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HomeMy WebLinkAbout1000-10.-3-13 OFFICE LOCATION: ®�Ig S® � MAILING ADDRESS: ® Town Hall Annex P.O. Box 1179 54375 State Route 25 0 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY 11971 ® �� Telephone: 631 765-1938 COUNN,`� 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: June 15, 2022 Re: LWRP Coastal Consistency Review for MARILYN ROSENBERG SCTM# 1000-10-3-13 J.M.O. Environmental Consulting on behalf of MARILYN ROSENBERG requests a Wetland Permit for the existing dwelling measuring approximately 14.4'x34.4'with a one-story addition approximately 10.7'x20.6'; existing 20.5'x12.9' screened porch with a 4'x4' exit landing; existing 6.10'x14.4' deck to remain and relocate existing ±3.8' wide by 3.0' long deck stair from east side to north side; propose to demolish the existing one-story addition section and portion of dwelling (project meets Town Code definition of demolition) and replace with a 42'x11.9' two-story addition; install a new concrete block foundation for new addition; remove existing seaward side deck and outdoor shower enclosure; install a new I/A sanitary system and a dry well for stormwater management; the area of the additional footprint is 277sq.ft. and the total area of new construction is 494sq.ft. Located: 1952 Peninsula Road, Fishers Island. SCTM# 1000-10-3-13 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 proposed action is CONSISTENT with the Policy Standards and therefore is CONSISTENT with the LWRP providing the following is considered to further Policy 6. 1. The leaching system expansion area and drywell noted on the survey seem to close to the wetland. Consider relocating. 2. A vegetated buffer is recommended. 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 JUS! 01 2022 I1 1 Alla lic * soumoid Town pp ants for permits including Town of Southold agencies, shall comp ete us nCCAFa rdl 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 BuildingPermits ' and other ministerial pef-mits not located within the Coastal Erosion Haza�d Area. j mats 2- Before answering the questions in Section C, the preparer of this form should review action list, policies and explanations of each policy contained in the Town of1S Southold Waterfront Revitalization Program. d Local beneficial and adverse effects upon the coastal area(which inaction cludes all Of Southill be evaluated as to its si�nif,�ant Southold Town). 3. If any question in Section C on this form is answered "yes" or "no", then the proposed affect the achievement of the LWRP policy standards and conditions contained in the cons'st P p action will review law. Thus each answer must be ex lained in detail listin both su ortin and non- supportin� facts. If an action cannot be certified as consistent with the LWRp policy standards and conditions, it shall not be undertaken. A co of the LVW WRP is available in the followuig places: online at the Town of Southold 's website (southoldtown.northfork.net), the Board of Trustees Office, the Plannin local libraries and the Town Clerk's office. g Department; all i B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# PROJECT NAME _ ��5_ a lc.�C The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees 1 Category of Town of Southold agency action (check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital construction, planning activity, agency regulation, land transaction) (b) Financial assistancee. ( g. grant, loan, subsidy) (c) Permit, approval, license, certification: Nature and extent of action: s �C Project Description-Rosenberg House re ' ae `� R PLAN DIAGRAMS: Fishers Island, New York-Updated 5/10/2 EIYOiSMThe existing structure consists of the origin approximately 14'4"x 34'4"and has an ex di�or2022 ECICNCi PECK approximately 1107'x 20'6". F� F�� - Samald Town On the water side of the house there is an xistin scream Imes EXISING which is approximately 20'5"x 12'9"with a 4'x4'exit landing FS�UiPR1NT outside of the screened area and too its east.The overall dimesion EXIST rIG GXTSUNC PURC.H DECK of the porch and landing on the south side of the house is 16'9"as shown on the drawings. This porch will remain in place, as a separate structure from the main house. E�X iS,r'TI NG FOOTPRINT On the upland side of the existing house is an existing deck with approximate dimensions 6' 10"x 14'4".This deck will remain, and J its existing stair will be relocated to its east side from its current DECK 2D'5 location on the decks north side.The stair is approximately 3'8" I TO DF oevDusNtn i T ',,;TlwGMQVS� I _ wide x 3'0"long I I T,OC REMOVED I 1 ®m0W. — I The project will demolish the existing one story addition and replace e o it with a two story addition. the two story addition will be 42'x 11'9". DECK '..s` E%iSTIO�, T ;AREA OF HOUSET6 74 • FORGl7 = R'EAitiiiJ RFAiiIN The existing house has three bedrooms and one bathroom plus an TdREIJAIN open loft.After this project the house will have four bedrooms and four bathrooms.The open loft will remain. s'Ix Ta The existing deck on the water side of the existing addition will be removed.The exiting out door shower enclosure will be removed. p2PROPOSED DEMOLITION z tT A new septic system and a dry well for storm water management I will be installed as part of the project. nrsa ' ;: :Neax,ccr•,sAgucnoet':;,� ,.'�� '`.~ The two story addition will be wood framed with a concrete block ' ; (CMU)foundation. 77 :7 THE AREA OF THE ADDITIONAL FOOTPRINT IS 277 SQUARE .•i':^• DECK FEET. �sasT,M1,cISTIN3'. TO a' q ,.,;�' "� tAREA.OF HOUSE, . F FORCN '.��.;;j; ` �Yb I:kren,N, rh' REMAIN TO RCMII 'a.z:;f�'..,. •,.>,,, ';t'.^ ,�.: THE TOTAL AREA OF NEW CONSTRUCTION IS 494 SQUARE FEET. t, 7Cr Yf' /\']PROPO SED f.ONSiRUC7`ION : •. �• =• '•ATt EA OF ^:Z:i �.+'�,,•'' - -d- i .ti-, dGtbcTitiNld.FOdTPR,1VF'',, `�' ExIS71NG" • .` ,.,'1�: '. ^ ") .,,r-[1f)Ti�liiNF DIECK .. ItXIS71NG TO e r�•• : r } i PORCH REMAIN RPWYI • 1 - 04 FOOTPRINTIOVCRAM n.Ix Photo of the existing open loft above living room. (its from 4th of july last year) Location of action: iCQ� • ,n��i.C�O`�4G� •��C�t� �S�CRr� Site acreage: Q Present land use: ' �:- p • �' Present zoning classification: 7— 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: g (a) Name of applicant: f ,� (b) Mailing address: • (c) Telephone number: Area Code (d) Application nwnber, if any: /y n WilI the action be directly undertaken, require fielding, or approval.by a state or federal agency? Yes 19 No ❑ If yes, which state or federal agency? C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. 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. 0 Yes ❑ No Not Applicable f c; t r 1 r Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. Se LWnRP Section III— Policies Pages 3 through 6 for evaluation criteria e Yes 11 No ❑ Not Applicable ^ rl \ i C. Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town o LWRP Section III—Policies Pages 6 through 7 for evaluation criteria f Southold. See Yes ❑ No ❑ Not Applicable -e M •E T rel 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 41 Yes ❑ No ❑ Not Applicable C C 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 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. I va tvo toot Applicable ^. wC 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 4 4 -S 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 ,- Is- _ 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 ❑ Not Applicable N r� Attach additional sheets if necessary 'WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new `eater-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. V1 Yes ❑ No ❑ Not Applicable o Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. Yes ❑ No ❑ Not Applicable ` (Nor, a 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. 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(OPTIONAL) O 0) d co E WIRE MESH \ LEGEND U 0cm 0 1 1/2" PROPERTY LINE —— WEST - '�"' °i a' \ SECTION B-B �: :� METAL/n STAKES NOT TO SCALE ABUTTERS LINE HARBOR D OR w �� Y V 2 00 0) - (2 PER BALE) EDGE OF GRAVEL ------------------- = r le) N EXISTING CONTOUR ——— 10 ——— W .>C T 0) o �' r .• <. • BRUSH LINE C� CU c 6F- � ? sTo �� B 5, 10' MIN.--.. B NOW OR FORMERLY N/F O W Q o E tiF MINIM _ _ L UTILITY POLE SILT FENCE FI ��" \� VARIES - BOUNDARY POINT O Q U ?,, . co l �, � _ l�R Fq o \ - IRON MONUMENT 0 U N eRl� oo SITE O co cm C) CNj Uj m M WOVEN WIRE FENCE (MIN. 14 = GAUGE W/ MAX. 6 MESH C1 E`o rn SPACING) CONSTRUCTION ENTRANCE — NOT TO SCALE 2 2" - PLASTIC• ,STRAW BALE Q co N LINING .PLAN' (TYP) Cy) 00 W I_ M 10 MAX NOT TO SCALE (f, CENTER TO CENTER FE MIN. LENGTH CMaa�M wA�>r air �I FENCE POSTS DISTRIBUTION BOX U C DRIVEN MIN. 16" NOTES: �. INTO GROUND NOT TO SCALE 1. DIMENS104S SHOWN ARE FOR TYPICAL RESIDENTIAL cc CONSTRUCTION. LARGER PROJECTS OR PROJECT'S REQUIRING PUMPS MUST BE SIZED ACCORDINGLY (7 GALLONS/TRUCK, Q J 50 GALLONS/PUMP, PLUS MIN. 1' FREEBOARD). 0 2. CAPTURE MATERIAL AND LIQUIDS MUST BE REMOVED FROM PIT AND PROPERLY DISPOSED OF WHEN THE PIT REACHES \ 75% OF ITS CAPACITY. Q , HEIGHT \ 3. INSPECT PIT PRIOR TO EACH USE TO ENSURE CONTAINMENT OF FILTER OF WASH WATER. z 16" MIN. z l aw OPEN FUJIMAC 8OR v I \ „ \ I---- j------ ----0 BLOWER s MIN. i ,5 MP ---� ALARM LOCATION MAP SCALE 1 "=400' M!SPECTIVE VIEW I I FFUJI_ J \\ I NEMA4X MAP REFERENCES O� N E w y WOVEN WIRE FENCE (MIN. 14 �I I - 100+ - CONTROL PANEL .�� M 9 0,�, 1/2 GAUGE W/ MAX. 6" MESH I MAIN PANEL 1. PLAN OF PENINSULA AT FISHERS ISLAND OWNED BY CHARLES W. PROVIDE ROOF DRAIN DRYWELL (SEE DETAIL) � SPACING) WITH FILTER CLOTH � I HEDGE & FRANCES G. THORP, SCALE: 1"=50', DATE: 1913, REVISED * � \ OCTOBER 1951, JULY 1953, SEPTEMBER 1967 AND JANUARY 29, ,- w 36" MIN. FENCE POST o (Li I \� WIRING SCHEMATIC 1976 BY CHANDLER & PALMER ENGINEERS 2 111 UNDISTURBED `�' O 7. RENOVATE EXISTING RESIDENCE & NOT TO SCALE R`2 FLOW GROUND CONSTRUCT ADDITION (277 SQ. FT) FOR 2. PROPOSED LOT LINE CHANGE PROPERTY OF HARRY P. BROOM �' PROPOSED BEDROOM RESIDENCE 4 R D JR & LORRAINE M. BROOM, THE PENINSULA, FISHERS ISLAND, NEW CoA as953� P z sLo?E OAK 1 \ FF ELEV: +17.5 YORK, :SCALE: 1"=20' DATE: 7/28/2000, REVISED 12/l/2000, BY �90 ESS\O�� COMPACTED SO11I \\\ Q :ROCK I 1 CHANDLER, PALMER & KING EMBED FILTER CLOTH \ \\�\\�\\� � o = •• 1 � ��� \/ LIMITS OF NON-TURF BUFFER AREA _ I r - UNE OF SOUTHOLD TRUSTEE JURISDICTION 3. COASTAL EROSION HASARD AREA MAP TOWN OF SOUTHOLD A MIN. OF 6" IN GROUND 4 4' SEAWARD OF RESIDENCE ` ' / SUFFOLK COUNTY, NEW YORK, SCALE: 1"=2000', DATE: 8/29/1988, (EXCLUDING DRYWELL ARE FOR MAINTENANCE) \ \ �\ \ SHEET 47-FI OF 49 SECTION VIEW � - 1\ �� I 3�, LE CONSTRUCTION SPECIFICATIONS � ` 1 \\ {I I \ �00•� NOTENTHERE ARE NO WELLS %._ NOTES \ \\ ' '1 I \ PROPOSED DEVELOPMENT 150 FEET OF THE / #469 1. THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH •-- I I o ` I OAK \ App INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE WIRE TIES OR STAPLES, POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE J I I ,0 �� �, "'• 0) ' M App PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR OR HARDWOOD. I , ;PAS S \ �\ \ ( NIF M ATION F EX/S EXCEEDS THE SCOPE OF THE ENGAGEMENT. 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH -" ,� y j CONCH OUT LLC \\ r M TING s•• P 2. IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY TIES SPACED EVERY 24" AT TOP AND MID SECTION, FENCE SHALL BE / 3' ��I'C I PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED WOVEN WIRE, 6" MAXIMUM MESH OPENING. APPARENT HIGH WATER LINE AND . ' I l 1 s' \` '� O I /» SINGLE FAMILY RESIDENCE \ '� � M- LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. APPROXIMATE LIMITS OF TIDAL WET'�,ANDS 1 �� , PUBLIC WATER NSVD W 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY �/ �/ �•�." o \ ON SITE SEPTIC 'QOgO• 3. ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND o O SHALL BE OVER-LAPPED BY SIX INCHES AND FOLDED, FILTER CLOTH / ; '� Q }- I c, ,/� SURVEYORS SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL n_ SHALL BE EITHER FILTER X, MIf2AFl 100X, STABILNKA T140N, OR APPROVED PROVIDE SYSTEM CONTROLS do ALARM ( / r. /�/ i •� - ARE THE PRODUCT OF THE LAND SURVEYOR. Q O EQUIVALENT. MOUNTED TO BUILDING EXTERIOR I 69. PROVIDE CLEAN-OUT TO GRADE 'S PROVIDE WEATHER PROOF ENCLOSURES., i� �_ �O�'P�' 2' FROM FOUNDATION WALL PROVIDE NEW WATER O Ld 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED AS REQUIRED (TYP) I I I n G� �`' ���, �, ��O / SERVICE- COORDINATE 4. COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND U �'- g Z I r �o p A WITH FI WATER WORKS EQUIVALENT. (ALL COMPONENTS TO BE HARD WIRED) I I I I o 15., O '� QPJ�' \ e , ABANDON EXISTING ^. / GEODETIC SURVEY TRIANGULATION STATION "PROS" _ 1 I z TWI `�v�10 \O<v ��C}r 16--1 9�. ��O CESS POOL 0 f �` / L,J !^ to z 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL I I OA �ip � O O s9 / V Z Z I - J�' Q .)s, PER SCDHS STANDARDS- / / 5. SITE: IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX < z g REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. I I ' \� C \ ; \' Pia I PROWWM-VIDE FORM v / MAP 1000, SECTION 10, BLOCK 3, LOT 13. 5 CL w cn NO MOW AREA - \ Z IL ;`� �a 1 SEPTIC COVER 3, 6. TOTAL AREA = 0.27f ACRES (12,127f S.F.) O m N LOOf POL 7. SITE IS LOCATED IN ZONING DISTRICT R-40. z _ LEACHING SYSTEM EXPANSION AREA I \ \�RpC� )�7 1 - O�G� �\�# /O� / PROVIDE 2 LEACHING POOLS (SEE DETAIL) � �o\S \12 os- / 8. VERTICAL DATUM IS BASED ON NAVD88 �; ..a;,* -. • w, �� ern\ \ �;=' \F 1, — 14 \\ 1� �O f/ 9. PERCENT OF LOT COVERAGE-20% ALLOWED . 1 9 0 O - 3 1 IPE EXISTING-12% Of PROPOSED-13.8% PROVIDE FUJI CEN-5 WASTEWATER APPARENT HIGH WATER UNE AND PROVIDE FUJIMAC 80R BLOWER IN VENTED \ cs` \ -LST O' f TREATMENT SYSTEM (SEE DETAIL) 10. AREA TO BE FILLED BELOW ELEVATION 10- 400 SQ. FT. ENCLOSURE ON CONCRETE PADONS 12 _ PROVIDE PRECAST CONCRETE FILL REQUIRED- 20 CU. YDS. (FROM ADDITION EXCAVATION) .�APPROXIMATE LIMITS OF TIDAL WETLANDS INSTALL PER MANUFACTURER'S RECOMMENDATIONS I 7 W \\ • -�- / DISTRIBUTION BOX 5' FROM � " ORYyFp a���_ 10 •0 0 NIF TREATMENT UNIT (SEE DETAIL) PROVIDE %4 SCH 40 PVC AIR LINE TO BLOWER ' &Z N�� HARRY P. BROOM, LIR. TEST HOLE DATA — O INSTALL PER MANUFACTURER'S RECOMMENDATIONS DFOK � �8+ ^I / SINGLE FAMILY RESIDENCE BY: RICHARD H. STROUSE DATE: 9/3/2019 `goo » W ( PUBLIC WATER 0- 18" TOPSOIL } ° m m o -1 OF. ' �p0� O• �� S 77'g421 ON SITE SEPTIC 18 68" SANDY SUBSOIL 0° m Of m ,���� BENCHMARK: CP ROD3004 !y PROVIDE CONSTRUCTION ENTRANCE 68"- 17 POORLY GRADED SAND WITH SOME FINES SM cn �C2 G °' ' I \ PROVIDE STONE PARKING + ro• EL=4.39 �� e<; .0 �� - ® APPROXIMATE LIMITS OF �� EXPECTED HIGH GROUND WATER BELOW ELEVATION 2' zo LLI w LU z U z L_ z o FLOOD ZONE VE (ELEV 14) PROVIDE CONCRETE WASHOUT PIT (SEE DETAIL) N w o wa W z EXISTING - I �s, PER FIRM 36103CO019H \ $QIL CL4SSIFlCATIONS Z ° �' Q z ``' • RESIDENCE - _ 1 �_ MAP REVISED 9/25/2009 PROVIDE SILT FENCE 0 0 m cr N o PROPOSED MAINTAIN DURING ADDITION I l N/F CONSTRUCTION-ESTABLISH - 0 z 0 w oc CpC- CARVER AND PLYMOUTH SANDS - 3-15% SLOPES w a N � o- N COASTAL EROSION HAZARD w o �'y I CAPE SEVILLITY LLC AS OMITS OF DISTURBANCE UNE SHEET 47-Fl OF 49 (5,000± SF) (SEE DETAIL) m m /6� PER MAP REFERENCE No.3 SINGLE FAMILY RESIDENCE SEPTIC SYSTEM DESIGN FOR 4 BEDROOM RESIDENCE > Q m PUBLIC WATER —— USE A FUJI CLEAN WASTEWATER TREATMENT SYSTEM- MODEL CEN5 w 0 0 N N N 33 _ (500 GPD CAPACITY - (MAX. 4 BEDROOMS)) of No 0 0 0 0 g3 ON SITE SEPTIC PROPOSED �/ USE 1- DISTRIBUTION BOX SEE DETAIL N N N N N ./ N N 74, RESIDENCE ROOF LEADER / ) � N \ M 1-1 r 81 1 LIMITS OF NO MOW AREA USE 2- PRECAST CONCRETE LEACHING POOLS (SEE DETAIL) 'I- r- \ \ USE 4" DIA. APPROVED SEWER PIPE THROUGHOUT 0 0 0 r- 88 PROVIDE. 4" CAST IRON PIPE TO A POINT 2' BEYOND FOUNDATION o - 103' .� 4" PVC WYE z `- N rn <t to 1 OVERFLOW WALL- PROVIDE CLEAN-OUT TO GRADE WASTEW4TER TREATMENT SYSTEM SHALL VENT THROUGH THE SEWER PIPE. A HOUSE TRAP SHALL NOT BE INSTALLED UPSTREAM OF UNIT. 4" PVC CUT -____.-_ TO LENGTH MIN. 6" SOIL COVER OVER DRYWELL NO ADDITIONAL VENTING IS REQUIRE Q BLOCKS AND CATCH O CYLINDER (OPTIONAL) BASIN GRATE TO GRADE �l�f"1�r •',V . I 3 FOk EXISTING SHED 18" MANHOLE (TYP 18" MANHOLE (TYP 24" MANHOLE (TYP FILTER FABRIC (NEENAH R-2525-F) OR EQUAL i k Vis". , LD B � I- v (DRY BUILDING) - INVERT ,ELEVATIONS- ��) ¢ m OAR O� RUSTEES so' BEND m @ 0 0 0 OUTLET AT HOUSE-12.50 TO i�� O SOUTHOLD _ 00 L0 L0 1'_O i. V-2. LO �� m 000 ® 0 FUJI TANK INLET- 11.75 rnfl� 4" SDR 35 PVC o b� _ U \ � DETAIL- SCALE: 1 20 SLOPE AS REQUIRED O O Oo 0 0 FUJI TANK OUTLET- 11.58 0 m m 0 0 DIMENSION "_ ' 'b DATE �" m N LL I N U N N . ...: .: . ...,„n...._,��._�.�.r�:�..�.,: -•,.::::: ,;.1 � m 0 0 0 0 D-BOX INLET - 10.97 t'fkC6tCs1 /!� ZDZZ. �5'-0"� 1" STONE OR D-BOX OUTLET - 10.80 - ___ _.___ O w O O O OO O SCREENED GRAVEL ' o F- O 0 J BOTTOM OF POOLS-ELEV. 5.0 -� 0 z z z Y 1' s' - -_ E El 0 a 0 0 N STORMWATER DRYWELL DETAIL e' -------.-. ..---_._._ _____._.._.{ � 0 w � = 0 __.__.__ O.. m 0 O U U tL 20 10 0 20 5'-5” ❑❑ 0 0 0 0� NOT TO SCALE ❑❑ 0 0 0 ❑❑ D � C E 0 v E DATE: 07/02/2020 GRAPHIC SCALE IN FEET V-4 7/8" 4'-3 1/8" _ 4'-2 7/8" 00 0 0 0 �� cc DRAINAGE CALCULATIONS 00 0 0 0 00 NEW ROOF AREA = 300 SF AUG _ 9 20� SCALE: 1 " = 20' 00 OOO ❑0 00 =0 ❑❑ I (EXISTING ROOF TO REMAIN) QUALITY CONTROL CERTIFICATION 00 0 0 0 ❑❑ OO O C30 REQUIRED = 300 SF X 1.0 X 2/12 = 50 CF DATE PROJECT: #2019835 I Southold Town GROUP REVIEWED Board of Trustees PROJECT MANAGER � 6,_6„ DRYWELL .—Board SURVEY 50 CF / 28.27 CF/VF = 1.8 VF ENVIRONMENTAL USE ONE (1) - 6-0 X 4' DEEP DRY WELL. SHEET CIVIL FUJI CLEAN CEN-5 LEACHING POOL DETAIL 1 OF 1 STRUCTURAL NOT TO SCALE NOT TO SCALE ARCHITECTURAL FLOOR PLAN DIAGRAMS: OUTJ v SHOWER ROSENBERGRESIDENCE - PERMIT-SET �¢ DIECIKG 1952 PENINSULA ROAD, FISHERS ISLAND, NY 06390 TAX MAP 1000, SECTION 10, BLOCK 3, LOT 13 EXISTING ARCHITECTURAL DRAWINGS: FOOTPRINT 9 EXISTING EXISTING SHEET DESCRIPTION PORCH DECK AA01.00 TITLE SHEET A-002.00 GENERAL NOTES A-030.00 DEMOLITION PLAN-FOUNDATION A-031.00 DEMOLITION PLANFIRST FLOOR A-032.00 DEMOLITION PLAN--SECOND FLOOR 01 EXISTING FOOTPRINT A-033.00 DEMOLITION PLAN-ROOF fie'"r a' A-100.00 CONSTRUCTION PLAN-FOUNDATION -------------1----� A-101.00 CONSTRUCTION PLAN-FIRST FLOOR OUTDOOR A-10200 CONSTRUCTION PLAN-SECOND FLOOR ' SHOWER A-103.00 CONSTRUCTION PLAN ROOF I DECK A-201.00 'IXTERIOR ELEVATIONS-EASTB WEST TOBE A-20200 EXTERIOR ELEVATIONS-NORTH DEMOLISHED '� A-203.00 EXTERIOR ELEVATIONS-SOUTH A41.00 CONSTRUCTION DETAILS A4 3200 CONSTRUCTION DETAILS-ROOF AS01.00 WINDOW SCHEDULE AS0200 WINDOW TYPES A-503.00 DOOR SCHEDULE DECK y EXISTING �_< s'OOO.S TO 4 E-101.00 ELECTRICAL PLAN-FIRST FLOOR N PORCH REMAIN ;t E-102.00 ELECTRICAL PLAN-SECOND FLOOR TO REMAIN p_101.00 PLUMBING RISER DIAGRAM j 16-9, REVISON04.20.22 O2 PROPOSED DEMOLITION REVISON iO.OL21 REVISON 08.24.21 42'-0" REVISON 07.08.21 REVISON =20.20 PERMITSET 06.2320 AREA OF NEW CONSTRUCTION 494 SQ.FT. ROSENBERG RESIDENCE rase PE NSOUROM•fl6NER6R 0•NY06090 iAII NfM 1000,6E4RI0N 10,BIpIXJ.l0r13 D AR EXISTING Y �'/OS' �j S DTOK Y TO REMAIN �I PORCHREMAIN V k' CA . 34'4," 6'_10%2' PROPOSED CONSTRUCTION 029A���O� 031„..,•�• 42'-0” OF N�� 20'-SV." 21'S," KINLIN RUTHERFURD ARCHITECTS,PLLC sa PssrsarxsmsEr.sunEe2 n:�12.)fias.2see %� /j / _ NEW YORK NEW YORKSOpY2 FAC Irr515633i]e AREA OF ADDITIONAL FOOTPRINT T 277 SQ.FT. B E T_rs. MAY 1 2 e x, 222 EXISTIN N DECK N N POR GHREMAIN ' TITLE SHEET � TO REMAIN / BSoU(tlold Town a oam of Trustees 34'4," 6-10Y2.. A-001 V PROJECT:330 � 16_x" 04 FOOTPRINT DIAGRAM re'•r o' GENERALNOTEs CODE ANALYSIS ROSENBERG RESIDENCE-'FISHERS ISLAND ' a a 1. PROPER PERMITS SHALL BE OBTAINED FROM THE SOUTHOLD DEPT OF BUILDINGS FOR WORK SHOWN. USE/OCUPNCY:R3 (SINGLE FAMILY) TABLE R301.20) )=. RIDGE:EXISTING TO REMAIN CLIMACTIC AND GEOGRAPHIC DESIGN CRITERIA U 2. ALL PLUMBING WORK SHALL BE PERFORMED BY PLUMBERS LICENSED IN NY,AND SHALL CONFORM TO THE BUILDING TYPE OF CONSTRUCTION:TYPE 5 Ground Seismic SUBJECT TO DAMAGE FROM Winter Iceshield zp CODE OF NEW YORK STATE. DESIGN CRITERIA: PRESCRIPTIVE Snow Wind Speed Design Frost Line , Design Underlay Flood FRAMING MATERIAL: DOUGLAS FIR#2 Load (MPH) Category Weatherin Depth TerrI Deva Temp Required? Hazard 3. ALL ELECTRICAL WORK SHALL BE PERFORMED BY ELECTRICIANS LICENSED IN NY,.AND SHALL CONFORM TO THE - Moderate Slight to _ BUILDING CODE OF NEW YORK STATE. THIS BUILDING IS DESIGNED TO MEET ALL OF THE REQUIREMENTS OF THE BUILDING CODE OF THE STATE OF NEW 45 120 B: Severe 36" to Heavy Moderate 1 118 1 Yes I N/A . 4. CONTRACTOR SHALL OBTAIN A COMMERCIAL.GENERAL LIABILITY INSURANCE LICIE. THE AMOUNT OF AND FRAME CONSTRUCTION MANUAL(WFCM) HIGH WIND ADDITION FOR 120 MPH WIND SPEED CATEGORY.YORK.THE WOOD FRAMED STRUCTURE HAS BEEN.DESIGNED TO THE SPECIFICATIONS SET FORTH IN THEWOOD ' AND WORKMEN'S COMP.AND EMPLOYEES' LIABILITY INSURANCE COVERING ALL L EMPLOYEES OF CONTRACTORSORS AND SUBCONTRACTORS. SMOKE ALARMS PROVIDED AS PER NFPA 72 -SECTION R 317.1. TABLE 402.1.1 °i 5. SMOKE DETECTORS ARE REQUIRED.ALL DETECTORS ARE TO BE COMBINATION SMOKE AND CARBON MONOXIDE AND LATERAL FRAMING AND SHEAR CONNECTIONS: INSULATION-AND FENESTRATION REQUIREMENTS BY COMPONENT ' SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE.REVIEW ALL LOCATIONS WITH ARCHITECT PRIOR TO ALL LATERAL FRAMING AND SHEAR CONNECTIONS FOR THE ROOF ASSEMBLY ARE TO BE MADE IN ACCORDANCE b INSTALATION. WITH TABLE 3.1 OF THE W.F.C.M.THIS NAIUNG SCHEDULE SHOWN BELOW IS THAT SCHEDULE WITH ALL VALUES CRAWL N INCLUDED. CLIMATE FENESTRATION SKYLIGHT CEILING WOOD-FRAME MASS FLOOR BASEMENT SLAB SPACE 6. ALL REQUIRED PERMITS SHALL BE OBTAINED,AND THE GENERAL CONTRACTOR SHALL ARRANGE FOR AND OBTAIN ALL ZONE U-FACTOR U-FACTOR R-VALUE WALL WALL R-VALUE WALL R-VALUE,. WALL p REQUIRED INSPECTIONS AND SIGN OFFS. UPLIFT CONNECTIONS: R-VALUE- R-VALUE R-VALUE DEPTH R-VALUE - ALL ROOF TO WALL,WALL TO WALL,AND WALL TO FOUNDATION CONNECTIONS MEET OR EXCEED THE 7. AT THE COMPLETION OF WORK THE CONTRACTOR SHALL HAVE ALL WORK INSPECTED BY THE BUILDING DEPARTMENT REQUIREMENTS FROM TABLE 3.313 OR 3.3 IN THE W.F.C.M. UNHEATED AND UNAIRCONDITIONED SPACE-NO INSULATION REQUIRED AND SHALL FILE AND OBTAIN A CERTIFICATE OF OCCUPANCY. 1. CONNECTORS SPECIFICATIONS EXCEED'THE UPLIFT LOAD, LATERAL LOAD,AND SHEAR LOAD REQUIREMENTS SPECIFIED IN TABLE 3.3. CONSTRUCTION NOTES 2.ANY CONNECTION, ROOF TO WALL,WALL TO WALL,AND WALL TO FOUNDATION,THAT IS NOT MADE WITH AN ENGINEERED CONNECTOR, MUST BE NAILED IN ACCORDANCE WITH THE NAIL SCHEDULE. 1. ALL WORK PERFORMED, INCLUDING MATERIALS FURNISHED,WORKMANSHIP,MENS AND METHODS.OF _ CONSTRUCTION SHALL CONFORM TO THE APPLICABLE AND LATEST REQUIREMENTS OF THE BUILDING CODE OF NEW RAFTER/TOP PLATE CONNECTORS: CONNECTOR SPECIFICATION: YORK STATE,ANY FIRE DEPARTMENT REGULATIONS,UTILITY COMPANY_ REQUIREMENTS,AND GENERAL CONDITIONS SIMPSON H10 OR H2.5A.HURRICANE CLIPS SHALL BE PLACED AT ALL ROOF RAFTER TO TOP PLATE , AIA DOCUMENT#A201, (OR APPLICABLE AGREEMENT). CONNECTIONS WITHIN 6 FT. OF ALL BUILDING CORNERS. H10 OR H2.5A CLIPS SHALL BE INSTALLED AT ALL OTHER RAFTERS. ALTERNATE CONNECTORS SHALL HAVE 450 LB.UPLIFT CAPACITY RIDGE SIMPSON LSTA 24®16 O.C. 2. BEFORE COMMENCING WORK,THE CONTRACTOR SHALL FILE ALL REQUIRED CERTIFICATES OF INSURANCE WITH THE AND 100 LB.LATERAL CAPACITY PARALLEL TO WALL. - BUILDING DEPARTMENT OF SOUTHOLD,OBTAIN ALL REQUIRED PERMITS,AND PAY ALL FEES REQUIRED BY THE GOVERNING AGENCIES. RIDGE STRAPS: ' HIP RAFTER SIMPSON LSTA 24®16 O.C. RIDGESTRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING RAFTERS. RIDGE STRAP CONNECTIONS MEET THE 3. THE CONTRACTOR.SHALL VISIT THE SITE AND VERIFY THAT ALL EXISTING CONDITIONS AGREE WITH INFORMATION REQUIREMENTS GIVEN IN TABLE 3.4 OF THE.W.F.C.M. RAFTER TO STUD/TOP PLATES H2®16 O.C. ENGINEER TO CONFIRM SHOWN ON THE DRAWINGS.ANY CONFLICTS,OMISSIONS OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND OWNER FOR RESOLUTION PRIOR TO COMMENCEMENT OF ANY WORK. NO .OVERTURNING RESISTANCE: n n ALLOWANCES WILL SUBSEQUENTLY BE MADE ON CONTRACTOR'S BEHALF FOR ANY ADDITIONAL EXPENSES WHICH SHEARWALL HOLDOWN ANCHORS SHALL BE PLACED AT BUILDING CORNERS OR ADJACENT TO WINDOW OR DOOR OPENINGS. RAFTER TO HEADER H2®16 O.C. ENGINEER TO CONFIRM !1*rJ ARE INCURRED DUE TO NEGLECT OR WHICH COULD HAVE BEEN REASONABLY FORESEEN BY PRIOR INSPECTION OF A MINIMUM OF A DOUBLE.2z STUD SHALL BE PLACED AT ALL ANCHOR LOCATIONS UNLESS OTHERWISE NOTED. EXISTING CONDITIONS. HOLDOWN STRAPS BETWEEN WOOD POSTS SHALL BE INSTALLED ACROSS FLOOR FRAMING WITH HALF OF SPECIFIED HEADER TO JACK STUD LSTA 18- 2.5 FT FASTENERS TO EACH POST. _ 4. PRIOR TO COMMENCING WORK, ORDERING OF MATERIALS AND SHOP FABRICATION OF ANY MATERIALS,THE BUILT-UP POST PLIES SHALL BE FASTENED TOGETHER W/(2)ROWS OF 16D COMMON NAILS®6"O.C.MIN.U.O.N.. LSTA 30 3 FT q CONTRACTOR SHALL VERIFY ALL DIMENSIONS AS INDICATED ON THE DRAWINGS AND SHALL REPORT ANY INSTALL CONCRETE ANCHOR BOLTS W/2"EDGE&5"END DISTANCE MINIMUM FROM CONCRETE FACE U.O.N. AY I 2 DISCREPANCIES TO THE ARCHITECT AND OWNER FOR RESOLUTION. PROVIDE HEAVY WASHER&TWO NUTS AT EMBEDDED END OF THREADED ROD ANCHOR BOLTS.EMBEDMENT LENGTH SHALL _ I 20�^ BE MEASURED FROM TOP OF FDN.WALL OR FOOTING TO WASHER.EXTEND ANCHOR BOLTS THRU FLOOR FRAMING SPACE MSTI 48- 10 FT L 5. DRAWINGS INDICATE LOCATION, DIMENSIONS,REFERENCE,AND TYPICALDETAILSFOR CONSTRUCTION. MINOR DETAILS WITH COUPLER NUT AND THREADED ROD AS REQUIRED. NOT-USUALLY SHOWN OR SPECIFIED, BUT NECESSARY FOR PROPER CONSTRUCTION OF ANY PART OF THE WORK MSTI 72- 16 FT SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS.FOR CONDITIONS NOT ILLUSTRATED,NOTIFY ROOF SHEATHING: _ THE ARCHITECT AND OWNER FOR CLARIFICATION AND/OR SIMILAR DETAIL. IN THE 4' PERIMETER EDGE ZONE OF ALL'ROOF AREAS, 8D COMMON NAILS WILL BE SPACED 6"O.C.AT PANEL 2ND FLOOR STUD TO 1ST FLOOR STUD SIMPSON LSTA 36®16 O.C. EDGES AND 12"AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD. IN THE INTERIOR ZONES,8D COMMON NAILS SolJtflDldTDwn 6. CONTRACTOR TO INSPECT AT TIME OF DELIVERY ALL FIXTURES PROVIDED BY OWNER TO INSURE PROPER SHALL BE SPACED IN THE SAME MANNER: 6"SPACING AT PANEL EDGES AND 12"SPACING AT INTERMEDIATE QUANTITY,THAT ITEMS ARE DEFECT FREE,AND MATCH INVOICE. CONTRACTOR TO BE RESPONSIBLE FOR SUPPORTS.THESE PATTERNS MEET THE REQUIREMENTS OF THE 120 MILE PER HOUR WIND SPEEDS ON TABLE 3.8 STUD TO SILL SIMPSON LSTA 36®16 O.C. ENGINEER TO CONFIRM. Board of Trustees INSTALLATION,WHICH MAY INCLUDE BLOCKING,SHIMMING, ETC. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY OF THE W.F.C.M. TO COORDINATE ALL ITEMS SUPPLIED BY TENANT'S VENDORS AND TO VERIFY THAT ALL MATERIALS RECEIVED ARE IN ACCORDANCE WITH THE SPEC. HEREIN. WALL SHEATHING: ' SHEATHING SHALL CONFORM TO APA DOC PS2 GRADING CRITERIA. EXTERIOR PLYWOOD SHALL BE EXTERIOR GRADE 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL INSTALLATIONS, CONDITIONS, MATERIALS EXPOSURE I. 10d SHEATHING NAILS SHALL BE COMMONS OR GALVANIZED BOX AND 29"LONG MIN. AND FINISHES WITHIN THE PROPOSED CONSTRUCTION AREA AND ALL ADJOINING PROPERTY AFFECTED BY WALL SHEATHING ATTACHMENT FOR ALL EXTERIOR WALLS AND ALL INTERIOR SHEER'WALLS SHALL BE 4"O.C.AT NAILING SCHEDULE: (FROM WFCM) CONTRACTOR'S OPERATIONS. PANEL EDGES AND 8"O.C.AT INTERMEDIATE SUPPORTS IN THE PANEL. REVISON 04.20.22 8. CONTRACTOR SHALL EMPLOY AN ADEQUATE NUMBER OF SKILLED WORKERS WHO ARE THOROUGHLY TRAINED AND SHEATHING PANELS SHALL BE APPLIED HORIZONTALLY WITH BLOCKED PANEL EDGES UNLESS VERTICAL SHEATHING EXPERIENCED IN THE NECESSARY CRAFTS AND WHO ARE COMPLETELY FAMILIAR WITH THE SPECIFIED PANELS CAN BE APPLIED IN ONE PIECE BETWEEN TOP AND BOTTOM WALL PLATES. REVISON 10:0121 PANEL EDGE BLOCKING SHALL BE ONE PIECE WITH MINIMUM THICKNESS INSTALLED TO JOIN PANEL EDGES. REQUIREMENTS AND METHODS NEEDED FOR PROPER PERFORMANCE OF THE WORK.ALL WORK SHALL BE HORIZONTAL BLOCK DIMENSION SHALL MATCH WALL THICKNESS. JOINT DESCRIPTION NUMBER-TYPE OF NAILS NAIL SPACING REVISON 08.24.21 PERFORMED BY DULY LICENSED PROFESSIONALS AND AS REQUIRED BY STATE AND LOCAL GOVERNMENTS FOR SHEARWALL SHEATHING REQUIREMENTS SHALL EXTEND TO EAVE. EACH APPLICABLE TRADE, (PLUMBING, ELECTRICAL, ETC),WHO SHALL ARRANGE FOR AND OBTAIN REQUIRED REVISON 07.08.21 INSPECTIONS AND SIGN OFFS. FLOOR JOIST BRIDGING: RAFTER TO TOP PLATE(TOE-NIALED) 6-8d PER RAFTER 9. THESE DRAWINGS ARE DIVIDED INTO SECTIONS FOR CONVENIENCE ONLY.CONTRACTOR,SUBCONTRACTORS, BRIDGING SHALL BE.,INSTALLED IN ALL FLOOR FRAMING SYSTEMS BETWEEN JOISTS AT 6 FOOT INTERVALS. REVISON 1L20.20 VENDORS AND'MATERIAL SUPPLIERS SHALL REFER TO ALL RELEVANT SECTIONS IN BIDDING AND PERFORMING FLOOR DIAPHRAGM BRACING: CEILING JOIST TO TOP PLATE(TOE-NIALED) 6-8d PER JOIST THEIR WORK AND SHALL BE RESPONSIBLE FOR ALL ASPECTS OF THEIR WORK REGARDLESS OF WHERE THE BLOCKING AND CONNECTIONS SHALL BE PROVIDED,AT PANEL EDGES PERPENDICULAR TO FLOOR FRAMING PERMT SET 08.23.20 INFORMATION OCCURS ON THE DRAWINGS. MEMBERS IN THE FIRST TWO BAYS OF FRAMING,AND SHALL BE SPACED AT A MAXIMUM OF 4' O.C.. CEILING JOIST TO PARALLEL.RAFTER (FACE-NAILED) 8-16d EACH LAP 10. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WORK OF ALL TRADES AND SHALL PROVIDE ALL WOOD STUDS: DIMENSIONS REQUIRED FOR OTHER TRADES.SUBCONTRACTORS SHALL BE RESPONSIBLE FOR COORDINATION OF CEILING JOIST LAPS OVER PARTITIONS.(FACE-NAILED) 8-i6d EACH LAP THEIR WORK WITH THE WORK OF OTHERS,AND SHALL VERIFY THAT ANY WORK RELATING TO THEM THAT MUST BE ALL WOOD FRAMING IS DOUGLAS FIR R EXTERIOR WALLS ARE 2X4 FRAMED WALLS WITH ,MIN INCH PLYWOOD. ROSENBERG RESIDENCE INTERIOR WALLS, UNLESS NOTED OTHERWISE ARE FRAMED WITH 2X45.AT ALL CORNERS,A MINIMUM OF THREE 1953 PENINS0IAROPD.nSHERSISIAN9.NY06390 PROVIDED BY OTHERS, HAS BEEN COMPLETED AND IS ADEQUATE PRIOR TO COMMENCING THEIR WORK. COLLAR TIE TO RAFTER FACE-NAILED 8-8d PER PE rn Wl000,SEcn0N10,3WCK3.im13 STUDS SHALL BE USED IN ALL WALLS. ( ) - 11. CONTRACTOR SHALL PROVIDE STRUCTURAL BACKING/BLOCKING FOR ALL WALL MOUNTED FIXTURES,FINISHES, AND EQUIPMENT,AND FOR ALL HANGING FIXTURES, BLINDTOP PLATES: BLOCKING TO RAFTER(TOE-NAILED) 3-8d EACHEND �S, ETC. DOUBLE TOP PLATES SHALL BE PROVIDED AT THE TOP OF ALL INTERIOR AND EXTERIOR LOAD BEARING WALLS. 1) ARO THE DOUBLE PLATES SHALL OVERLAP AT CORNERS AND AT INTERSECTIONS WITH OTHER EXTERIOR OR INTERIOR G 12. CONTRACTOR SHALL INSTALL ALL MATERIALS AND EQUIPMENT AS PER MANUFACTURER'S WRITTEN INSTRUCTIONS RIM JOIST TO RAFTER (END-NAILED) 3-16d EACH END LOAD BEARING WALLS. v AND/OR RECOMMENDATIONS.: 13. CONTRACTOR SHALL AT ALL TIMES DURING THE COURSE OF THE.CONTRACT KEEP THE ADJOINING.PREMISES, TOP PLATE TO TOP PLATE(FACE-NAILED) 3-16d PER FOOT INCLUDING STREETS AND OTHER AREAS ASSIGNED TO, OR USED BY THE CONTRACTOR, FREE.FROM V im/ ACCUMULATIONS OF WASTE MATERIALS'AND RUBBISH CAUSED BY CONTRACTOR'S EMPLOYEES, SUBCONTRACTORS OR TOP PLATES AT INTERSECTION (FACE-NAILED) 6-16d JOISTS-EACH SIDE y THEIR WORK. ..d ' STUD TO STUD (FACE-NAILED) 3-16d 24"O.C. 14. CONTRACTOR SHALL BE RESPONSIBLE TO RECEIVE AND SAFELY STORE THE OWNERS SUPPLIED ITEMS AND LEGEND DISPOSE OF ANY RESULTING TRASH. HEADER TO HEADER (FACE-NAILED) 2-16d 16"O.C.ALONG EDGES 15. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL TRADES PRIOR TO INSTALLATION,AND SAMPLES OF ALL O PROPERTY LINE PARTITION MATERIALS AND COLOR/FINISHES FOR ARCHITECT AND.OWNER'S APPROVAL.CONTRACTOR SHALL PROVIDE TIMELY fL'---- 1 TION TYPE TOP OR BOTTOM PLATE TO STUD(END-NAILED) 3-16d PER 2 X'4 STUD n� AND COMPLETE DATA ON.ANY DEVIATION/SUBSTITUTION FROM CONTRACT DOCUMENTS. OG94 y 'At 16. CONTRACTOR TO 5-16d PER 2 X 6 STUD OF N� VERIFY ALL FIXTURE COUNTS,AS APPLICABLE TO THEIR CONTRACT,WITH OWNER.. CENTER LINE - V, 17. CONTRACTOR SHALL BE RESPONSIBLE FOR CLOSEOUT, PRIOR TO-FINAL PAYMENT, INCORPORATING ALL STANDARD _ 6-16d PER 2 X 8 STUD GUARANTIES AND WARRANTIES AND ORIGINALS OF ALL APPLICABLE CERTIFICATES OF TESTING AND INSPECTION. 01 - DETAIL REFERENCE BOTTOM PLATE TO FLOOR, BAND, END, RIM JOIST OR KINLIN RUTHERFORD ARCHITECTS,PLLC 1232 COORDINATE WITH OWNER. A100 BLOCKING(FACE-NAILED) 3-i6d(1,2) PER FOOT HIDDEN, FUTURE, OR EXISTING CONSTRUCTION 5960.61 sa3xsmEEr.surf 92 rec )69s.2sa6 18. CONTRACTOR TO PROVIDE COPIES OF AS BUILT INFORMATION,OPERATION AND MAINTENANCE MANUALS, INCLUDING JOIST TO SILL,TOP PLATE OR GIRDER(TOE-NAILED) 6-8d PER JOIST NEWTORKNEWYORK10022 FM4)35)592.1136 ALL PRODUCT GUARANTIES AND WARRANTIES TO THE CLIENT. 19 CONTRACTOR TO PROVIDE A TELEPHONE AND FAX MACHINE ON SITE FROM THE FIRST DAY OF CONSTRUCTION 0, BRIDGING TO JOIST(TOE-NAILED) 3-8d EACH END UNTIL COMPLETION,A JOB FORMAN OR PERSON IN CHARGE MUST BE ASSIGNED,AND THE APPROPRIATE NUMBERS )OO EXTERIOR DOOR TAG A100 SECTION REFERENCE GIVEN TO KINUN RUTHERFURD ARCHITECTS PLLC. BLOCKING TO JOIST (TOE-NAILED) 3-8d EACH END 20. SHOP DRAWINGS ARE REQUIRED AND MUST BE REVIEWED AND APPROVED BY THE ARCHITECT PRICIR TO ORDERING OR MANUFACTURING ANY PORTION OF THE PROJECT WHERE SUCH DRAWINGS ARE NECESSARY.THESE DRAWINGS BLOCKING TO SILL OR TOP PLATE(TOE-NAILED) 5-16d EACH BLOCK ARE NECESSARY FOR ANY COMPONENT OF THE PROJECT BUILT OFF SITE.AND DEDUVERED TO THE SITE AND )OO WINDOW TAG ELEVATION TAG INCLUDES BUT IS NOT LIMITED TO CABINETS,WINDOWS,DOORS, ENGINEERED TRUSS FLOORING OR WALL SYSTEMS, LEDGER'STRIP TO BEAM (FACE-NAILED) 5-16d EACH JOIST HVAC DUCTWORK ECT. I X 21CONTRACTOR O7/A-100 JOIST ON LEDGER TO BEAM (TOE-NAILED) 5-8d PER JOIST .� ARCH TECT MUSSHALL VERIFY (FODIMENSIONS T BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONSR ALL AND CONDITIONS HOWNBY.THHE EHE INTERIOR DOOR TAG SE )Q� EXTERIOR ELEVATION N DRAWINGS. - RIM JOIST TO JOIST(TOE-NAILED) 5-16d PER JOIST GENERAL NOTES 22. ALL MATERIALS AND CONSTRUCTION TO BE INCORPORATED INTO THE WORK SHALL BE IN STRICT ACCORDANCE ( � 01 WITH THE LATEST EDITION OF THE ASTM SPECIFICATION,APPLICABLE,AND CONFORM TO THE STANDARDS AND REVISION CLOUD RIM JOIST TO SILL OR TOP PLATE(TOE-NAILED) 3-i6d(1) PER FOOT RECOMMENDATIONS OF THE VARIOUS TRADE INSTITUTES WHERE APPLICABLE.ALL MATERIALS INCORPORATED INTO �••��J 9 THE WORK SHALL BE NEW. 04 SHEET 02 INTERIOR ELEVATIONS NOTE: FOR ALL FRAMING CONNECTIONS WHERE A NAILING SPECIFICATION IS NOT GIVEN ON AN ENGINEERING DRAWING p0 23. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR SUPERVISION AND ASSUMES ALL RESPONSIBILITY FOR THE WORK ® WALL SHINGLEA-OOZ BEING DONE. 03 ` PROJECT:330 24. ALL BUILDING LOT LINES,AND GRADES SHALL BE LAID OUT BY A LICENSED SURVEYOR. a DEMOLITION LEGEND V ' EXISTING WALLS TO BE DEOMOUSHED , EXISTING WALLS TO REMAIN C k 9 EXISTING FOUNDATION WALL TO BE REMOVED ' EXISTING BULKHEAD FOUNDATION WALL TO BE REMOVED I � I � I II fl EXISTING FOUNDTION WALL UNDER EXISTING STRUCTURE TO REMAIN REVISON 04.20.22 REVISON 10.01.21 REVISON 08.24.21 REVISON 07.00.21 RE16.2.20EVE I E PERMrr SET 06.23:20 M AY 1 ZO2Z ROSENBERG RESIDENCE x952 RENINSOIA RORD.FlSHERS 6VND.-6390 iPX MPP SOOO,aEC110N 30,BIDCM].LOT13 Southold Town Board of Trustees Gti® kt 0294°'1 F�F NE`N KINLIN RUTHERFURD ARCHITECTS,PLLC 59MT54LH S]REE],aDliE B2 Tfl_1212)695.2B6B NEWYONKNEW1bR-22 FPX(T1616B23T9e X DEMOLITION PLAN FOUNDATION 01 FOUNDATION PLAN A-030 PROJECT:330 a DEMOLITION LEGEND r4 EXISTING WALLS P. H a; —— TO BE DEOMO USHED C----� EXISTING WALLS TO REMAIN Z�3 b EXISTING CLAW FOOT TUB AND TUB FILLER TO BE.REMOVED AND SAVED FOR REUSE OUTDOOR SHOWER TO BE REMOVED . EXISTING PLUMBING FIXTURES AND SECTION OF EXISTING DECK TO BE REMOVED FITTINGS'TO BE REMOVED EXISTING WINDOWS TO BE REMOVED EXISTING WALLS TO BE REMOVED AS SHOWN —— -————————— EXISTING BULKHEAD TO BE REMOVED OUTDOOR SHOWER � EXISTING WINDOW TO BE REMOVED , EXISTING SINK TO BE REMOVED — r-- AND SAVED FOR REUSE I�—�J EXISTING KITCHEN APPLIANCES, FIXTURES, AND FITTINGS TO BE EXISTING DECK TO BE REMOVED I DECK I —— I I REMOVED J I EXISTING STEPS TO BE REMOVED EXISTING SCREENED PORCH TO REMAIN EXISTING, DOOR TO BE REMOVED & REPLACED 1� I II BULKHEAD ———— — I - - REVISON 04.20.22 VY = ElON 10.0121 HOLD HOLD IL�I , m 9 REMOVE EX DRYWALL WALL: CLGS, SON 08.24.21 AND LIGHTSSON 07.08.21 Z-_-- 1 2 2022 SON 11.20.20 PE MITSET 06.23.20 SCREENED DECK - PORCH =B(oa2of 'Town ROSEN ERG RESIDENCE r _ EXISTING WINDOWS TO BE REMOVEDL ustees1982 RENINBULAR AD,g8HER815lAND,NY083B0 ` IT T AND SAVED FOR REUSE. _ TPJI MAP 38W.E ON 10,B1DC183.1Ai13 Z EXISTING STAIRS TO BE REMOVED CORNER POST TO REMAIN UNTIL FRAMING IS MODIFIED OR PROPED 029c4��—lp� �F NE`N KINLIN RUTHERFURD ARCHITECTS,PLLC 5BBABT54iH BRiEEY,BUIMN —2. NEW YdiK NEW.VORK10022 FPA III818821T38 K DEMOLITION PLAN FIRST FLOOR a ' 01 FIRST FLOOR PLAN A-031 PROJECT:330 a. DEMOLITION LEGEND EXI• - —— TO BE ODEOMO SHED C-----� EXISTING WALLS TO REMAIN EXISTING ROOF TO BE"REMOVED SECTION OF EXISTING ROOF TO BE REMOVED AS SHOWN EXISTING 42"A.F.F. PARAPET WALL TO REMAIN ' EXISTING DOOR TO BE REMOVED EXISTING STAIRS TO BE REMOVED EXISTING WINDOW TO BE REMOVED MMMMMM, —_.— ——— REVISON 04.20.22 / REVISON - 10.0121 / REVISON 08.2421 / q REVISON 07.08.21 REVISON =20.20 OPWTO / II , PERMR SET 06.23,20 / rC— II ROSENBERG RESIDENCE / \ r - 1ss2 PENM—nano.fl5NE718—D.NY06M �I TIMI MM 1000.5EMON 10.ROM3.1DT 13 / L,I1101 ��F�D AR�tif n p p `V I! E ;� MAY 1 2 2022 y�,° 0294 yoe� SOF NE`N Southold Town KINLIN RUTHERFURD ARCHITECTS,PLLC BoaldofTrustees s591-54NS—.5mEez EL'(212)6652699 NEW 70RKNEWY11-22 FA'(775)5821736 DEMOLITION PLAN SECOND FLOOR 01 SECOND FLOOR PLAN aA-032 PROJECT:330 V J ' a F U VV a • 5 a 6� EXISTING ROOF TO BE'REMOVED TftiTI�T�TTr�R,T1"T'TI�rT�r TTtiT'TrTTrTTtiTf'T'TTr h:h+rTYrH+h+r,+r,Yrti+herr+rTYrY r,+r,YTYrti+h+r,Y,YrYr,+r,+r, SECTION OF EXISTING ROOF TO BE YrYh+h+hYrYrS+h+r,YrYh+h+rrYTYh+h+r,+rrYrS+h+rTYrH+rH+r� REMOVED AS SHOWN hIYYTYrYy+h+hYy']+ii Sh+rTYrY h+r,YT Yrti+rS+r,YTYiYh+h+r,� YrYh+h+hYrYh+r,r hYh+ryY,YTti+rS+r,+hYrYr'r+rr h+hYTYh+.i+r,+rTY',Ih+h+hY.5+h+r,+hYh+h+r,YTY +r,+h+hy - YTYrH+h+rJYIYIYh+rIYrS+h+h�rlYrh'r5+h+rTYTYh+hiriYrYh+ y`,h r,r,YTti h+ rTYrH h+r,+h ',.hY, htYrYh+r,r,YTYrH+h+r,YTYh+h+hYh'h+h+hY, Yrti+rY 4h+r,YrY Yh+h+r,Yr`,+h+hEhYh+,i+h+r hYTY 5'h+r,ih� YrYh+hih4'rYh+h+rrYrYh+h+ h+rr+rrYh+h�r,Yh'h+ h+h`hYh+r,+r,+r,Yh+h+hYiYr h+r,ihYiYh+r,+hYTYh+r rT YTYrS+h+r,YrYrS+h+rTYrh+r�h+hYTH+h+r,hYrYrYh+hyrh71',+ h+r4Y,YrYrti+h+r,Yrti+h Y,+ YYrYrti+r4+h+rrYrti+r,Y,ir,'� YrYh+h+rr4'rti+h+ii+l,YrYr5ir4•r,YhirYh+h+rr4+ti+ri+r,Y,YrS+r �µiYrYrti'hTrrYrYrti�rY,ihY Yrti'rY�,+r,Yrti'+rrti'rY,ir,YrrYrrYhih-hY+4+rti'�,{{ • 1h"L'y rhh Yr,+r,+hYrti+h+r,YrY Y,+r,+.1 Y + YrYTYhjr,+rr` rTYTti h rTYrti+rY:+Y,YY1YTY,YrLr'r YT1,Y,d YrYh+h+hYTH' rr h+h+,YTYrY,+rTYTYr rY,+r,YT Yh+hY Y,YTYr h+h+r T Y T Y hi � � #� + STh�r 4Tr SrT Her rh19 T5+r5 h+r,Yr',+h+hi Yh+rYh+ YTYh+h+r, Yhih+rTYrH+rr'r,ir,Yrti+rS+hYTY, +hir,Y,Y Yh+rTYT BENISON 00.20.22 r,YTYrYh+hYTYrti',i+hYTYrtiih+r,YTYrYh�r,YrYh+r,+r,YTYrYh+r,YTYi,+ hYrYh+,i+hrhYh+r,ri{ h+h+rrYh+hY,YTYh+h+rTYrYrS+h+r,Y,Yh+h+r,YrYh+h YrLI YrYrL. 11 r,+rJYiti+r,+rrYiYiYh+h+rrYh+h+r,YiYiti+h+ryY,Yh+h+rr+rrYrti+h+r,+rT Tr,YTYi',+h+ri+hYr�+ham T S+ 'S+ Y h+h+r,YTYh+h+hYrY h'h4'rYh+ , Y r REVISON 10.0121 Yr i+h+hYr,,+r YrYr4+r,+r r,YrH+'rLl h r,Y, +rT,+hYrY 4 +h+r,YrY h+hY 5+h BENSON 08.20.21 Yh+hYTYrH+h+�i H+-51h+r,Y 4rY BENISON 07.08.21 ff REVISON LL2020 PERMRSET 06.23.20 ROSENBERG RESIDENCE ]B62 PENIN6ULA ROW.fl6NE6818L/H0.NY06]90 ' I I I I I I I y 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1lAi M4P 1000,fiECf10N 10,fiIDCNJ.LOi1J .{}ts k r MAY 1 2 2022s�qT� 029n`�� OF NES Southold Town KINLIN RUTHERFURD ARCHITECTS,PLLC Board of TRIStees ­T6. sm66r.6wre 6z rt�(11]166sifi3e NEWYONK NEW YDeN100Y1 f0.t(]]5758]3136 x DEMOLITION PLAN ROOF O 1 ROOF DEMO PLAN A-033 0 _ PROJECT:330 CONSTRUCTION LEGEND U Fes. NEW CONSTRUCTION s ' V EXISTING WALLS 9 TO REMAIN mO SMOKE/CARBON MONOXIDE DETECTOR a EXHAUST aN u NOSE BIB 9 NEW DOOR TO ACCESS CRAWL SPACE (UNDER INTERIOR STAIRS) 43'-4" 42'-0" NEW CMU FOUNDATIN WALL AND FOOTING AS SHOWN 01 . 106 A�31 %m—�——————— ———_———--- -_ 2--0- L -O"III ———————————————————— REVISON 04.20.22 v o REVISON 10.01.21 N I 7'-736" N REWSON 08.2421 REVISON 07.08.21 REVISON 1L20.20 PERMR SEr 08.23.20 ice! n ROSENBERG RESIDENCE ' 195]PENIN9UTAxOM,flSNEA9 RLWD.NYO9l90 TM AIAD 1000.lECTIOH 10.9IMNJ.IAT 13 D ARctii 34'-436" M AY 1 2 2022 o e� 0G9g0 y0 . F souttoid Town OF NES Board of Trustees KINLIN RUTHERFURD ARCHITECTS,PLLC 59 FAST 5liN 91NEET,9UIIE 9] IEL 1]1519951989 NEWYCNI(XEW roxx100Y5 1775)582-1738 N CONSTRUCTION PLAN W FOUNDATION a _ 01 FOUNDATION PLAN a A-100 PROJECT.330 CONSTRUCTION LEGEND U NEW CONSTRUCTION aU EXISTING WALLS TO REMAIN O SMOKE/CARBON MONOXIDE DETECTOR- a EXHAUST FAN u Hg HOSE BIB is NEW WINDOWS TO BE INSTALLED NEW WINDOWS TO BE INSTALLED 02 NEW TUB TO BE INSTALLED 42.-0" A-031 NEW LAVATORY TO BE INSTALLED 5'-5" 8'-6" 13'-10" 8'-10" 5'-5" NEW TOILET TO BE INSTALLED 105 NEW TOILET TO BE INSTALLED 104 � 103 _ 102 , NEW STAIRS TO BE INSTALLED NEW LAVATORY TO BE INSTALLED 10'-0 6'-0" 6' 4" 6'- " 10'-0" NEW WALLS AND DOORS TO BE I O " 02 NEW SHOWER TO BE INSTALLED (3'x3') INSTALLED AS SHOWN _ BATHR00 I j NEW WINDOW TO BE INSTALLED _I o 104 `o 106 j� OOM 2 OFF 10 - ---- o BEDROOM 1 j I. SCREENED PORCH TO REMAIN o 0 --- MI, o ---y NEW WASHER/SIDE VENT DRYER TO BE ' INSTALLED 107 CM 106 HALL CM 105 CM - EXISTING DOOR T0REMAIN `>F — � REVISON 04.20.22 - I - 6'-0" 8'-10Y." 3'-2" 1 2 7'-7%" N REVISON 10.01.21o - HALL - NEW STEPS TO BE INSTALLED ® 101 n NEW 36" ENTRY DOOR WITH SCREEN REVISON 08.24.21 \ / I 11'-4%" :VIF J J DOOR REVISON 07.08.21 103 tL lI REVISON 11.20.20 > > OPLN/ LNING/L71NING ROOM PERMIT SET 06.23.20 SCREENED ' Ag0yE NEW REFRIGERATOR TO BE INSTALLED PORC � '.r T� � � � A06 102 KITCHEN ® NEW RANGE TO BE INSTALLED ® ROSENBERG RESIDENCE NEW KITCHEN CABINETRY TO BE 1952-1 SUu .HSHE9S D%Y06890 \ I I A431 INSTALLED AS SHOWN .tta Mnr sOao.sEcn0n 20,EImK5.wr2a 11' 6"VIF 'EXISTING SINK &NEW FAUCET TO BE-1 mot� Qp INSTALLED D "Rc .�[, ti, NEW DISHWASHER TO BE INSTALLED r-f D. L, 10'-5." 107 6.-�,. V v[• 'l c NEW WINDOW TO BE INSTALLED 34'-496"VIF Y cr'yT yp� OUTLINE OF SECOND FLOOR ABOVE 029�g F OF NE`N ® E I >z3 E KINLIN RUTHERFURD ARCHITECTS,PLLC 59-54THSVEU.SU11E92 LEI12]2)6854988 NEW KxEWY0Hx10922 F (775)58M1 M AY 12 2022 Southold Town Board of Trustees X CONSTRUCTION PLAN FIRST FLOOR N 3 01 FIRSTFLOOR PLAN A-101 o PROJECT:330 4 a - CONSTRUCTION LEGEND w H V NEW CONSTRUCTION S U EXISTING WALLS ' TO REMAIN. _ O SMOKE/CARBON MONOXIDE DETECTOR a EXHAUST FAN Y HB HOSE BIB 9 • NEW WINDOWS TO BE INSTALLED NEW WINDOWS TO BE INSTALLED NEW SHOWER TO BE INSTALLED - 42'-0" 5'-5" 8'-6" 13'-10" 8'-10" 5'-5" NEW LAVATORY TO BE INSTALLED 04 203 NEW TOILET TO BE INSTALLED —— —— ——— NEW SHOWER TO BE INSTALLED NEW STAIRS TO BE INSTALLED6'-0" 6-44- 6'-0" 10'-9" NEW LAVATORY TO BE INSTALLED NEW WALLS AND DOORS TO BE I _ INSTALLED AS SHOWN - I iv iv I :i NEW TOILET TO BE INSTALLED – NEW WINDOW TO BE INSTALLED O ❑I b BAT M M – BEDgQQM 3 o BEDR 044J 4 L'0 2 1 203 202 SD oCM H® I M 201 CM I .n 204 205 206 REVISON 04.20.22 T-0 REVISON 10.0121 7•– \ / REVISON 0&2421 \ / REVISON 07.08.21 > I REVISON 112020 ATO LOFT BEDROOM 2 PERMR SET 06.23.20 OP / \ N EXISTING WINDOW TO BE REINSTALLED / \ ROSENBERG RESIDENCE 10'-6" VIF 11–496"VIF rrx sur Soon,scrnoK ao.eimcJ.IDTSJ , EXISTING 42"A.F.F. PARAPET WALL TO REMAIN (P� p 1� ECEIVE 029�� OF NE`N I 'p(('� lJ KINLIN RUTHERFURD ARCHITECTS,PLLC l "-�� C�C(�(�J 59 E1ST5<M SiREE1,JV11E B2 (2.)69S29JJ 1- NEWYOFK—YGRK-22 FRX'I)IS)58bi1J8 Southold Town Board of Trustees X N CONSTRUCTION PLAN w SECOND FLOOR x 01 SECOND FLOOR PLAN A-102 PROJECT.330 CONSTRUCTION LEGEND F U �w.. 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V W H V cc�yy RIP GELINEh 19'-6Ya' - —---- —-—- '—-—-—- '--—'—-----—---------- '—------------' _--—-—- -—--- -—-—-----— 'T — - SECOND FLOOR SUBFLOORS__ _—_—___—_ OR —_— —_— _ iz FIRST FLOOR SUBFL004 _ —_—_—_—_—_ - _ _—_—_—_—___ _ .._-�.� - _—_—_ .._.._..__n _ 01 EXISTING EXTERIOR ELEVATION-EAST 02 EXISTING EXTERIOR ELEVATION-WEST REVISON 04.20.22 REVISON 10.0121 REVISON 08.24.21 REVISON 07.08.21 NEW DECK REVISON 1L2020 EXISTING DORMER TO REMAIN PERMITSET 06.23.20 EXISTING WINDOW TO REMAIN RIDGELINE/� 23._7. - —-—-—-—-—-—-—-—- . -—-—-—-—-— - -------------------------_------ ---- --------------- - --- -EXISTING SCREENED PORCH TO REMAIN _ ROSENBERG RESIDENCE 385f PENINSUU .RSN S1 D,NY06390 TAA MAP 1000,SEOFION 10,BLOCK 3,LOT 13 Or 02 SECOND FLOOR SUBFLOORS ------ _ _ OF NE`N _ KINLIN RUTHERFURD ARCHITECTS,PLLC '\ ____ ss usrsarx smE6r,smr6n IEL'l1]])6953988 ' n - HEW YORK NEW YORK 30021 FAX())5)5811IJ8 I-.'- FIRST FLOOR SUBFLOORS 0' __--_ __ --_ —___—___ _—___ - X N 03 PROPOSED EXTERIOR ELEVATION-EAST 04 PROPOSED EXTERIOR ELEVATION-WEST EXTERIOR ELEVATIONS w MAY 1 Z 2022 EAST&WEST J a A-201 o Southold Town PROJECT:330 Board of Trustees a F U 6 _ RIDGELINE� --------------------_— _—_—_—_ _ _ _—_—_—_—_—_—_—_—_—_---- x SECOND FLOOR SUBFLOOR ' _—____..------------- ��,,..,..r..�...�-.-..,1..._..,tr,... _—_—_—_ T 1y t 8'-7Yo. _____-__--_._--_-_._--�-_-__--_ 1 - 1;. --- ---- — — — — --- iz —�—U —_ 7. FIRST FLOOR SUBFLOORh a,_,_ ,-...,_..�..,�._w...��.� -..- � ,T; -- -'----------'-------- -- .. 01 EXISTING EXTERIOR ELEVATION-NORTH REVISON 04.20.22 REASON 10.0121 REVISON 08.24.21 REVISON, 07.0821 • - REVISON -11:20.20 PERMITSET 06.23.20 RIDGELINE - - 23. 7 — -------------------- i. 1 - 1 ------------ --- ------------------ ROSENBERG RESIDENCE 1952—INSU 1111 .NSNERJIS—.NY06380 TWIMAP SOOO,SEC]ION 10.fitD0KJ.lDT 1J . t I D ARCM EXISTING SCREENED PORCH TO REMAIN a 2 2 203 T p04 2 5 T! ` EXISTING DECK TO.REMAIN Z � 04, yo?� SECOND FLOOR SUE FLOORS -�-�_ '-r�1 O a-7), -- -------- ------------ ---------- --__ _ -----__ �.� — --' -- - ----- ----------- F NE KINLIN RUTHERFORD ARCHITECTS,PLLC 104 11 - 1 5 D \% 58EISr$<TN8IREET,SIR]E B1 ]EL 1276)665.1968 NEW YORK NEWroRK ]]S)8833]98 -t--------------------- 'MAY 1 2 202 FIRST FLOOR SUBFLOORn _.—_— -_--.._— -_—_-----_—_— Southold Town . Board of Trustees EXTERIOR ELEVATION PROP N OSED EXTERIOR ELEVATION-NORTH 021/.•t'-0 NORTH y A-202 PROJECT:330 a a w. . F V - pUy,� .Rig GELINE - ------------------------- 6Ya •1 _� —�— a o I SECOND FLOOR SUB FLOOR ' 8'-7O —- -----—---—-—-—-—_--— .. - s..,,.,_r_�,... �_ .,,, - ,T ,..«_,,.,...,.,,.,�.•__,,,v„_ _—_--—_—_—_—_—_—_—_—_—_—_—_—_—_— I _ FIRST FLOOR SUBFLOOR$ __ _—_—_---__- -._ _ _ � -___ 0'-0" __- '-a -�- -^� _—___—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_— 01 EXISTING EXTERIOR ELEVATION-SOUTH REVISON 04.20.22 ' RE'VISUN 10.01.21 REVISON 08.24.21 REVISON 07.08.21 REVISON 1L20.20 PERMIT SET 06.23.20 RID2GELINE - 3.-7. -- ----------------------- --- Ii�� �,I i ._L I Tom,i 1 _l -•r•-.i 11. " r �: I c i -`-� � r'i y.` '�.r _—_—_—_—_—_—_—_—_—_—_.—._—_— ROSENBERG RESIDENCE ,-IT -[. I,L 195]PENINBUTAflWD.R5NEH56UND.NY06]BO r 4�. ,.i �,1'] .�j _ ';_t 1[' r t i I Jam]'] T_I Yl [,,'] [' valr/av SOKSECTION19BL-314- Y I' t 1 -` r ��I D AI�L,y T,: . 41 ti 5 D. .EXISTING SCREENED PORCH TO REMAIN if 08 EASIIN — — E%I- _ ] — EGRE DOW — EGRESS e 029 DOW _.- ]� SECOND FLOOR SUBFLOOR - - - -- - 7Y ------ ------ 4 - -- �4_,. �_.� __..,�� �.. _�..�,�_ ._ --- .�...""._.._ -- _____ _ ----- OF IyE'N D 0 V E -- KINLIN RUTHERFURD ARCHITECTS,PLLC - 107 _ _ _ _. _ 598A5]881N 819EE],SNIE 02 1Ei 13]]1895]988 ' "• ,.I, E%I NG E%I NC - NEWYOXK HEWYOFN 100]] F0.(In5158].v]]6 - MAY 1 2 2022 FIRST FLOOR SUBFLOORS _ _—_—_---- --_ y_ - _ - _ - 0-O" - - - — ----- --- SOuthol -- --- Town Board of Trustees X NPROPOSED EXTERIOR ELEVATION-SOUTH EXTERIOR ELEVATION 021,4,.1.-0- SOUTH a A-203 PROJECT:330 SIMPSON SHEARWALL HOLDOWN cz - &THREADED ROD • a PER SCHEDULE a. SIMPSON SHEARWALL HOEDOWN WOOD SIDING &THREADED ROD F.tAIR &VAPOR BARRIER _ PER SCHEDULE CU EXTERIOR GRADE PLYWOOD WOOD SIDING �d 2x4 FRAMING W/R-15 AIR &VAPOR BARRIER SPRAY INSULATION I" EXTERIOR GRADE PLYWOOD m " GWB SPRAY INSULATIMING ON –15 m SIMPSON CS20 STRAP . If EVERY OTHER STUD TYP. " GWB ' ENTRY DOOR 2x4 BOTTOM PLATE SIMPSON CS20 STRAP EVERY OTHER STUD TYP. 4" • WHITE OAK FLOORING 4"WHITE OAK FLOORING 2x4 BOTTOM PLATE M47 SUBFLOORING %a" SUBFLOORING ® R-21 BATT INSULATION 4" WHITE OAK FLOORING _ 3VSUBFLOORING FINISHED FLOOR 1" RIGID INSULATION FINISHED FLOOR ' - A FINISHED FLOOR MATCH TO EXISTING MATCH TO EXISTING MATCH TO EXISTING R-21 BATT INSULATION R-21 BATT INSULATION 1x4 DECKING _ 1" RIGID INSULATION 2"RIGID INSULATION 2x8 JOIST 2x8 JOIST 3/4" EXTERIOR GRADE PLYWOOD 01�•� PT 2X6 LEDGER LEDGERLOK SCREWS STAGGERED i r1•` 2X8 PT SILL PLATE 2X8 PT SILL PLATE PT 2X8 SILL PLATE X2- ANCHOR BOLT )r ANCHOR BOLT 4' O.C. '1x4 DECK FLOORING JOIST HANGER ' i •.•. #4 CONTINUOUS REBAR #4 CONTINUOUS REBAR -'. #4 CONTINUOUS REBAR JOIST HANGER I; 8" CMU FOUNDATION WALL 8"CMU FOUNDATION WALL J¢" ANCHOR BOLT PT 2x6 DECK FRAMING II HOEDOWN ANCHOR BOLT HOEDOWN ANCHOR BOLT 4 VERTICAL REBAR �.. #4 REBAR VERT. REINF. #4 REBAR VERT. REINF. # LEDGERLOK SCREWS $�: AT ALL CORNERS AND JAMBS AT ALL CORNERS AND JAMBS 8" CMU FOUNDATION WALL - AND ONE CELL EVERY 4' AND ONE CELL EVERY 4' GROUT SOLID WITH VERTICAL '1' .• - REBAR ALL CORNERS AND PT 2x6 LEDGER "v. JAMBS AND ONE CELL EVERY 4' 77 REVISON 0420.22 06 FOUNDATION DETAIL AT ENTRY 04 FOUNDATION DETAIL AT ENTRY PORCH Orf EXTERIOR SHEARWALL AT FOUNDATION DETAIL REVISON 10.OL21 i-Vz-.r-o• 1-Vz--r-0• G,-1n..,._a. `��a p///� REVISON 0824.21 D EG"' 1//��= I pt E REVISON 07.0&21 l� � �` REVISON 1120.20 PERMITSET 0623.20 M AY 1 2 2022 IROSENBERG RESIDENCE 199]FFMN9UlA 90.no.fi5NE 56wm.Nr06390 , Th+I MM 1000.9ECIION 10,BILCx A l0i 19 Southold Town Board of Trustees D 'SRC WOOD SIDING 78" 2x6 RAFTER AIR&VAPOR BARRIER 8" CMU FOUNDATION WALL 9 EXTERIOR GRADE PLYWOOD 30#BulLBING FELT 2X4 FRAMING W/#4 REINF. BAR y R-15 SPRAY INSULATION RADE PLYWOOD . GWB 2" RIGID INSULATION PROOFING MEMBRANE s SIMPSON H10 OR H2.5A 2x4 CONTINUOUS KEY TYP , SLOPE TOP OF FOOTING CONCRETESION�BOVIIN FINISHED FLOOR WITH MORTAR MATCH TO EXISTING _ — __ _ _ WELDED WIRE MESH REINQ294J� 2X4 BOTTOM PLATE VAPOR BARRIER R-19 SPRAY INSULATION COMPACTED GRAVEL �(^ REFER TO STRUCTURAL FOR 2x8 JOIST !' DOUBLE TOP PLATE BOTTOM PLATE CONNECTIONS KINLI EfrP ARCHITECTS,PLLC vv 4" WHITE OAK FLOORING 1x2 STRAPPING _ EXTERIOR GRADE PLYWOOD s9 usr sam sr9cer,wirers in:Izul99sa999 PAINTED WOOD TRIM % SUBFLOORING - nevmatr+nvm9x Srozz r cRrs�s9a1ra9 AIR & VAPOR BARRIER FLOOR TO FLOOR TIE ANCHOR REFER TO STRUCTURAL _ WOOD SIDING R-15 SPRAY INSULATION a " - 2x WINDOW HEADER 1" RIGID INSULATION RIDGID INSULATION .a.a;•, " o . EXTERIOR CASING "'c�• - ^ I SHIM AS NEEDED (2) 2X4 TOP PLATE 1 •`O X WINDOW PER SCHEDULE ti B.0FOOTING a SEE A-501 FOR SPECIFICATIONS FOR TOP PLATE CONNECTIONS '_0'• N �§" GWB BELOW GRADE y 2–O" #5 CONTINUOUS REBAR CONSTRDETAILS REFER TO STRUCTURAL PLANS a o ' A-431 05 ROOF EAVE DETAIL 0'TYPICAL SECOND FLOOR DETAIL 01 TYPICAL FOOTING DETAIL PROJECT:330 • U . ..1 4.4 H 5 U a Y 9 REVISON04.20.22 . E 1(1(Vun^ E I e3�M\FlU/J rs E REVISON 10.04.21 RENSON 08.24.21 REVISON 07.08.21 REVISON 11.20.20 MAY1 2 2022 PERMITSEr 06.2320 ROSENBERG RESIDENCE Southold Town 1852 PENINSULA—D,RI—S—D.NY 00380 Board of Trustees TOW 1000,SED110N 10.0LDON3.L0r13 SHINGLES y �� 30#BUILDING FELT �y EXTERIOR GRADE PLYWOOD SIMPSON H10 OR H2.5A RAFTERS REFER TO STRUCTURAL FOR (ZINGO29 TF 4F N�{U�J q R-38 BATT INSULATION � —DOUBLE TOP PLATE KINLIN RUTHERFURD ARCHITECTS,PLLC $'i" EXTERIOR GRADE PLYWOOD se Pnsrssrx smcn.-02 rE1:012)805a NEWYOPK—YOPN30022 F (775)502.1736 PAINTED WOOD TRIM AIR &VAPOR BARRIER _ - WOOD SIDING 2x WINDOW HEADER RIDGID INSULATION EXTERIOR CASING °v SHIM AS NEEDED X WINDOW SEE A-501 FOR SPECIFICATIONS CONSTRUCTION DETAILS x A-432 0 01 EAVE DETAIL AT SCREEND PORCH PROJECT:330 r-c D. WINDOW SCHEDULE NOTE: SEE SHEET A502 FOR WINDOW ELEVATIONS U FIRST FLOORRough Opening Size Jamb Divided Exterior Window# Room# Rm Name Type `Manufact. Product# Description Width Height Depth Glass Lite Screen Hardware Cladding Remarks '101 104 BEDROOM1 A MARVIN' UDHG2 4024 DOUBLE HUNG 5'-71/2" „ 4'-76/8" 69/18" Y Y CHAMPAGNE WHITE EGRESS WINDOW - 102 104 BEDROOM 1 C MARVIN UDHG2 2848 LEFT CASEMENT 2'-5" 3'-116/ 69/8" Y Y CHAMPAGNE WHITE EGRESS WINDOW e" 1 103 105 BATHROOM 1 B MARVIN ESDH 2030 DOUBLE HUNG 2'-0" 3'-O" 69/16° N Y CHAMPAGNE WHITE 104 106 BATHROOM 2' B MARVIN ESDH 2030 DOUBLE HUNG 2-0" 3`-0" 696" N Y CHAMPAGNE WHITE a 105 107 OFFICE C MARVIN UDHG2 2848 RIGHT CASEMENT 2'-5" 3'-115/6" 69/16" Y Y CHAMPAGNE WHITE EGRESS WINDOW 106, 107' OFFICE A MARVIN UDHG2 4024 DOUBLE HUNG 5'-71/2" 4'-7% 69/16" Y Y CHAMPAGNE WHITE EGRESS WINDOW 107 102 KITCHEN D' MARVIN UCA 2836 RIGHT SWING CASEMENT 2-5"_ 2'-116/8" VIF N Y CHAMPAGNE WHITE SECOND FLOOR Rough Opening Size Jamb Divided Exterior Window# Room# Rm Name Type Manufact. Product# Description Width Height Depth Glass Lite Screen . Hardware Cladding Remarks 201 201 BEDROOM 3 A MARVIN UDHG24024 DOUBLE HUNG 5'-71/2"t. 4'-76/8° 69/s" Y Y- CHAMPAGNE WHITE EGRESS WINDOW 202 201 BEDROOM C MARVIN UDHG22848 LEFT CASEMENT 2-5" 3'-115/8" 69/s" Y Y CHAMPAGNE WHITE 203 202 BATHROOM 3 B MARVIN' ESDH 2030 DOUBLE HUNG 2'-0" 3'-0" 69/16" N Y CHAMPAGNE WHITE' 204 203 BATHROOM 4 B MARVIN ESDH 2030 DOUBLE HUNG 2'-O". 3'-0" 69/s" N Y CHAMPAGNE WHITE 205 204 BEDROOM'4 C MARVIN UDHG2 2848 RIGHT CASEMENT 2'-5"' 3'-i15/a" 69/is° Y Y CHAMPAGNE WHITE 206 204 BEDROOM 4 A MARVIN UDHG2 4024 DOUBLE HUNG 5'-71/2" 4'-75/8" 69/s" Y Y CHAMPAGNE WHITE EGRESS WINDOW' 207 206-- BEDROOM`2 E MARVIN UCA 3640 RIGHT SWING CASEMENT. 3'-1" 3'-3%" VIF N, Y CHAMPAGNE WHITE 208 201 BEDROOM 3 F MARVIN UCA 2848 RIGHT SWING CASEMENT 2'-5" 3'-115/8" 69/18" N' Y CHAMPAGNE WHITE EGRESS WINDOW,EXISTING TO BE REUSED REVISON 04.20.22 REVISON SO.OL21 REVISON 06.24.21 REVISON 07.06:21 REVISON 1120.20 ` PERMIT SET 06.23.20 ROSENBERG RESNYI0 D839E0 NCE TuNW0.SECN10.BOK3.D czLeD ARC,� - -- 029a�1 OF NES KINLIN RUTHERFURD ARCHITECTS,PLLC - S9 E0.5T 461X STPEET:6011E92 IEL I]3])69SSB39 NEWYORX NEw YOPK 100]1 FPJ[I]TS)SBSIT38 E G,E IVE MAY 1 2 2022 X N N Southold Town WINDOW SCHEDULE Board of Tnistees w 5 m A-501 PROJECT:330 F .IIS 2.-5„ R I IY , 3'-1' RO 2'_5" Rp 2'-6Y4" RO '-0" RO ' 3'-101/4" RO d 0 LEGp"SSIN D O W EGR SS O O MARVIN UCA2848 MARVIN UCA3640 MARVIN UCA2836 - MARVIN UDHG2 2420, MARVIN ESDH2O30 MARVIN UDHG2 4024,- RIGHT CASEMENT RIGHT CASEMENT RIGHT CASEMENT DOUBLE HUNG DOUBLE HUNG (EXISTING TO BE REUSED) DOUBLE HUNG 208 207 107 102, 105, 202, 205 103, 104, 203, 204 101,_106, 201, 206 REVISON 04.20.22 REVISON 10.01.21 ' REVISON 08.24.21 • REVISON 07,08.21 'REVISON 1120.20 PERMITSEr 06.23.20 ROSENBERG RESIDENCE - 9951 PFMNSUTAROAD,n9nE9919U110,NY09980 -- -- --- --- - - TAAMAP SOOO,6ECMN30.9IDLN9,IDT 19 ' CRE D ARCh� 2 01, 029Ag�Jp� SOF IdE`N KINLIN RUTHERFURD ARCHITECTS,PLLC - 59 vsrsnn smEEr.sunE9z rEt�zuls9sa9es . NEWYOPo(NEWYONI(]GOZ2 FA]CIIrS)S9D1r36 r EIVE Y 1 2 2022 Q K sev old Tam WINDOW TYPES W Board of Trustees m - A-502 0 PROJECT.330 V .a V 2._8.. rx \ 2'—R" X c / , D 0 \ 0 0 N SLIDING INTERIOR DOOR EXTERIOR DOOR EXTERIOR DOOR WITH INTERIOR DOOR GLASS AND SCREEN DOOR 106, 107 108 EX 104, 105, 101 EX 201, 202, 203, 204, 205, 206 REVISON 04.20.22 REVISON 10.0121 REVISON 08.24.21 REVISON 07.08.21 REVISON - 11.20.20 PERMITSET 06.23.20 ROSENBERG RESIDENCE - 9sss rersrvwuxwo,Nsxuu Lsuxo.rrc669s6 -- iASNUP 1000,6ECTON 10.fi1DCK9.IDT 19 01x ED AR . 5 2 13� 029A�� FOF N��3 HINLIN RUTHERFURD ARCHITECTS,PLLC ' ss 6asTsarxsrxeaT.wrtEn - rF•pta7 esszefie ' rv6wromcxswroxKaoon cue prs7 ssxarl6 • r, �� r �s L M AY 12 2022 x t Smallold Town DOOR SCHEDULE Board of Trustees A-503 PROJECT-330 ELECTRICAL LEGEND 10 WALL MOUNTED LIGHT FIXTURE 5 RECESSED LIGHT FIXTURE U . • WATERPROOF RECESSED LIGHT FIXTURE SURFACE MOUNTED LIGHT FIXTURE ® UNDER CABINET STRIP LIGHT • 17 INTERCOM K $ SWITCH 2 $o DIMMER SWITCH X $9. 3—WAY SWITCH , `? $90 3—WAY DIMMER SWITCH ' 9 $4 4—WAY SWITCH $so 4—WAY DIMMER SWITCH $_ DOOR OPERATED SWITCH =0 DUPLEX RECEPTACLE �r.r. WATERPROOF DUPLEX RECEPTACLE :0 SWITCHED DUPLEX RECEPTACLE OUTLET,ONE SIDE ONLY GROUNDED FAULT RECEPTACLE =0 OUADRUPLEX RECEPTACLE FLOOR RECEPTACLE ELECTRIC VEHICLE CHARGING STATION 14 TELEPHONE/DATA © TELEVISION/CABLE O EXHAUST FAN O* THERMOSTAT 1 O SMOKE/CARBON MONOXIDE DETECTOR I I ----- I til _I_ � ❑O DOORBELL OFFICE lr T 3,1 BATH M 1 BEDROOM 1 , FIXTURE FITTED WITH A III' h 0lo r'—t— L— —_ ---- HIGH—EFFICACY LAMP • --�.—moi ---- wo ---i SPEAKER BAT OOM —1—J - I i _I_ I i ♦ ® HDMI CABLE(N) T —11 —7 r�0 ❑a WIRELESS ACCESS POINT S SD SD C CM REVISON 04.20.22 I I REVISON 10.0121 HALL I I I I BENISON 08.24.21 I I I I I I I I REVISON 07.08.21 \ LIVING/DI ING R OM o I i REVISON 1120.20 S IR I I PERMITSET 06.23.20 SCBE F— DECK I POR f�CH / \ JII t' I I " I x KITCHEN I / \ _4 1 I ROSENBERG.RESIDENCE_ _ 1 j —21Frv1 ,.—.0 .NY..— / I\ I I ox r. 9. 11 � FE �Achi ----------- o ti tP>q�o. 029 m IL FOF ��1 FN KSBIENISLTISN<MRSRUiTEEHi,E5MREFURD ARCHITECTS, NAV I C 2022 WdKWTFK18B FAI(7I5)582-1198 1 LI Southold.Town i Board �(\of Trustees X 'v\ ELECTRICAL PLAN W FIRST FLOOR N o 1 FIRST FLOOR PLAN E-101 PROJECT:330 a ELECTRICAL LEGEND F F+ p WALL MOUNTED LIGHT FIXTURE RECESSED LIGHT FIXTURE • WATERPROOF RECESSED LIGHT FIXTURE - SURFACE MOUNTED LIGHT FIXTURE ' ® UNDER CABINET STRIP LIGHT I'7 INTERCOM x $ SWITCH $o DIMMER SWITCH eC % 3—WAY SWITCH ' $]o 3—WAY DIMMER SNITCH p $. 4—WAY SWITCH ' $w 4—WAY DIMMER SWITCH DOOR OPERATED SWITCH =0 DUPLEX RECEPTACLE =Or.P. WATERPROOF DUPLEX RECEPTACLE =0 SWITCHED DUPLEX RECEPTACLE OUTLET.ONE SIDE ONLY GROUNDED FAULT RECEPTACLE =0 QUADRUPLEX RECEPTACLE _ 0 FLOOR RECEPTACLE =0- ELECTRIC VEHICLE CHARGING STATION IC TELEPHONE/DATA (D TELEVISION/CABLE - EXHAUST FAN I tb © THERMOSTAT r O SMOKE/CARBON MONOXIDE - DETECTOR _1_ �'�r'�I _I_ —+— @r'—')�Q� [7 DOORBELL BEDROOM 4 ILS J1U —1— Ij-- — J'I BEDROOM 3 FIXTURE FITTED WITH A HIGH—EFFICACY LAMP ;HR OM I IIIII —+— TH OM 3 SPEAKER ER HOMI CABLE(TV) - =1-- —+— sD WIRELESS ACCESS POINT CM SD CM - HALL REVISON 04.2022 I'TT1 _ I I REVISON 10.0121 I I I I REVISON 08.2421 I I I I I I REVISON 07.08.21 REVISON 11.20.20 I ' OP�IQ W I PERMrr SEF 06.23.20 B W I / \ I FAMILY ROOM BEDROOM 2 I ROSENBERG RESIDENCE FM-IMR—.gSNER]ISLANO,NY00]90 _ - _ I iPIIMN SOOO,SfCNON 30.0LOIX].L�TS] I J . 029�°'�yp�� C E E V Er� F OF NEIN KINLIN RUTHERFURD ARCHITECTS,PLLC ]9EAST5aiN 0NiEET.SNfr BI frL•1132)69 2— MAY1 2 2022 NEWYORI(NEWYORN30012 F/JC(TT])E021— SOut old Town' Board of Trustees X ELECTRICAL PLAN w SECOND FLOOR x 01 SECOND FLOOR PLAN E-102 R PROJECT-330 w V H - U PLUMBING NOTES: - 1) DO NOT SCALE FROM THIS DRAWING. 8) PITCH HORIZONTAL DRAINAGE PIPING 3" DIAMETER AND LESS 1/4" PER FOOT ?4 `.may 2) ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE BUILDING CODE OF MINIMUM: OVER 3" DIA. PITCH 1/8" PER FOOT MINIMUM. - 9 THE TOWN OF SOUTHOLD 7) SPACING BETWEEN CLEAN—OUTS SHALL NOT EXCEED 50'-0" 3) OBTAIN AND PAY FOR ALL PERMITS, CERTIFICATES, ETC. REQUIRED. 8) GUARANTEE ALL WORK FOR A PERIOD OF 1 (ONE) YEAR FROM DATE OF FINAL , 4) VERIFY FIELD CONDITIONS AND LOCAL CODES BEFORE SUBMITTING BID. ACCEPTANCE. 5) DELIVER CERTIFICATES OF FINAL INSPECTION TO OWNER BEFORE APPLYIMG FOR 9) ALL HOT AND COLD WATER LINES TO HAVE SHUTOFF VALVES. . FINAL PAYMENT. , 1 . 1 • �4'V.T.R �4'KLR �4•V.T.R , T.O. RIDGE JL I I I B.O. CEILING I I I REVISON 04.20.22 I I j REVISON 10.OL21 REVISON 08.24.21 I I 1 I I I REVISON 07.0821 I I BATHROOM I BATHROOM I I 'I REVISON LL20.20 I 1 1 ' I L__ T " L__ Z. - PERMIT SET 06.23.20 I 1 T— T-- --- I 'I---=— . I NEW LAVATORY I I r.______I___--_ _ . I I NEW LAVATORY 1 I I I I NEW TOILET IT1112, NEW TOILET i l„• ,T Ix,17 ROSENBERG'RESIDENCE ------ -- NEW SHOWER I INEW SHOWER I 1952 PENINSUTARdN,pSHER515UND.NY08450 TUI MV SOOO,SEMON 10;—3.-13 Lavatory I - j I Lavatory I I 1 4• I 1 q• - I I Toilet _ I I Toilet �1 D ATTp C� SECOND FLOOR I � IShower - 1Shower 117 .. i T 4' 112' I I I Z I I I I I , KITCHEN i BATHROOM LAUNDRY'CLOSET BATHROOM ,,nn L--�---�---� ---___II ----- UB _ I I______I __ ------- NEW 29 RELOCATED T------ -----LAVATORY : C �r I 1 NEW TOILET `I I I• I I I NEW LAVATORY l— G RELOCATED SINK 1117 1117 t, IT 1117 1 .119? IT 1112' 1 TI I 1 INLIN RUTHERFURD ARCHITECTS,PLLC RELOCATED DISH WASHER I NEW SHOWER I I I I WASHING MACHINE I 1 1 RELOCATED TOILET ISiak I I Lavatory I lavatory MAY �, 222 ovsrsarN swEET.surtE sx rEL�xlx7 ses.xsa3 Dish 1 4' Clothes oto V f EW W—YORK IOO22 rve0rsl ses.lras Washer - I Toilet Washer ITub Toilet FIRST FLOOR Shower ” boutfiold Town 117 - q 3' T 4' 117 Boardf Trustees 4' q• 4" TO SEPTIC, SEE K ATTACHED SITE AND ' SEPTIC DWG PLUMBING RISER DIAGRAM x 01 PLUMBING RISER DIAGRAM a IUr ro aGIE P-101 PROJECT:330 J STRAW BALE BIN WIRE ^J PLASTIC LINING > ■i 1.. NATIVE MATERIAL 2X2 5/8 16 GA. (OPTIONAL) ' O co E C -►WIRE MESH �r �� U No 00 1 1/2" \ SECTION B-B PROPERTY LINE -- WEST ■= V c°' F- o E WOOD OR NOT TO CCALE ABUTTERS LINE � Y U o METAL STAKES HARBOR w_ �.. - .2 00 N M1�•,,, ���/ M (2 PEF BALE) EDGE OF GRAVEL ------------------- m ■� � � N � c 9s �G t EXISTING CONTOUR --- 10 --- ui .= E C' p� _ • :.:r::- BRUSH LINE _ T oCD \ i� 10' MIN. �; Q v, i nY c > U E NOW OR FORMERLY N/F p LJ.I Q o v B J :'; B UTILITY POLE c o F �° BOUNDARY POINT O EN I Q as SILT FENCE 11ER I� �, \ VARIES coIRON MONUMENT ® V Nm cm _ BRIEi^i SITE 0 ` r WOVEN WIRE FENCE (MIN. 14 � •ti, {�i �+ � � E � o rn GAUGE W/ MAX. 6" MESH ,�O SPACING) CONSTRUCTION ENTRANCE N 2„ NOT TO SCALE 2' I-- PLASTIC STRAW BALE Q 00 LINING PLAN (TYP) co 00 10 MAX. CENTERTO CENT 36" MIN. LENGTH NOT TO SCALE Lu (All ER FENCE POSTSDISTRIBUTION BOX � �w �R oV C DRIVEN MIN. 16�� NOTES: INTO GROUND NOT TO SCALE 1. DIMENSIONS SHOWN ARE FOR TYPICAL RESIDENTIAL CONSTRUCTION, LARGER PROJECTS OR PROJECTS REQUIRING PUMPS MUST BE SIZED ACCORDINGLY (7 GALLONS/TRUCK,( O I 50 GALLONS/PUMP, PLUS MIN. V FREEBOARD). 0 II 2. CAPTURE MATERIAL AND LIQUIDS MUST BE REMOVED FROM PIT AND PROPERLY DISPOSED OF WHEN THE PIT REACHES \ 75%OF ITS CAPACITY. LIM HEIGHT \ 3. INSPECT PIT PRIOR TO EACH USE TO ENSURE CONTAINMENT rn „ OF FILTER OF WASH WATER. z 16" MIN. w l \ xog\ " \ i---- 1�.------ P M -® ---_o FUJIMAC 80R 70/ 6 MIN. BLOWER �. ----- F ALARM LOCATION MAP SCALE 1 =400' EUZSPECTIVE VIEW FUJI CLEAN OVNEMA 4X NE WOVEN WIRE FENCE (MIN. 14 100' • \ CONTROL PANEL MAP RI�ERENf:Es A y� �I 1/2 GAUGE W/ MAX. 6" MESH I I PROVIDE ROOF DRAIN DRYWELL (SEE DETAIL) MAIN PANEL 1. PLAN OF PENINSULA AT FISHERS ISLAND OWNED BY CHARLES W. � �� SPACING) WITH FILTER CLOTH I I HEDGE & FRANCES G. THORP, SCALE: 1"=50', DATE: 1913, REVISED OCTOBER 1951, JULY 1953, SEPTEMBER 1967 AND JANUARY 29, cc 36" MIN. FENCE POST o I -` y b` \� WIRING SCHEMATIC 1976 BY CHANDLER & PALMER ENGINEERS c.. % l „ UNDISTURBED RENOVATE EXISTING RESIDENCE & NOT TO SCALE 2 FLOW--._ GROUND :. 1. h' - CONSTRUCT ADDITION (277 SQ. FT) FOR 2. PROPOSED LOT LINE CHANGE PROPERTY OF HARRY P. BROOM, (P PROPOSED 4 BEDROOM RESIDENCE24 JR & LORRAINE M. BROOM THE PENINSULA, �O a 1 FISHERS ISLAND, NEW 9953 <c, z_ I .`> SLOPE OAK \ FF ELEV. f17'S YORK, SCALE: 1"=20' DATE: 7/28/2000, REVISED 12/1/2000, BY p'y'OFEs$IpNA'' COMPACTED SOIL \\ . ROCK � CHANDLER, PALMER & KING CL EMBED FILTER CLOTH \\�\\�\��\\/ o (( A MIN. OF 6" IN GROUNDco t \ f / UNE OF SOUTHOLD TRUSTEE JURISDICTION / 3. COASTAL EROSION HASARD AREA MAP, TOWN OF SOUTHOLD, t SUFFOLK COUNTY, NEW YORK, SCALE: 1"=2000', DATE: 8/29/1988, SHEET 47-FI OF 49 ;aECTION MEW1 1\ \� I s�3�, / 11\ \ o 0 NOTE-THERE ARE NO WELLS /-+- NOTES CONSTRUl,TION SPECIFICATIONS 18» I \ WITHIN 150 FEET OF THE / LE 1. THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH I g I \ I OAK \ PROPOSED DEVELOPMENT #469 qp INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE WIRE TIES OR STAPLES, POSTS SHALL BE STEEL EITHER "T°' OR "U" TYPE / _J I :cn > �> > I rn 1 M pROk. PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR OR HARDWOOD. ( �• c�,p \ r'\� \ \��CgT�ON EXCEEDS THE SCOPE OF THE ENGAGEMENT. t 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH `PATH \ 1 ( N/F \eM�Sr�N0 6„ 2. IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY � � / CONCH OUT LLC \ � p� , TIES SPACED EVERY 24" AT TOP AND MID SECTION, FENCE SHALL BE , 6 7)� / SINGLE FAMILY RESIDENCE \ \\O I PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED WOVEN WIRE, 6" MAXIMUM MESH OPENING. APPARENT HIGH WATER LIME AND 1 �/ M LAND CURVEYOR, TO ALTER AN ITEM IN ANY WAY. APPROXIMATE LIMITS OF TIDAL WETLANDS I � 1 t ~ � ° PUBLIC WATER � � `c^'�NS� W Y 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY Of �/ \ ��\"� �"3 ON SITE SEPTIC ,� ` RSD+ 3. ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND n Q O SHALL BE SHALL BE EEITHERLFILTER XPED YMIRAFSIX II 10OX,CHES AND STABILONDKADT140N,RORLOTHA PROVED PROVIDE SYSTEM CONTROLS & ALARM I / / / � �v�' o \ d► / SURVEYORS SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL Q O O ARE ThE PRODUCT OF THE LAND SURVEYOR. af Iz EQUIVALENT. MOUNTED TO BUILDING EXTERIOR I 69. PROVIDE CLEAN-OUT TO GRADE / PROVIDE NEW WATER O PROVIDE WEATHER PROOF ENCLOSURES_ I I �O�P 2' FROM FOUN'DAT1ON �dALL / / Li_ 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIIROFENCE, OR APPROVED AS REQUIRED (TYP) I I 0 G� g� `'��o / i SERVICE- COORDINATE 4. CO; RDINATE DISTANCES ARE MEASURED FROM! U.S, COAST AND U �- g Z r Q 0 \ p A WITH FI WATER WORKS " " EQUIVALENT. (ALL COMPONENTS TO BE HARD WIRED) I I I 0 15" Qo �'� � ABANDON EXISTING "r / GEODETIC SURVEY TRIANGULATION STATION PROS I I I I I N TW \ 16. 1 9A• �`t� CESS POOL - / 3 �n k�, y_ 0 (n 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL 1 OA `S9 PER SCDHS STANDARDS / Q v Z Z REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. S• 5. SITE. IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX 0 I I PROVIDE FORM Lu Z g l I1 \ ' WWM-080 MAP 1000, SECTION 10, BLOCK 3, LOT 13. 00 W `•ol� \ \ ' OL [if LLJ m ` SEPTIC COVER ,,t / 6. TOTAL AREA = 0.27f ACRES (12,127f S.F.) O 0- m N � / H Ln 'S' o / � W ,�n 1 POL 7. SITZ: IS LOCATED IN ZONING DISTRICT R-40. Z •- N LEACHING SYSTEM EXPANSION AREA \ ' \ \-' \�Fz�RpG� 7�/ G4- # /" PROVIDE 2 LEACHING POOLS (SEE DETAIL) W \ 1 o� 'o ,tea �� 8. VERTICAL DATUM IS BASED ON NAVD88 `\ 9. PERCEN 13 Qom` �o f T OF LOT COVERAGE-20% ALLOWED 1 \ -•t / -- o r r IPE f EXISTINr- 12% of W \ � 13 PROPOSED-13.8% PROVIDE FUJI CEN-5 WASTEWATER PROVIDE FUJIMAC 80R BLOWER IN VENTED \ cs BEST o• ,1. / TREATMENT SYSTEM (SEE DETAIL) 10. AREA TO BE FILLED BELOW ELEVATION 10- 400 SQ. FT. APPARENT HIGH WATER UNE AND ENCLOSURE ON CONCRETE PACT A\� 12 PROVIDE PRECAST CONCRETE FILL REQUIRED- 20 CU. YDS. (FROM ADDITION EXCAVATION) INSTALL PER MANUFACTURERS APPROXIMATE LIMITS OF TIDAL WETLANDS RECOMMENDATION, I DISTRIBUTION BOX 5' FROM �- �� S � w \\ ' \ / pRyHF� ocr-7- NIF TREATMENT UNIT (SEE DETAIL) PROVIDE WSCH 40 PVC AIR UNE TO BLOWER 6Z N HARRY P. BROOM, JR. ,OLE DATA - INSTALL PER MANUFACTURER'S RECOMMENDATIONSI OFC �z sF SINGLE FAMILY RESIDENCE ��''o tis . ^.'H BY. RICHARD H. STROUSE DATE: 9/3/2019 PUBLIC WATER 0- 18 TOPSOIL U) m "*�00. 00• j•542A / ON SITE SEPTIC / 18"- 68" SANDY SUBSOIL 0° U `���, BENCHMARK: CP ROD3004 !y 5 / PROVIDE CONSTRUCTION ENTRANCE 68"- 17' POORLY GRADED SAND WITH SOME FINES SM �, EL=4.39' ' �T \PROVIDE STONE PARKING EXPECTED HIGH GROUND WATER BELOW ELEVATION 2' o Quo ® APPROXIMATE LIMITS OF N o z z o FLOOD ZONE VE (ELEV 14) PROVIDE CONCRETE WASHOUT PIT (SEE DETAIL) p: w � EXISTING I �s, -�� PER FIRM 36103CO019H \ SOIL CI,.ASSIFICATIONS Z D- Q RESIDENCE I 1 � �'� MAP REVISED 9/25/2009 PROVIDE SILT FENCE p N m 0 PROPOSED I MAINTAIN DURING _ W Q V) •y� / ADDITION \ N/F CONSTRUCTION-ESTABLISH COASTAL EROSION HAZARD CpC- (,ARVER AND PLYMOUTH SANDS - 3-15% SLOPES � \ CAPE SEVILLITY LLC AS LIMITS OF DISTURBANCE o w o I UNE SHEET 47-nFERE E o. SINGLE FAMILY RESIDENCE (5,0001 SF) (SEE DETAIL) �EFrnc,.SYSTEM DESIGN FOR 4 BEDROOM RESIDENCE - o � PER MAP REFERENCE No.3 m / \1 PUBLIC WATER __ USE A FUJI CLEAN WASTEWATER TREATMENT SYSTEM- MODEL CEN5 W o N N ON SITE SEPTIC 33 �4' PROPOSED �ROOF LEADER (500 GPD CAPACITY - (MAX. 4 BEDROOMS)) � w N N � USE 1•-• DISTRIBUTION BOX (SEE DETAIL) ¢ N � a RESIDENCE USE 2- PRECAST CONCRETE LEACHING POOLS (SEE DETAIL) � � 1' 88USE 4" DIA. APPROVED SEWER PIPE THROUGHOUT ro 0 o 103' 4" PVC WYE PROVIDE 4" CAST IRON PIPE TO A POINT 2' BEYOND FOUNDATION o - N � r� OVERFLOW WALL- PROVIDE CLEAN-OUT TO GRADE z 3 WASTEWATER TREATMENT SYSTEM SHALL VENT THROUGH THE SEWER o 4" PVC CUT PIPE. A HOUSE TRAP SHALL NOT BE INSTALLED UPSTREAM OF UNIT. TO LENGTH MIN. 6" SOIL COVER OVER DRYWELL NO ADDITIONAL VENTING IS REQUIRED. /} ISINFEC110N BLOCKS AND CATCH Q O CYLINDER OPTIONAL BASIN GRATE TO GRADE 3 FOk EXISTING SHED 18" MANHOLE (TYP 18" MANHOLE (TYP 24" MANHOLE (TYP ( (NEENAH R-2525-F) OR EQUAL v FILTER FABRIC (DRY BUILDING) INVERT ELEVATIONS- Q o Q a m 1'-o d" �2" PLAN so BEND m o m m Lo Lo OUTLET AT HOUSE-12.50 po _ • ■ o m FUJI TANK INLET- 11.75 rn 00 00 rn rn 4" SDR 35 PVC ■, U \ • DIMENSION DETAIL- SCALE: 1"=20' SLOPE AS REQUIRED FUJI TANK OUTLET- 11 m m ;� .58 0 _ m m o 0 • -0 ■ m N L� I N U N N o 0 o m D-BOX INLET - 10.97 5 1" STONE OR p p p 0 p ■ D-BOX OUTLET - 10.80 O w SCREENED GRAVEL F- O O O J BOTTOM OF POOLS-ELEV. 5.0 7) U z z w 1' 6' 1' w Y U z Y ❑❑ DDD ❑q iv STORMWATER DRYWELL DETAIL O U o ❑❑ OOO ❑g I B m o o v 20 10 0 20 5' 5' _ o❑°❑° 0 0 0 oLL❑�, NOT TO SCALE GRAPHIC SCALE IN FEET Emil 4'-4 7/8 4'-3 1/8" V-2 7/8" ❑❑ �0 ❑❑ � DRAINAGE CALCULATIONS DATE: 07/02/2020 ❑❑ ED O E3 ❑❑ ❑❑ ED 0 0 ❑❑ - PP_ SCALE: = 00 C3❑ NEW ROOF AREA = 300 SF D If' 1 20 ❑❑ D ❑❑ I (EXISTING ROOF TO REMAIN) QUALITY CONTROL CERTIFICATION ❑0 0❑ M a o o ❑❑ PROJECT: 2019835 0❑ ❑CJ t� 0 0 ❑❑ REQUIRED = 300 SF X 1.0 X 2/12 = 50 CF MAY " 2 2022 GROUP REVIEWED DATE PROJECT MANAGER 6'-6.. DRYWELL SURVEY 50 CF / 28.27 CF/VF = 1.8 VF Southold Town ENVIRONMENTAL USE ONE (1) - 6'0 X 4 DEEP DRY WELL. Boars of Tnlskoes SHEET CIVIL FS1JI CLEAN CEN-5 LEACHING POOL DETAIL 1 OF 1 STRUCTURAL NOT TO SCALE NOT TO SCALE ARCHITECTURAL