f��-_ ;�. \+ 1 Sp p! pp ► f�oF IA OR 8?0 0 +` \ S ``\A\ \ 1 Op \ 7Qo �, 1 f S 7p0 08' p p Op "�c ` " Q x ZiJ ,s ' y! SCALE: 1 - 5 0 0 E C E 1 V E PLAN- DRAWN: MH/MS tt — tit II — t- It 1 ..SCALE. 1 - 50 -0 DSALE: JOB#: SEP 8/22/2022 S E` — 9 2022 SHEET NUMBER: Southold Town Board of Tn/stees .. REVISIONS: 8j0 L p tvG S� Os,, S L F � SO \ �o 231 200 00APPARENT ATpR CINEO5120i2027 07 \ A _ M \ \ \ \ \ o \ \ / / \ / •:•` — — / \ of O \ / / — — _ — — •••' SILT FENCING wu / / / ` \ - _/— � — — — '– • _ — \ WALKWAY � \ \ •\ 1 \ � �. _ � W / I v PROPOSED DECK CONRETE 62.2' 4.0' \ll!(HOUT COASTAL ERROSION HAZARD LINE AS F=1 — — — _ / DEPICTED ON COASTAL EROSION HAZARD x U / \ AREA MAP TOWN OF SOUTHOLD / / I nc0 16 o ILOCATIONI W I ` ' PHOTO No.59-529-83 SHEET I OF 49 W ? EX.2 STY. U 6' \ / W( FRAMED HOUSE 5.0' J \ \ I " \ "I ACG O Ln \ \ \ I AC❑ I M EXIST.COVERED PORCH PROPOSED ry 2ND EO FL.BALCNY — PORCH / I 1.3' 6.7' 40.7' \ \ 1 \ AC / 2 STYE EX. . N N GARAGE O OAC rl r-+ r--4 a to o ?7.6, +u GRAVEL DRIVEWAY w u GGG cz LI) Do wPR0P0SEwLm*)4h' PARTIAL SITE PLAN CA \ \ \ \ \ \ 00 n \ \ I "' SCALE: 1 " = 30'-0" \ co E-mmll SU ER O I DS 1 / 5 \ . ♦ \ — — - / / r.�T�„Q�, {�• ., , E C E I V E DRAWN: MH/Ms SCALE: JOB#: SEP — 9 2022 8/22/2022 SHEET NUMBER: Southold Tbw,n Board of Trustees S-2 REVISIONS: I it 1 11 LILA 11 1 1 IY�l - - O F--�1 M--�i �n F-i O F-�--i F-I NEW OH DOOR i `� (SEE PLAN) NEW OH DOOR (SEE PLAN) O W PROPOSED SOUTH ELEVATION w SCALE: 1/4" = V-0" z Z Z U U U Q H Q � 0 M O c-1 m °v o� v T2 u N � � CC � W W U O uu ul N C E IV E x S E P — 9 2022 Southn!d Town ' Board of Trustees Lim ., :: ,Ys � `b►i MM �b� � �'•� �"� �� DRAWN: MH/MS SCALE: EXISTING SOUTH ELEVATION �'' `' '� JOB#: - SCALE. 1/4 — 1 -0 ,r► P,I� , , � r �^�k 8/22/2022 SHEET NUMBER: .01r. I� REVISIONS: i 1 Z � O H Ym - I I III TIFIIT - W I I 111 11 111111111 - - 111111 Hill - - Hill III 1 11 Hill 11111111 Hill 11 Hill " HillO 1111111111 HIM a 11 1111111111 IH__L 11 PROPOSED EAST ELEVATION SCALE: 1/4" = V-0" W V1 0 OW W � W W� W d Z a W u H Q H d � Ov' M O e-I m N 0 o o m � C V Or+ ° `�° v v 00 4 �A �n U N (u E v Li o P-4 E-mq c w r 'i ,tv d O d N V EXCAVATE(MIN 6"FROM TOP OF FOUDATION) EXISTING EAST ELEVA SCALE: 1/4" = V-0" d k DRAWN: MH/MS �'s' :x f•' � '��' SCALE: JOB#: \ 8/22/2022 @; SHEET NUMBER: — 9 2G22 SEP � _ A-2 Southold Town Board of Trustees REVISIONS: [ — 0 t=j, 1IF-7111 " F--f Lil —l. wll AT --I I - - 1-1 -� 1 --1-- -1-1 -1 t- 1- - - -- - 1- --1 -t -1 I -1 l-t1 I - F T- - - 11, - O Q Q PROPOSED NORTH ELEVATION p SCALE: 1/4" = V-0" Z w � W � z a W � � � Q H O � M d' O c-a M N wrt 0 011 .5 v O M ti 7� +j p, v v d V V m Lnv ti d+ vim^" Cn u u v N � w3 W u O d nil � - N GE x �i SEP - � 2022 So��hnld Town 1301rd of Trustees EXCAVATE(MIN 6"FROM TOP OF FOUDATION) �7 n — RT—W/6V4 �C►� J"s i `��' DRAWN: MH/MS SCALE: JOB#: 8/22/2022 SHEET NUMBER: i A- 3 REVISIONS: ALI IL 444O F--� — Ti ' ` H ' , Oi ' I I I A I I I I I I I I I I I I I I I I I I I IF—� I 14TY1 I I I I I I I I I I IJYTY-r� I I I I I I I I I I I I I i I I I I L I I I I I I I I I I PROPOSED WEST ELEVATION SCALE: 1/4" = F-0" O r� w O W � W W w u H Q H d M 'Cf O e-I Nv G m � O X ° m +� r 0"V w � cu i ° 40 m Q. Lr) U 011 Ul 00 a N 0 W LE-11 W u O N � _ 11E [[) U S E P - 9 2022 Soutnold Town EXCAVATE(MIN 6"FROM TOP OF FOUDATION) Ooard of Trustees EXISTING WEST ELEVATION SCALE: 1/4" = 1'-0" r,� Q'^ '/ DRAWN: MH/MS + SCALE: s `'✓ . r `` «� " �i6 JOB#: 8/22/2022 SHEET NUMBER: .0 Ir a�Cb A-4 REVISIONS: 1 SUMP AND i i E SUMP PIT ............ ...... b I �I F' I 2I EXISTING BASEMENT FI LACE 7-0'BLOCK WALL(TYP),CONC SLAB EX.BEDROOM FOUNDATION c, >< WET BA0. /� ....• mI I Q ....... ....... w I I EX.(B)2%B GIRDER "-----, EX(B)iX8 GIRDER : : EX.(3)2%8 GIRDER x� EX.DINING WATER HEATER •I I BLT EX,LIVING ROOM EX.CRAWL SPACE FU Im' O I 5-0 EX.CRAWL SPACE IN 1 RNACE g E%W12%27STEEL—GI0.DEA I E%.W12%405TEEl GIRDER —.—.—. . EXIST. �, — — — — — — — — OTANK I Iry SERVICE ,,1T,H �I WATER TREATMENT ( ,... EN EX,BATHI 1 O O O AI0. LER I IV _ ....._ 5',0"1 WALL• Y-0'h WALL O -OU o I I TANK �I �I EX.CRAWL SPACE EX.ENTRY wI I EX.BEDROOM I EX.12)2X10 11.0. OEX.PORCH D EX,LNDRY EX FI®16"OC EX.PANTRY O HALL AL ,HA EX,CRAWL SPACE rT1 EX.(2)2X10 HD0. • I I I 1 EXIST. 1 MUDROOM 1 O 1 1 1 _---------- -B"CONC.WAIL I� ® O E C EX,BATH L,I HALFF . AL ATH EX W12X40 STEEL GIRDER 11 •—•--- •—•—•---•—•-----•—•—•—•—•— ---.—.— —O EX.GARAGE EX.GARAGE ............... ......................... EX.STORAGE EX.STORAGE - W z � o z EX.(2)11-7/8 ML HDR EX.(2)11.7/3 ML HDR O rTl BUILT IN SEAT W O EXISTING FOUNDATION PLAN w Z EXISTING 1ST. FLOOR PLAN SCALE: 1/8" = 1'-0" SCALE: 1/8" = 1'-0" U 0 w EX.MASTER BATH EX.3X10 Cl AI6"« Z O v I EX.MASTER BEDROOM M O UNFINISHED ATTIC F%.2%10 Cl elR'OC EX.WALK-IN CLOSET v m cn ai v O En O rrl It >; cap � -� z Ll)00 v Ln U r °' N EXING ISTv B LIBRARY/OFFICE .o W o K S _ FX 7X10[1 rm16'OC H E L V M E S N "OPEN rO TO V J BELOW N N 94 Nm x EX.BEDROOM s-laxnan POWER AM EX.LIVING ROOM ® EX.KITCHEN • .� EX.WALK-IN .p!" t � � 4v CLOSBATH ¢ DRAWN: MH/MS SCALE: `J .� � �; „�f'' JOB#: 8/22/2022 OF p 0 E I ��` E y SHEET NUMBER: EXISTING 2ND. FLOOR PLAN SCALE: 1/8" = 1'-0" SEP — 9 '2022 `_` A-5 L8"Itn'limll I _— Board of Trustees 431-611 REVISIONS: 81-611 81-611 81-611 81-611 O p1-61, -6 L O -- --+ v •-- --+ O •-- --+ -- - 1t 1 1 _ 1_ I (3)2X8 ACQ GIRDER , , (3)2X8 ACQ GIRDER , , (3)2X8 ACQ GIRDER , , (3)2X8 ACQ GIRDER , , (3)2X8 ACQ GIRDER , , 12"dia.CONC.PIER i ,CUT OT WALL FOR COLUMN ABOVE OVER 2'X2'Xl'FTG ; INSTALL NEW 24"X12"POURED CONCRETE O - p� MIN.3'BELOW GRADE v 1 'NJ ' WALL,WITH#5 REBAR,HORIZONTAL TO ' LEDGER BOARD TO BE FASTENDED ON UNDISTURBED SOIL ¢ ' TIE INTO EXISTING BLOCK FOUNDATION "X12"POURED CONCRETE °' 1 TO BI�ILDING WITH TIMBERLOK® CUT OT WALL FOR COLUMN ABOVE INSTALL NEW 24 x � � @12"OC.DAMPPROOF EXTERIOR AS REQ. SELF-COUNTERSINKING SCREWS WALL,WITH#5 REBAR,HORIZONTAL TO TIE INTO EXISTING BLOCK ^' I WALL PORTION TO BE INSTALLED ON BY O�YMPIC MANUFACTURING FOUNDATION @12' D.MPPROOF EXTERIOR AS REQ.WALL PORTION TO BE 42"X42"X12"CONCRETE FOOTING 2 SCREWS @ 32"O.C.) INSTALLED ON 42"X42"X12"CONCRETE FOOTING ON UNDISTURBED SOIL ;� ON UNDISTURBED SOIL 1 1 1 1 1 I I I J 1 � I 1 1 I 1 t JSUMPAND �- --------i SUMP PIT Lu I o Q o 0 1 1 o Q o 0 1 1 I 1 I _ _______I_ Q QFI,E�OIL ELTANK FUOIL TAIJ \ ® I 1 �--1111-I � • Ln 1 EXISTING BASEMENT 4n SOLID CORE DOOR w/ T-0"BLOCK WALL P. ,CONC.SLAB WEATHERSTRIPPING IIII I AND DOOR SWEEP �_ IIII 1 3'-0" FIREPLACEREMOVE EXISTING DROPPED u 1111 1 FOUNDATION (3)2X8 GIRDER AND INSTALL ¢ (3)2X10 FLUSH GIRDER - 00 x II11 I 1In1 OVERLAP EXISTING AS REQ. `„ IIII I 1 � IIII 1 L- 1 1111 I O I I 1 I �1 \ 1 1111 1 2X8 ACO,--IMI-1- _ @16"OCI Inl 1 ; 1.0 WATER HEATER FRAME STAIRWELL I un 1 1 2X6 STUD WALL EX. CRAWL SPACE 111 I O 1111 I a 1111 I EX. CRAWL SPACE EXISTING STEEL W IIII ' FURNACE COLUMNS UNDER 1 IIII 1 ABOVE(VIF) c7 ' a1111 1 L U 1111 1 1 ¢ nn I h 00 1111 1 r_, • - - - - N W o TANK _WELL SERVICE x iiii i E—{ WATER TREATMENT - illl I l n1I I F—i 1111 1 ® ® AIR LER 2X4 WAL UNDER STAIR -------;- I ' H - - - - - - - - 4/—ZL— - - - - 12"dia.CONC.PIER J 5'-0"h WALL 5'-0"h WALL 41-0I' OVER 2'X2'Xl'FTG MIN.T BELOW GRADE Cy TANK ON UNDISTURBED SOIL Lu O F--i F•--1 EX. CRAWL SPACE Q Q EXISTING PORCH z ----------------------------------------- w � w � zzw H a � W u H u Q H a EX. CRAWL SPACE Q M 12"dia.CONC.PIER PROPOSED FOUNDATION PLAN MIN.3'BELovY BEL W FTG OW GRADE N SCALE: 1/411 = V-OII ON UNDISTURBED SOIL i-----= X m y all• 1 co rn r� o 1 , 1 -,-Irl--' ^ u 0 1 I IU) cuE 111 (� Q1 y 111V o 00 � � III 2X8 ACQ DJ„ v @16"OC m .2 1 I .2 III co �Lr 1 Illx r ' I llln' U) v m ++ 1 Illry It \'o - 1 III" MC E 41 o w � 111 , 4'-6" w d u O d N N EX. GARAGE -A ti DRAWN: MH/MS SCALE: JOB#: +..,.+„__.... •- 8/22/2022 EC E 11 E SHEET NUMBER: n r Y Fri i SEP - lt�l 5 202-2 A-6 - Soul,dd iown Board of Trustees REVISIONS: ----------------------------------------------------------------------------- NOTE 43'-611 GENERAL CONTRACTOR TO REVIEW AND INSTALL FOLDING DOOR PER INSTRUCTIONS BY MANUFACTURE.CONTACT MANUFACTURE FOR ALL INSTALLATION RELATED QUESTIONS[1-800-888-70201. ISLAND PROPOSED DECK PATIO ON GRADE COMPLETE ALL WORK AT 2ND FLOOR AND ROOF PRIOR TO INSTALLING DOOR UNIT TO REDUCE DEFLECTIONS AND IMPROVE PERFORMANCE. 1�01 GC TO CONSULT WITH INSTALLATION PROFESSIONAL FOR INSTALLATION R311.7.1 WIDTH R311.7.8 HANDRAILS ol EQ EQ 11 CONCERNS OR QUESTIONS. STAIRWAYS SHALL BE NOT LESS THAN 361NCHES IN CLEAR WIDTH ATALL POINTS ABOVETHE VERIFY WITH OWNERS GLASS OPTIONS(BID SMART SUN,WITH HIGH PERMITTED HANDRAIL HEIGHTAND BELOW THE REQUIRED HEADROOM HEIGHT.THE CLEAR WIDTH HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ONE SIDE OF EACH FLIGHT OF STAIRS WITH 102 PERFORMANCE SILL.VERIFY ALL OPTIONS PRIOR TO ORDERING) OF STAIRWAYS ATAND BELOW THE HANDRAIL HEIGHT,INCLUDINGTREADS AND LANDINGS,SHALL FOUR OR MORE RISERS. EXISTING EXISTING O O Q ""' VERIFY HEIGHTS AND ADJUST AS NECESSARY PRIOR TO ORDERING WITH BE NOT LESS THAN 31'/2 INCHES WHERE HANDRAIL IS INSTALLED ON ONE SIDE AND 27 INCHES R311.7.8.1 HEIGHT HEADER,PLATES, ETC. WHERE HANDRAILS ARE INSTALLED ON BOTH SIDES. '� C-9 4-1/2X4 1/2X1/4 1 11 ALLOW 3/4"ROUGH OPENING IN WIDTH AND HEIGHT PER MANUFACTURE (3p1 HDR 4-1/2X4-1/2X1/4 INSTALL NEW W24X229 STEEL HEADER TUBE1/2XI STEEL 4-� (ADIUSTR/OFORNECESSARYFLASHING). R311.7.2HEADROOM HANDRAIL HEIGHT,MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD TUBE STEEL NOSING,OR FINISH SURFACE OF RAMP SLOPE,SHALL BE NOT LESS THAN 34 INCHES AND NOT TbP OF W DOWS TOM TCH D OR COLUMN ROUGH OPENING TO BE LEVEL AND SQUARE.GENERAL CONTRACTOR TO THE HEADROOM IN STAIRWAYS SHALL BE NOT LESS THAN 6 FEET 81NCHE5 2032 MM MEASURED COLUMN D I TAKE INTO CONSIDERATION,PRIOR TO INSTALLATION AND BIDDING, ( ) MORE THAN 38 INCHES. w VERTICALLY FROMTHE SLOPED LINE ADJOINING THE TREAD NOSING OR FROMTHE FLOOR 1 LL- 1 3X3X1/4 BEAM SIZE,WEIGHT AND HANDLING AT 10B SITE. (HEADER TO BE NO SURFACE OF THE LANDING OR PLATFORM ON THAT PORTION OF THE STAIRWAY. R311.7.8.2 HANDRAIL PROJECTION Z TUBE STEEL 1 , MORE THAN 1/16"DEFECTION L/700(NO SUBSTITUTIONS) LuCOLUMN STEEL COLUMN BASEPLATE TO BE IN DIRECT CONTACT WITH CONCRETE R311.7.3 VERTICAL RISE HANDRAILS SHALL NOT PROJECT MORE THAN 41/2 INCHES ON EITHER SIDE OF THE STAIRWAY. REMOVE FIREPLACE HEARTH — — u u -I FOUNDATION(SEE FOUNDATION PLAN FOR ADDITIONAL WORK. AND CUT BACK AS REQUIRE x/ O� - < m 1 p J - A FLIGHTOF STAIRS SHALL NOT HAVEA VERTICAL RISE LARGERTHAN 151 INCHES BETWEEN FLOOR R311.7.8.3 HANDRAIL CLEARANCE ^ ¢ `O Q 1 1 - LEVELS OR LANDINGS. X I HANDRAILS ADJACENTTO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 11/2 INCHES BETWEEN LL ^ u v �-y M R311.7.5.1 RISERS I J ^ Ce M I w O C THE WALLAND THE HANDRAILS. EX. BEDROOM No. 2 % O I ^I o o "' ' ' I`r 0.9611 THE RISER HEIGHTSHALL BE NOT MORE THAN 81/4 INCHES.THE RISER SHALL BE MEASURED 00 R311.7.8.4 CONTINUITY ALTERATIONS j o n '-' r' } p VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENTTREADS.THE GREATEST RISER HEIGHT NEW WOOD FLOORING ' " +I I I I I W' WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH.RISERS HANDRAILS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT,FROM A POINT DIRECTLY x \ LL 00 Z p _ SHALL BE VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE NOSING OF THE TREAD ABOVE AT ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER OF THE i 1 0 I I I I O I n W w 0-' i AN ANGLE NOT MORE THAN 30 DEGREES(0.51 RAD)FROM THE VERTICAL.ATOPEN RISERS, FLIGHT.HANDRAIL ENDS SHALL BE RETURNED OR SHALLTERMINATE IN NEWEL POSTS OR SAFETY iX v 1 1 1 1 v 1 X 0 0 z 1 1 � _ OPENINGS LOCATED MORE THAN 30 INCHES,AS MEASURED VERTICALLY,TO THE FLOOR OR GRADE TERMINALS. II�EMOVEEXISTINCPI V VERIFY EXISTING OLUMNS. w w v , , �p BELOW SHALL NOT PERMIT THE PASSAGE OFA4INCH-DIAMETERSPHERE.CLOSE O F I Z Z } , , W24X229 LL, IR WALLS INST L O Q R311.7.8.5 GRIP SIZE OPENIN x �� �j 4 MINIMUM HSS 4 XI/4 L"Z , , EW 3'h RAILING w F" �4a' , , N (+/-57251bs.) R311.7.5.2 TREADS ' TUBE STEEL COLUMN �+ 1 L — — — — J I �— O O � � REQUIRED HANDRAILS SHALL BE OF ONE OF THE FOLLOWING TYPES OR PROVIDE EQUIVALENT h UNDER EXISTING IRDER x I- c , , THE TREAD DEPTH SHALL BE NOT LESS THAN 9 INCHES.THE TREAD DEPTH SHALL BE MEASURED o"' �. , , GRASPABILITY. BOX IN AS REQUIED X v w , , HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF ADJACENT p c d V I 1 I CONTINUE DOWN TO PROPOSED LIVING / DINING ^g a z TREADS ANDATA RIGHT ANGLE TO THE TREAD'S LEADING EDGE.THE GREATESTTREAD DEPTH TYPE I.HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF NOT '� O I 1 FOUNDATION I FORMER KITCHEN Uw �� i 1 WITHIN ANY FUGHTOFSTAIRSSHALL NOT EXCEED THE SMALLEST BYMORE THAN 3/8INCH. LESSTHAN 11/4 INCHES AND NOTGREATERTHAN 2 INCHES.IFTHE HANDRAIL IS NOTCIRCULAR,IT O ' I ¢ SHALL HAVE A PERIMETER OF NOT LESS THAN 41NCHES AND NOT GREATER THAN 61/4 INCHES AND ' 1 N , , 11 R311.7.5.3 NOSINGS ' _ _ _ EXISTING BEAM _ ' _ _ _ _ _ _ _ ' _ _ EXISTING BEAM Lu J , , 3.1 A CROSS SECTION OF NOT MORE THAN 21/41NCHES.EDGES SHALL HAVE A RADIUS OF NOT LESS 5'_01/2" 21-9" EX. 12X27 STEEL GIRD 1 EX.W12X40 STEEL GIRDER G Q NOSINGS ATTREADS,LANDINGS AND FLOORS OF STAIRWAYS SHALL HAVEA RADIUS OF THAN 0.01 INCH. ��t"" I CURVATUREATTHE NOSING NOTGREATER THAN 9/16 INCH ORA BEVEL NOTGREATERTHAN 1/2 9 , a INCH A NOSING PROJECTION NOT LESS THAN 3/4 INCH AND NOT MORE THAN 11/41NCHES SHALL TYPE II.HANDRAILS WITH A PERIMETER GREATER THAN 61/41NCHE5 SHALL HAVE A GRASPABLE Z 6" I I I W 1 , BE PROVIDED ON STAIRWAYS.THE GREATEST NOSING PROJECTION SHALL NOT EXCEED THE FINGER RECESS AREA ON BOTH SIDES OF THE PROFILE.THE FINGER RECESS SHALL BEGIN WITHIN w EXISTING BATH RELOCATE BULDUPWALL I I o I I SMALLEST NOSING PROJECTION BY MORE THAN 3/8 INCH WITHIN ASTAIRWAY. 3/41NCH MEASURED VERTICALLY FROM THE TALLEST PORTION OF THE PROFILE AND HAVE A DEPTH x DOORSED AND CREATE , , OF NOT LESSTHAN 5/16 INCH WITHIN 7/8 INCH BELOW THE WIDEST PORTION OF THE PROFILE. W ALTERATIONS 1 1 r+ o PROPOSED KITCHEIiI I I ' 6„ REQUIRED NEW ARCHWAY 1 1 3X3X1/4 � � EXCEPTION:A NOSING PROJECTION ISNOT REQUIRED WHERE THE TREAD DEPTH IS NOT LESS THAN THIS REQUIRED DEPTH SHALL CONTINUE FOR NOT LESS THAN 3/81NCH TO A LEVEL IS NOT lFORMER LIVING ROOM�� I I I TUBE STEEL ' ' 11 INCHES. LESS THAN 13/41NCHES BELOWTHETALLEST PORTION OF THE PROFILE.THE WIDTH OF THE LL li a\o 1 COLUMN R311.7.6 LANDINGS FOR STAIRWAYS HAN DRAI L ABOVE THE RECESS SHALL BENOT LESS THAN 11/4 INCHES AND NOT MORE THAN 23/4 n ' - n - - - - - - - - � INCHES.EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 INCH. ^� ' O I THERE SHALL BE A FLOOR OR LANDING ATTHE TOP AND BOTTOM OF EACH STAIRWAY.THE WIDTH E. ' 1 () x 1 _ PERPENDICULAR TO THE DIRECTION Of TRAVEL SHALL BE NOT LESS THAN THE WIDTH OF THE 1 " FLIGHT SERVED.FOR LANDINGS OF SHAPES OTHER THAN SQUARE OR RECTANGULAR,THE DEPTH ____ NEW FALSE BEAM o 1 1fj AT THE WALK LINE AND THE TOTAL AREA SHALL BE NOT LESS THAN THAT OF A QUARTER CIRCLE -' O O WITH A RADIUS EQUALTOTHE REQUIRED LANDING WIDTH.WHERE THE STAIRWAY HASA 1 +I W 0 '00O 1 '3 ' STRAIGHT RUN,THE DEPTH IN THE DIRECTION OF TRAVELSHALL BE NOT LESS THAN 36 INCHES. wc = c c M ^ W X i EXCEPTION:A FLOOR OR LANDING IS NOT REQUIRED ATTHE TOP OF AN INTERIOR FLIGHT OF F-,—Tv = STAIRS,INCLUDING STAIRS IN AN ENCLOSED GARAGE,PROVIDED THATA DOOR DOES NOT SWING � � `\?' ,x1 OVER THE STAIRS. EX. ENTRYX I WET SPACE EX. BEDROOM No. 1 W' BAR ® MINI Q ' MINIMUM ALTERATIONS I .1 4"MAX. NEW WOOD FLOORING Z — r _ = CLOSE OFF , N ~ OPENING NEW PANTRY t1 11 HANDRAILS REPLACE EXISTING 3 -9 4-1 4'-101/2" 1 ' DOOR ' EX. (2)2X10 HDR 4" DIA. MAXIMUM ° II - - - -'- 101 100 lot PAINTED 19'-9'/z" 5'18'/2" EX. PORCH `11'/D SQUARE CN BALUSTER ❑ ALTER N V1 O LTER —nl Z BALUSTERS Z EXISTING EXISTING EXISTING EXISTING _ i cv/11% %0 OPEN BALUSTER ATTACHED TO WALLW OD-1 M 16" EXISTIN WINDOW W TO BE REMOVED W CLOSE OFF OPENING HANDRAIL CONNECTION W z Z ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH z O STAIR RAILING OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS x U SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN L� EX. HALF �n WINE STORAGE FINISH AND SNLE CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL w 'U" [�i w (REFRIGERAT D) TO BE CONFIRMED PROVIDE AN EQUIVALENT GRIPPING SURFACE � l BATH FORMER PAN RY WITH OWNER V Q ALTERATIONS p4 Q EXIST. _ - - - - - - 0 HALL M MIN.STAIR WIDTH:3'0" TREAD FINISH TO MATCH FLOORING MAX.RISE:8-1/4" (VERIFY w/OWNER) PROPOSED 1ST. FLOOR PLAN EX. (2)2X10 HDR MIN.TREAD:9" SCALE: 1/4" = 1'-0" i 9"TREADo It �� �' STAIRAND \ n 1 u n " cV 41 RAILING TO STRINGER '''� 1 � o 11 1 11 n " BE UPDATED 11 1 11 11 ,1 1 (Tl'P) L� 11 1` -lY 1 FINISHED x -------- u , CEILING PAINTED is o --- ------ o RISERS Q x o OPEN ---------- ' 1 TO � FIRE BLOCKING Z PROPOSED _ LO ABOVE --"-----'- i 1'OSING o v V 00 o a, o ---------- a� Q STAIR �✓ u STOOP x , x TREAD AND RISER FINISH o vl � Q" m 1 m TO BE CONFIRMED 1 1 ^ \ ---- ---- ^ co _+1 / WITH OWNER Lr) U 1 1 r 1^ t- --` - ----- v \ Un , 1 � / \ 00 a� ' 'x EXISTING EXISTING \ 1714 fi] EXISTING -- ------------ 6'-8"CONC.WALL VLRIF7TFqDE ' (MIN. (3) ----- ------------ I 4'-6" (~ 1 O u LIQ LL 1 J KAW/ m� Qao '�EX. BATH 0 x I W INSTALL HSS 4X4X1/4Em� m p m TUBE STEEL COLUMN [� GYM I z UNDER EXISTING GIRDER FORMER GARAGE v 7 3'-6"X3'-6"Xl'-0"CONCRETE (HEAT TO BE ADDED) '< Lu FOOTING REINFORCED IZ w/(4),#5 REBAR each way P4 11 BATH 1 1 I I I EXEX8d101Sk1D311-,I M GIRDER I I - - — - — - — - — - — - — - — - — - — - — - — - — - — -�— - — '— - - '— - — - — - — - — - — - rY+ 1 , 23'-13/4"± ---- 11'-4'/4"+ ------- --- ---- " ----------- ;--------°--------------; ---- 1 -- EX. STORAGE EX. STORAGE LL 1 1 I° +1, � ----------- NEW TILE FLOOR i i i -' q _ �"f ,•+��'!�p� Nh ----------- i bo O oo'Q i x�► •s � 4 ti ' 'A DRAWN: MH/MS ,V �fS Ze SCALE: M ^ ; �+ 11 E JOB#: 1 1 1 N J 1 8/22/2022 1 ' ' Z ' ' f — ��? SHEET NUMBER: ry Ei ._..._ EX.(2)11-7/8 ML HDR EX.(2)11-7/8 ML HD .0 Z ..r'•• r ^�SP ISTING A- 7 EXISTING 105 105 { e_— illruuiUlJ tU1r Board of Trustees REVISIONS: o BUILT IN SEAT 0 EX. MASTER BATH EX.2X10 CJ RI)16"OC c 1= z EX. MASTER BEDROOM Z SHIPLAP TO BE INSTALLED ON 2 WALLS O REFINISH FLOORS UNFINISHED ATTIC w EX.2X10 CJ (a?lb"OC tlz EX. WALK-IN CLOSET Z 0 INSTALL NEW CARPET /H I I I I W W W � Z z I W � I � U � zl EXISTING w U H 5i 51 LIBRARY/OFFICE FJ Q h VAULTED WOOD CEILING Q I zl M EX.2X10 CJ fa?16"OC I I I I NEW RAILING PROPOSED 2ND. FLOOR PLAN I I i I I 1 0 I I I I I I H V-0" I I I I I I I SCALE: 1/4�� = 1 -0 UPDATE STAIR N o I I I I I 1 I—I XLn I I I 1 i 1 co fo o N TO ------ ..a p v x OPEN Ln L \ BELOW --�- -- LL o I ------1--� 5 X N N (•,J m r EXISTING CATWALK ABOVE TO E r 00 EMOVED.CEILING TO BE OPEN 7fO ARP - -- C4 0W � OPEN UP WALLS REMOVE€XISTIN6 CIRCULAR STAIR (VIF WALL ABOVE) I L — — — J (2)2X10 DF#2 FLH— US ' u — — — — — J LU _ O IZ J ___ __ uj U Q _-____-____ IIO O NN IX O ___________ �^ -' EX. BEDROOM 1 x NEW WOOD FLOORS ------------- Ln _-_________ EXISTING BEAM 5-1/2X11-1/2 POWERLAM --------- --------- _ __----- Y y�K�n EX. LIVING ROOM � :y' w`� ,...* ` 10 O WET BAR 7 �► .: 11 , FORMER KITCHEN v a�! �� DRAWN: MH/MS x SCALE: R Nr��. .tat*. W EXIST. EX. WALK-IN ��.. -__ �� JOB#: BATH CLOSET 8/22/2022 ALTERATIONS SHEET NUMBER: L UNDRY � ROOM c O SSP ` 9 ��� ALTERATIONS L--- A- 8 SOUL lo!d Town Board of Trustee s REVISIONS: 12 12 II I r______________________________________i r_____ —______� —____ _——________- I I I I I 1 I _�_———— — ———————— 1 1 I 12 I 1 I I 1 11 1 1 I , I I 12 I I I I I I I I I I I ' I 1 I I I 1 1 I I I 1 I I , I , ' I I , I I , , I -_________- I I I I 1 I I , � � I _________ I I � 11 I i I I 11 I � I I 1 ——_________ ________________• •____________________+ I 1 I 12 ' l ' ——————————— I 1 1 I 1 --—-——-----——— i I I I i I 1 12 , 1 I I ------------——-__ _________ I r r i __ ___________ I I I ' 11 I I i t I i 1 _— I 1 1 ' f—�—————————————————————————————————————————————————————————r---—-—------—--- 12 I1 I 1 •_________________________________________ --I ------—--------— -----------———--_ ' I I I I I 1 1 11 I I 1 1 I ' I I I 1 I I I I 1 I I 11 I 11 _______________________________________________________________________________- w 12 O z I 1 I W I I I I 1 I I I 12 Q H i I I I I ' I ' I , I I 1 I I 12 1 Iw' 12 V C) O 12 1 I 19. c.;,, .... V ROOF PLAN -� 1� �� ; w SCALE: 1/4" — 1t-0" v �, T I I 12 to U m --------------------- -------------------------------- -------------------------------- ------------------------------------- t -I It ------------------------ ------------------------------- -------------------, •---------- -------------------------- °° '° 1 I I 1 I i o W 12 12 ' � 1 I ' I ' 12 I I I O I 1 1 1 1 I I I I _ _ , 1 I N 1 1 I i 1 I ' —— —————————— ' .———————————- ' I 1r— I I I I I I I , qq� I'�+ �� .{y��� 1 f-ylf• �d 12 I I , yt• r"'Yi'.,�j�IwY� j �Y it 1 I I 1 1 I ff::11TT"" I I I I I I I 1 I I i ' 12 12 ' 1 5 Y ' 1 I 1 1 I I I ,'� DRAWN: MH/MS .t. �'.OlQ IE SCALE: I I I ; "�+'•,^1.r,r ^ JOB'11: 8/22/2022 I 1 1 I 1 1 I I I I I I I I SHEET NUMBER: ` ———--—————-- `————————————— ————— -——————————————————————————————————————————————————- `——————————'_—--——---—-—------'' `------------------ ' 1 I -------------------------------------- -------------------------------- -------------------------------- ------ --------------------------------- A-9 REVISIONS: 3 3 3 11/4 1 1/4 1 1/4411/4 11/4 1 1/4 1 1/2 11/4 F, 11/4 1 1/2 11/4 SINK o LAV. W.C. LAV. W.C. LAV. FW.M. SHOWER BAH SHOWER 3 11/4 11/2 11/2 3 11/4 1'-13/32" 1"114 2 . . 2 t 1/4 I C.o. COI 3 2 I C.O. \ ST EL HEADER 3 17 3 EXISTING FLOOR JOISTS EXISTING FLOOR JOISTS (V r 11-41/2"+ EXISTING STEEL BEAM 3/a"R/O 24'-0"FOLDING OUTSWING FOLDING _ 1 t/a 1 t/4 DOOR BY ANDERSEN " NEW HSS 4X4X1/4 11/4 11/21) 1 1/4 1 1/4 1 1/4 11/2 1 1/4 11/4, 1 1/4 1 1/2 1 1/4JI2BIG DOORS SERIES Z. r,n TUBE STEEL COLUMN ` (BOX IN) CIOo LAV. LAV. SINK SINK a LAV. LAV. o LAV.W.C. W.C. W.C. 13" D.W. W.M. F.A.I. BATH SH WE ADD SOLID BLOCKING BETWEEN EXISTING JOISTS UNDER NEW 2 11/2 1 t/2 3 11/4 2 3 BIFOLD DOOR SYSTEM REMOVE GIRDER AT STAIR 3 2 C.O. 1 1/4 1 1/4 C.O.I 1 1/4 I C.O.Ila C.O.I 3 INSTALL(3)2X10 UPSET 1 1/4 3 3 IC.O. ICO 5/4 DECKING 3 3 3 3 2X8 ACQ @16"OC EXISTING FLOOR JOISTS EXISTING FLOOR JOISTS (3)2X8 ACQ GIRDER I ,. �;. l 12"dia.CONC. t ,a „v PIER ►�., w1 'v 0'. 4 • �,d p n1 0. ..'. ...a,• � ..'�O ,',. PLUMBING SCHEMATICSLOPE" 1/4" PER FOOT PITCH TO DRAIN TOAPROVED - — - — 2X2'Xl' EXISTING CMU r ''i. SCALE: NOT TO SCALE 4"C.I. SEPTIC SYSTEM CONC.FTG. 00 r EXISTING TRAP HOUSE CMU NE V WALLS TO O SURROUND STAIRWELL.' EXISTING SLAB CROSS SECTION Q SCALE: 1/4" = 1'-0" Generated by REScheck.-[Afeb Software V C 0 11 31 i a ce Certif ice i Project WORCESTER HOUSE ° � O W o Energy Code: 2018 IECC W Location: Mattituc , New York � 2" 2" p4Z Z Construction Type: Single-family w Project Type: Alteration2" 2" O o O Climate Zone: 4 (5331 HDD) 0 0 0 o O 2" a Permit Date: w U H Permit Number: U, Q O O ® ® ®ce C Construction Site: Owner/Agent: Designer/Contractor: FASTENERTYPE: SPACING: O `� 4355 ALDRICH LANE EXTENSION No.8 WOOD-SCREW MATTITUCK, NY BASED ANCHOR WITH 16"OC r tin.EMBEDMENT LENGTH No.10 WOOD-SCREWS cc BASED ANCHOR WITH 16"OC 0 tin.EMBEDMENT LENGTH _ _ E n.dia.LAGSCREW `A tm N I 1 k4p`4tl :s!l ,1 ; M ! - ED ANCHOR WITH 16"OC li „Iel '. FI� i ''�f EMBEDMENT LENGTH ® ® 9C 3/4"APA PLYWOOD r'•� CC SHEATHING N v G Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade GRAAPARATSHEATHING rn 4 o OD GRADE PLYWOOD 011 M v (ALTERNATMVE:7/16"O.S.B.) ® ® ®® assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. o m ^ .21 1/2"APA RATED SHEATHING aaC7\ m o GRADE PLYWOOD (ALTERNATMVE:7/16"O.S.B.) ® 0 X o CZ v � EnvelWee Assemblies o o ®® 0000 C4 dq FASTENER TYPE: SPACING: 2X4 DF#2 o �M' ca Q" dv No.8 WOOD-SCREW STUDS `� y_ l a .A .�', fs d �. i • Ai BASED ANCHOR WITH 10"OC "'? ° � Y - - P y - -4; !1 • Y 2in.EMBEDMENT LENGTH tfj U i +� iA+"a. n.�. t : '� j _ 5.• WINDOWSILL cn — ... TYPICAL WINDOW OPENINLG ®® � M - .. ,- No.10 WOOD-SCREWS BASED ANCHOR WITH 12"OC C4 41 GARAGE Ceilincl: Flat Ceiling or Scissor Truss --- ___ ___ _ ___ ___ _ _ PANEL SPAN EQUAL OR SMALLER 2in.EMBEDMENT LENGTH o W Exemption: Framing cavity not exposed. THAN 4 FEET -� 1/4in.dia.LAGSCREW G BASEMENT STAIR WALLS: Wood Frame, 16" o.c. 244 19.0 0.0 0.060 0.060 15 15 BA.EMBEDMENTLESED ANCHOR H 16"oc ®p OO tin.EMBEDMENT LENGTH GYM: Wood Frame, 16" o.c. 1,020 19.0 0.0 0.060 0.060 53 53 TYPICAL DOOR OPENING MULTIPLE PLYWOODASSEMBLiES FASTENER TYPE: SPACING; PANEL SPAN GREATER THAN 4 FEET 2'2X4 DF#2 STUDS CONNECTED 1 r� OVERHEAD DOORS: Solid Door (under 50% glazing) 128 0.020 0.320 3 41 AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL No.8 WOOD-SCREW "W W Window: Wood Frame THAN 6FEET ORGALVIDNUTS BOLTS W/WASHERS BASED ANCHOR.EMBEDMENTLEH 81,OC AND NUTS @ 2'-0"O.C. tin.EMBEDMENT LENGTH 15 0.270 0.320 4 5 TYPICAL MULTIPLE OPENINGS No.10ANCHORWITH U S H G C: O.34 BASED ANCHOR WITH 9"OC O Door: Solid Door (under 50% glazing) 21 0.280 0.320 6 7 PANEL SPAN GREATER THAN 6 FEET 2in.EMBEDMENT LENGTH AND EQUAL OR SMALLER 1/4in.dia.LAGSCREW BASED ANCHOR WITH Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other THAN 8 FEET 21n.EMBEDMENT LENGTH 16"OC calculations submitted with the permit application. The proposed building has been designed to meet the 2018 IECC requirements in WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. N AS PER SEC. R301.2.1.2 NYS CODE: PROTECTION OF OPENING WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" Name - Title Signature Date AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4 OF N.Y.S. RESIDENTIAL CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE. ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. x ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS. SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. Project Title: WORCESTER HOUSE Report date: 05/12/22 DRAWN: MH/MS 1 �, •' 3 ' �' #: Data filenae: Page 1 of 1 �. r ,, -� JOB SCALE: m .01�•t4 8/22/2022 SHEET NUMBER: A- 1 0