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Home My WebLink About1000-71.-1-16.2 OFFICE LOCATION: ��q s® y® MAILING ADDRESS: Town Hall Annex �® �® P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY 11971 G c®U ,� LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees Cc: Honorable Lori Hulse, Attorney From: Heather Lanza, AICP, Planning Director LWRP Coordinator Date: December 16, 2025 Re: LWRP Coastal Consistency Review HALLOWELL FAMILY TRUST, SCTM# 1000-71.-1-16.2 This application is to remove the 262 sq. ft. pergola from the existing 548 sq. ft. seaward deck; on existing 2,248 sq. ft. (first floor area) two-story dwelling, install new windows, doors and sliders throughout first and second floors, and replace existing where needed; construct three second floor additions for a combined total of.1,349 sq. ft. second floor; abandon existing septic system and install a new I/A OWTS sanitary system landward of dwelling; install gutters to leaders to drywells to contain roof runoff; and to establish and perpetually maintain a 15' wide vegetated non-turf buffer area along the landward edge of the top of the bank. 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 policies of the LWRP as follows: Policy 5. Protect and improve water quality and supply in the Town of Southold. 5.1 Prohibit direct or indirect discharge that would cause or contribute to contravention of water quality standards. C. Ensure effective treatment of sanitary sewage and industrial discharges by: 3. Modifying existing sewage treatment facilities to provide improved nitrogen removal capacity. J 5.2. Minimize non-point pollution of coastal waters and manage activities causing non- point pollution. A. Minimize non-point pollution of coastal waters using the following approaches, which are presented in order of priority 1. Avoid non-point pollution by limiting non-point sources. c. Control and manage stormwater runoff d. Retain or establish vegetation 2. Reduce pollutant loads to coastal waters. 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. 2 t � 4 4 i i Town of Southold j LWRP CONSISTENCY ASSESSMENT FORM DEC 0 2 2025 A. INSTRUCTIONS souTHOLD TOWN PLANNING BOARD All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. i 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area NNch includes all of Southold Town) 1 If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be'explained in detail= listing both sun_,_,,nortfna and non- suaporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertaken. A copy of the LWRP is available in the following places:online at the Town of Southold's website(southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all i local libraries and tl�e Tnwn 'Ier�'c office: B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# ! -T! PROJECT NAME 'AcI UI L.L, FNG s l D EN Cam' I i The Application has been submitted to(check appropriate response): r Town Board El Planning Board❑ Building Dept: ® Board of Trustees t I. Cate or of Town of Southold agency action check appropriate response): g Y Y ( (a) Action undertaken directly by Town agencY(a•S•capital construction,planning activity,agency regulation,land Vansaction) ❑ { (b)j Financial assistance(e.g.grant,loan,subsidy) i (c)s Permit,approval,license,certification: Nature and extent of action: -SeeZC1tCtt-1�CAST AI 1ST. cDos Mtp. e)er tw NEyi ,DaRmee, a EXIST` ELgAGe EjP At_ o f PER.66LA Ova E)ctCr-, p!�ccc !t &OAJ W(ntoow-g ?� flooRS. hla E�cl�,�t�t oN o� ArC.'T�R hand Ta >eou��°tTcW� ! f�2 FbCr-FtZt Orr } I La ation of action: 45. 1 ��A i�is(-t J R�V� S OIT +tbt_.G i. Site acreage: U F(,AND- t-7pQ0 2. 6. U lC .A I QCCCC . "Ca'c+tL LOT' - . 43 ems' Present land use: S(ASCr-I,,E vt t C, fi t OUW C-�& f Present zoning classification: R — 4-0 M 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: i (a)i Name of applicant: �+*LLO AJO-I. (b) Mailing address: 1 -74 S N . FAc-&#,S'A- D(Z • S0 i i 8T — e44t (c) Telephone number: Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yet ElNo If yes,which state or federal agency? 1 C. Evaluate the project to the following policies by analyzing how the project will further support or not suppok 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 i 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. ErYes No ❑Not Applicable ' rt� � �5`CinJG+ �'1� Gam" Quest-t�MC� tSG- o r4 N ON T4+EF Attach additional sheets if necessary Policy 2. ;Protect and preserve historic and archaeological resources of the Town of Southold. See LNW Section III-Policies Pages 3 through 6 for evaluation criteria ❑ Yes ElNo L Not Applicable i i i Attach additional she if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town.of Southold. See LWRP Section M—Policies Pages 6 through 7 for evaluation criteria Yeis ❑ No❑ Not Applicable olxkST r:700TrEMcNI MAmSS OF Tom- ems n/ kN �O U c.D K:&j e of r�'i't V.i`i�P n� �S C1014 kr-- 2_aG ca�rt cF r4 � r i Attach additional sheets if necessary i NATURAL COAST POLICIES Policy 4. 'Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section IIY—Policies Pages 8 through 16 for evaluation criteria k ❑ Yes ❑ NoLien Not Applicable V _L —0 e&LA" 2 IDS TL/23977- a l= M (03 of O.- 11 � '� Attach additional sheets if necessary _:._.,......_..._ _.w_...... i Policy 5. ,Protect and improve water quality and supply in the Town of Southold. See LWRP Section HI —Polieies pages 16 through 21 for evaluation criteria 1 ❑ Yes ❑ Noot Applicable XA lI Attach tton s sets if necessary Policy 6. '1 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 HI—Policies; Pages 22 through 32 for evaluation criteria. i ❑ Yes; ❑1Vo NrNot Applicable f i i I OMS ' t NLPI�E"C' Attach additional sheets ifnecessary i Policy 7. j Protect and improve air quality in the Town of Southold. See LWRP Section III - Policies Pages 32 through 34 for evaluation criteria. ❑ Ye ❑No 5;�r Not Applicable I rn. R Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substance§ and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ❑Yes ❑ No IRNot Applicable 0TWOF _ nrit -l-i�� r+cC''Pct�U�-b �3��•p S��s�rv�, PUBLIC COAST POLICIES Policy 9. i,Provide for public access to, and recreational use of, coastal waters, public lands, and public resources jof the Town of Southold. See LWRP Section III-Policies; Pages 38 through 46 for evaluation criteria. ❑ YeP No gNot Applicable a i N -T-D Attach additional sheets if necessary i i i 1 WORKING COAST POLICIES Policy 10, Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section W-Policies; Pages 47 through 56 for evaluation criteria. Yes Ej No Ln Not Applicable ynuse is LID CAS i� } - -- d t PLC n>_S' C Attach additi nal sheets if necessary i Policy 11.1 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 r NooNot Applicable I i'n�4-IZl�(t✓` fi,ExSdU(ZCE'S. l Attach additional sheets if necessary i Policy 12.1 Protect agricultural lands in the Town of Southold. See LWRP Section III-Policies; Pages 62 througl 65 for evaluation criteria. ❑Yes � NaONot Applicable ! I - &i, LY L V s i CL OT 9 MCA-- 1 1.�,�s ��'�+Lz�L l.��ry cam• } Attach additional sheets if necessary Policy 13.1 Promote appropriate use and development -of energy and mineral resources. See LWRP Section III-Policies; Pages 65 through 68 for evaluation criteria Yes No Not Applicable t 'C' irse I i PREPARED BY 01tAK TITLE DATE (. `�• 2'S i i Revisbns V W .— 01�351 09 0000.1] r Fri s - INSERTA SOUTHOLO BAY N.g y I.a....v�^m m...\F41 IAA(cl 5 0 ]n 10 8 ti . � 9.�1' ♦ �... -\\8 N.PARISH ' K, sEe iNSER] ° .A. NOTICE �o'v��y COUNTY OF SUFFOLK SOUINOID SECTION NO Real Property Tax Service Agency v 071 P ma rain xo loco PROPERTY MAP t Y ad �^�>-!♦'a J w. ,AY ..V 2 Y i L 3�� L �l AV g� .tea. ¢+. � •� ."tit,".fie."... '�� .�'i�� '''AA�` y A;., 77 ,!NIP h � � �. •may, +`k�Nl�. x S � '1.' 1 r' �'nY �f) r J, S.C.T.M. NO. DISTRICT: 1000 SECTION: 71 BLOCK: 1 LOT(S): 16.2 tlD psFl+�ems,s.2o2� E14.0014SU41PN IC BAYr5 A � � _M� � HIGHWATER do — trINEA4041G �• �� TOE — ---- 5Z014 Dal 5 _-��' " 6 WOOD Z lEt 13) BULKHEAD 8 F 8 Z04lEX 10 ZONEX 10 ? _ ��os 12 STK 14 EDGE OF 1 �vll 16 4 17 1z T 16 17.3' 0 7� TRELLIS/ N O 15 is r� MOD DECK 11.0•ra 4 SHO 53.2' 01 BILCO ',Q S1Y FR�1 LAND N/F OF IT SUSAN EWING 'o LAND N/F OF CHRISTINASPORNBERGER CONC,/8LATE g STOOP AS SHOWN OF FEMAMAP CBRSAREABOUNDARY A' LATE VIA itnsneso 12 ZONE _ y+�u:;tl::(�(rp�:P•arFt-I:Y►w .'Tp . ZO •X - 19 9100� AY. 7e E o , Z 000 _ MON. •; H• �; • �'y PIPE O.H.WIRES `w. :-`- 71 24SO° .l.�. :;70 0' N 82" 0'00 W� 30.57 EDGE OF PAVEMENT I'ARISIST DRI VE - i I- i UPLAND AREA: 17,902 SQ.FT. or 0.41 ACRES o FEMA MAP#36103CO166H LOT COVERAGE EFFECTIVE- 09/25/2009 DWELLING W/REAR DECK: 2878 S.F. or 16.1% i 7HE WA TER SUPPLY, WELLS _LL D CESSPOOL i LOCATIONS SHOWN ARE FROM nELD ROB VA71ONS y AND OR DATA OBTAINED FROM OTHERS AREA:18,583.86 SQ.FT. or 0.43 ACRES ELEVA77ON DATUM: NAVD88 UNAU7HOR/ZED AL TERA 77ON OR ADD17701V TO THIS SURVEY IS A WOLA77ON OF SEC77ON 7209 OF 7HE NEW YORK STATE EDUCA 71ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING 7HE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID 7RUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO 7HE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO THE ASSIGNEES OF 7HE LENDING INS7I7V770N, GUARANTEES ARE NOT 7RANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES 70 THE STRUCTURES ARE FOR A SPECIF7C PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE 7HE EREC77ON OF FENCES, ADD177ONAL S7RUCTURES OR AND 07HER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OR DESCRIBED PROPERTY � a'.� r��.tfr�> CERTIFIED TO: TODD HALLOWELL; LISA HALLOWELL; MAP OF: iz r`° `'" ,��' THE HALLOWELL FAMILY TRUST, DATED SEPT. 22, 2016; EMINENT ABSTRACT INC.; WESTCOR LAND TITLE INSURANCE COMPANY; slTuaTEo aT:BAYVIEW �. � x; � � TOWN OF:SOUTHOLD PLLC SUFFOLK COUNTY NEW YORK K �, w �,r! �`� KENNETH M �POYCHUK LAND SURVEYING. a Professional Land Survepinp and Design P P.O. Box 153 Aquebogue, New York 11931 PHONE (631)298-1588 FAX (631) 298-1586 FILE224-104 SCALE:1"=30' DATE:AUG. 22, 2024 N.YS. LISC. NO.r050882 GENERAL NO 1 ES TOWN OF SOUTHOLD ZONING ANALYSIS INFORMATION Formworks 1.ALL WORK UNDER THIS APPLICATION SHALL COMPLY WITH THE 13.THE GENERAL CONTRACTOR IS RESPONSIBLE VERIFY WITH HIS TAX MAP#1000-71-1-16.2 ADDRESS: 1745 NORTH PARISH DRIVE,SOUTHOLD,NEWYORK 11971 HALLOWELL RESIDENCE ��y�Formworks Amhitedure,PLLC 2020 INTERNATIONAL RESIDENTIAL CODE OF NEW YORK STATE, PLUMBING SUB-CONTRACTOR THE SIZE OF THE EXISTING HOT WATER IBC 2020 HEATER HWH AND WHETHER THE EXISTING H WH WILL BE OF 36 South Street ( ) ( ) Code Section Zoning District Classification:q-qp Total lot Area:.43 ACRES;18,583.86 SF Greenpon,NY 11944 SUFFICIENT CAPACITY TO SUPPORT ANY ADDITIONAL HOT WATER 646.245.3603 2.NO WORK SHALL PROCEED UNTIL SUCH TIME AS THE TOWN OF DEMAND FOR THE MASTER BATHROOM.IF DEEMED INSUFFICIENT,THE PERMITTED/REQUIRED EXISTING PROPOSED COMPLIANCE SOUTHOLD BUILDING DEPARTMENT HAS ISSUED A BUILDING GENERAL CONTRACTOR WILL SUBMIT TO THE OWNER A SEPARATE 99 University Place PERMIT AND A PLUMBING PERMIT. PRICE QUOTE TO REMOVE AND REPLACE THE EXISTING HWH WITH A LOT SIZE. Suite 205 NEW ONE OF SUFFICIENT CAPACITY. Minimum Lot Size: 40,000 sq.ft. .43 ACRES;18,583.86 SF Existing,No Change Yes,Complies New York,NY 10003 3.THE GENERAL CONTRACTOR CERTIFIES TO THE OWNER THAT HE 212.796.2685 IS A LICENSED CONTRACTOR IN THE STATE OF NEW YORK; 14.THE ELECTRICAL SUB-CONTRACTOR IS RESPONSIBLE FOR LOT WIDTH. SUFFOLK COUNTY AND FULLY INSURED AS REQUIRED BY THE OBTAINING AN ELECTRICAL ROUGHING INSPECTION APPROVAL FROM Minimum Lot Width: 150.00 ft. 100 it Existing,No Change Pre-Existing `a TOWN OF SOUTHOLD BUILDING DEPARTMENT. AN INDEPENDENT FIRE-UNDERWRITER'S ELECTRICAL INSPECTOR. LOT DEPTH. 4.THE PLUMBING CONTRACTOR CERTIFIES TO THE OWNER THAT 15.THE ELECTRICAL SUB-CONTRACTOR IS RESPONSIBLE FOR Minimum Lot Depth: 175.00 ft. 183 it Existing.No Change Yes,Complies HE IS A FULLY LICENSED CONTRACTOR IN THE STATE OF NEW OBTAINING A FINAL ELECTRICAL INSPECTION AND AN UNDERWRITER'S ISSUED Q HALLOWELL YORK,SUFFOLK COUNTY AND FULLY INSURED AS REQUIRED BY ELECTRICAL CERTIFICATE FOR THE NEW WORK APPROVAL BY AN FRONT YARD. THE TOWN OF SOUTHOLD BUILDING DEPARTMENT. INDEPENDENT FIRE-UNDERWRITER'S ELECTRICAL INSPECTOR. Minimum Front Yard: 50.00 ft. 200ft Existing.No Change Yes,Complies H RESIDENCE REVISED&RESUBMITTED 5.THE ELECTRICAL CONTRACTOR CERTIFIES TO THE OWNER THAT 16.THE GENERAL CONTRACTOR SHALL SUBMIT TO THE OWNER' Southold,THE SIDE YARD. T 17 North Parish Drive HE IS A FULLY LICENSED CONTRACTOR IN THE STATE OF NEW ORIGINAL(GREEN)FINAL UNDERWRITER'S ELECTRICAL CERTIFICATE Minimum Side Yard: 15.00 ft. Side Yard I: 12.4 ft. Existing,No Change Yes,Complies NO CHANGES m x Southclq NV 11971 YORK,SUFFOLK COUNTY AND FULLY INSURED AS REQUIRED BY FOR SUBMISSION TO THE TOWN OF SOUTHOLD BUILDING Side Yard 2: 28.2 ft. Existing,No Change Yes,Complies THE TOWN OF SOUTHOLD BUILDING DEPARTMENT. DEPARTMENT. OMITTED BOTH SIDE YARDS. 6.THE GENERAL CONTRACTOR IS TO FIELD MEASURE THE 17.THE GENERAL CONTRACTOR AND HIS SUB-CONTRACTOR(S)SHALL Minimum Both Side Yards: 35.00 ff. 40.2 fL Existing,No Change Yes,Complies o EXISTING CONDITIONS AFFECTED BY THIS PROPOSED WORK TO MAKE ANY AND ALL CHANGES TO THEIR WORK AS DEEMED SNT.NO. TITLE ao CONFIRM SAME PRIOR TO PROCEEDING. NECESSARY BY THE TOWN OF SOUTHOLD BUILDING INSPECTOR AT NO REAR YARD. ADDITIONAL COST TO THE OWNER. Minimum Rear Yard: 50.00 ft. 53.6 ft. i Existing,No Change Yes,Complies 7.THE GENERAL CONTRACTOR IS TO INFORM JAMES THOMAS G-001.00 PROJECT LOCATION,SITE PLAN,DESIGN CRITERIA 8 ZONING DATA Q MARTINO,ARCHITECT OF ANY DISCREPANCIES BETWEEN THE 18.ALL NEW CONVENTIONAL WOOD FRAMING MEMBERS SHALL BE LIVABLE FLOOR AREA y FIELD CONDITIONS AND THE DIMENSIONS INDICATED ON THESE DOUGLAS FIR-LARCH#2 MINIMUM,NO EXCEPTIONS. Minimum Floor Area: 850.00 sq.ft. 2,670 sq.ft 3,597 sq.fL Yes,Complies G-002.00 SURVEY O DRAWINGS PRIOR TO PROCEEDING. 19.WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED LOT COVERAGE. G-003.00 FRAMING NOTES AND NAILING SCHEDULE Q , B.THE GENERAL CONTRACTOR IS RESPONSIBLE TO COORDINATE DIMENSIONS AND DETAILED DRAWINGS OVER SMALLER SCALE Maximum Lot Coverage: 20%(3,580 sq.ft)Upland 16.1%(2,878 sq.ft.met deck) Existing,No Change Yes,Complies G-004.00 CONSTRUCTION AND STRAPPING DETAILS Q THE WORK PERFORMED BY ALL TRADES,INCLUDING BUT NOT DRAWINGS. LIMITED TO:HIS PLUMBING,MECHANICAL AND ELECTRICAL BUILDING HEIGHT. L SUB-CONTRACTOR'S AND ANY OTHER TRADES THAT MAY AFFECT 20.THE GENERAL CONTRACTOR SHALL VERIFY&BE RESPONSIBLE Maximum Building Height: 35.00 H. ±25.40 ft Existing,No Change Yes,Complies A-000.00 DEMOLITION PLANS O THIS PROJECT. FOR ALL EXISTING DIMENSIONS&CONDITIONS ON THE JOB.THE ARCHITECT'S OFFICE MUST BE NOTIFIED OF ANY DEVIATIONS OF THE NUMBER OF STORIES. A-100.00 FOUNDATION PLAN O 9.THE GENERAL CONTRACTOR IS RESPONSIBLE TO COORDINATE DIMENSIONS AND CONDITIONS INDICATED ON THESE DRAWINGS. Maximum No.of Stories: 2z Stories 2 Stories Existing.No Change Yes,Complies A-101.00 FIRST FLOOR PLAN Q ALL LOCATIONS WHERE WOOD BLOCKING AND/OR PLYWOOD BACKING MAY BE NECESSARY FOR A PROPER INSTALLATION. 21.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR A-102.00 SECOND FLOOR PLAN O BRACING&PROTECTING AGAINSTWIND&STORM DAMAGE, AREA CALCULATIONS: EXISTING PROPOSED 10.THE GENERAL CONTRACTOR IS TO CONFIRM ALL FINISHES BREAKAGE,COLLAPSE,DISTORTION AND MIS-ALIGNMENT OF ALL A-103.00 ROOF PLAN Q WITH THE PROPERTY OWNER PRIOR TO ORDERING AND/OR AREAS AFFECTED BY THIS ALTERATION. FIRST FLOOR AREA 1,660 SF 2,248 SF A-104.00 WINDOW AND DOOR SCHEDULES,PLUMBING RISER DIAGRAM,IECC COMPLIANCE Q INSTALLING ANY FINISH MATERIALS. 22.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECOND FLOOR AREA 1,010 SF 1,349 SF 0) 1� ^ F:� n n --- 11.THE GENERAL CONTRACTOR AND HIS ELECTRICAL RECORDING G THE COURSE OF LT-THIS DOCUMENTS OF ANY CHANGES A-200.00 BUILDING ELEVATIONS - Q !LfL�J, {I;Iv',', IILLr�, U SUB-CONTRACTOR ARE RESPONSIBLE FOR COORDINATION OF ALL MADE DURING THE COURSE OF THIS ALTERATION. TOTAL HABITABLE FLOOR AREA 2,670 SF 3,597 SF ELECTRICAL DEVICES INCLUDING BUT NOT LIMITED TO SWITCHES, A-201.00 BUILDING ELEVATIONS Q _ GFCI OUTLETS,RECESSED LIGHTING,SURFACE MOUNTED 23.THE GENERAL CONTRACTOR WILL BE SOLELY RESPONSIBLE FOR GARAGE 588 SF 199 SF j LIGHTING,JUNCTION BOXES ETC. THE RESTORATION,REPLACEMENT AND/OR REPAIR OF ANY AND ALL AREAS THAT WERE DAMAGED BY HIS OWN WORK FORCE AND ANY OF BEDROOM COUNT 3 3 A-300.00 BUILDING SECTION 12.THE GENERAL CONTRACTOR AND HIS PLUMBING HIS SUB-CONTRACTORS DURING THIS CONSTRUCTION SUB-CONTRACTOR ARE RESPONSIBLE FOR THE COORDINATION OF N O V 1 g 2025 THE PLUMBING FIXTURES,INCLUDING BUT NOT LIMITED TO SINKS, CLIMATIC AND GEOGRAPHIC DESIGN CIRTERIA AS PER RESIDENTIAL CODE TABLE R301.2(1) TUBS,TOILETS,HOSE BIBS,WASHING UNIT HOT LINES,DRAINS ETC. GROUND UUTMATE SEISMIC DESIGN WEATHERING TERMITE DECAY FROST LINE WINTER ICE SHIELD UNDERLAYMENT FLOOD SNOW LOAD WIND SPEED CATEGORY DEPTH DESIGN TEMP. REQUIRED HAZARDS 20 130 B SEVERE 36-(TOP) M to H S to M 11 YES 1984/1998 '"x"� S outh c I d T �' own Board of Trustee ISSUE DATE: O NO: DATE: DESCRIPTION: �y t I 09.06.15 ISSUE FOR DOB RUNG H � 2 O.15.25 ISSUE FOR RUS EES - '�7�M 3 11.05.25 I,--FOR TRUSTEES _+r Al o Ity Z ' REVISION HISTORY: NO: DATE: DESCRIPTION: - -- - - - - - -- -- "- - - - - - 171.84' -.,- - - - - - 1 -r, f PROPOSED DORMER ADDITION(187 SF) 'PROPOSED DORMER , - PfIDRION'(5'1.\SF) , , ^� t • �� rr- th �X .EXISTING PERC,OLA 1262 SF) ✓� �� TO,�E REMO D '� l J DRAWING STATUS: . F � � DOB ID NUMBER 1�0 I i FIRST FLOOR 0� AREA DECK AR 2,248 SF 548 SF .1 K ,I \ /'1 �. 15'NON-TURF \iJ 1 PROPOSED DORMER VEG ATNE BUFFER \w 1 { {ADDITION(67 SF) 'i\.' �d. \ � TITLE: PROJECT LOCATION, SITE PLAN & ZONING DATA pal b - - - - - - - - - - - - - - - - - � \ RE 195.72' - - - - - - - - - - , O L 6L/ : DATE: 11/05/25 Q y �1 PROJECT NO: LOC 1TIO DRAWING BY:YDS,CD X_^ CHECKED BY:JB LOCATION OF PROPERTY N.T.S. TIDAL WETLANDS BOUNDARY SITE PLAN BASED ON SURVEY BY KENNEIH M.WOYCIUK,PLLC. x { Y, a-} AUGUST 22ND,2024 AS DETERMINED/DELINEATED BY G-001.00 EN-CONSULTANTS JAN.8, 2025 - 1 CAD FILE NO:PAGE: S.C.T.M.# DISTRICT 1000 SECTION 71 BLOCK 1 LOT 16.2 #R-25-1658 Form DWELLING LATERALO,,poRTS LONOSTOLIMLIET 3OF4'SEEDEO-E4o F U J I C L EAN I/A OWTS r Ye,PLLC ADAPIERAMXr PO IDNGSR1a rENTWCHEDIREAO Formworks Architecture,PLLC FFL21.0 ARE1.OPENNGS PIPEOONNECTEDTOFUJI 4'SOR 35 (IYPI CLEM CEw MIT TW) ITCH 1IWIFr - 36 South Street SUFFOLK COUNTY DEPARTMENT-OF HEALTH SERVICES _ l�L� GRADE 18.5 GRADE(18.0) GRADE 5%MAX EL(18.0) �� iii�� E7 1��!!n Ir 616245.3603 wTO GRADE � � I�. II \7'I 1� GreenPort,NV 11944 16n Ba z I ''6z EL15.73 PERMIT FORAPPROVAL OF CONSTRUCTION FORA Ilr� I� V 99 University Place INV17.Os INVtb.e2 wv,eAz I.— ((t))�� f b Neils 205 York, 4'SOR35 4'SOR35 tUILK10MEEP O SINGLE FAb11LYRESIDENCEONLY PITCH 1/4'IFT X 212.796.2685 10003 - PRCH 1IB'IFT LEACHING OO q q r�[ �I�0000 DATE H.S REF. NO_ ltloU I U 20LJ I1ol�ool� EL573 10/10/2025 R-25-1658 EL 11.52 FUJI CENS TMIN HIGHEST EXPECT.GROUND WATER EL20 APPROVED FORMAXIMU 4 BEDROOMS HALLOWELL Southold Town RESIDENCE • D°mcaauoML'amsnaAGM , EXPIRES THREE YEARS FROM DATE OF APPROVAL Board ofrustees So IIIJ FDREA3YREYDAL � T 17 North Parish Drive Southold,NV 17971 OP 8IFEI'rSO�I oRwrm I 3'�oroPnws3x: sw0nrlar� y 02183• MSTg5al I.TA:O115NSw1FA3W1WA0AV DOOSDFNfRC31i1ERFiG1L0]AiV6PNOIera,F/LM zlwD�n®Gewm7NDUJxaxclxE WrPJeratt�.vrEVARISEm'o:Ra�AnnE Ras3Wm t wIE'r. vvu�Rro�mmronEsma 1P'�T<&�AN MUnR I TOUTtEi9 LF1atE�rwR1WEi1ME11EOm3roilE0NilEO AwmzE�.TronE3RDRewMBGMROIIIEEO:g m'� ➢ENMPFESWL�cPIIQa110W/.®11EO03mMYU0DMLOttNroNW011£QYIS FUJIMAC AIR PUMP ON PRECAST CONCRETE PAD AAve,ueoRlelawLff+orRLmUafRVErofsscaaanEo3aunanEon�a� NTS BOXACCEPfs: uoRrcowtawec GRAM 0017 "m'rtm SANITARY DESIGN BY: r rAu lasEarmJa NEUNGVtDe®aoLGrrs) RICHARD M.MATO AIA A '°' ,rrAURISERaoBBRu PIDPWSiOILIaNOFm9 PO BOX 2284 b a TYPE A/ AOUEBOGUE NY 11831 LEv¢wooEVK:E PHONE:(631)523-%79 Design Professional's Certification Required. EMAIL'RMATCARCHITECT®GMAILCOM Submit P.E.or R.A.Certification For o a e e rweENr, �,5 ra: wLr�w sEu - o e e o e o aJ001 rYPAOPLcsrvP The Installation and Construction ofthe Sewage Disposal System SEpED ANCN e®a e;e e aEwrio'aAv�EL oPADDOF Use Form W WM-073 :moo` SAD M-M,�FpA POLYLOK 2TDA0% FROmALDE NEW -Q O MATERUL•ItpPE C- DISTRIBUTICN BOX Polvlok DETAILS Abandonment of the existing sanitary system must be in conformance with the Department's requirements. LEACHING Submit completed form W M-080 as proof l 041661 / Ln POOL WWATER LINE CROSSING '� of GUREWDRNN PIPE RKMM M.MATO AIA NI S LISCOO9jS6i Ia•MIN b rmu WATER LINE ....mom NIC gAY . �. DE 4CO DRAINAGE CALCULATIONS: Ka REVISED PLANS APPROVED - 11/6/2025 -' ------ ---- - B� P m¢x 70 max ISSUE DATE: PERMIT EXPIRES - 10/10/2028 10 �2 12 NO: DATE: DESCRIPTION: T A, 1 1 iRU.06.25 ISSUE FOR FILING 10 10 2 11..5.25 ISSUE FORTR US cw.�a�"'•�••ws.om,rwm.rra,...4rsa "" ncmn mm nw..omrone C� �9� v r�� V 18 3 1I.0 T5.25 RE-ISSUE FOR TRUSTEES .wM:,�.mm..ti�.:....a:�a~w•.+...m:.......n LNmNTOP $ ffN II'� 14 wrwmucwA- _ wni3l,KAeoaaraErmEa n 3 - _ x......,.e, PROPOSED v�vnos..a-a•une.+ms,®.e YtwOm -'�2ND FLR DORMERS � lAtID wF6 wmmn ADDITON9 _ .�.!•.:.::,':` R<NA s7srN ENVq oweuu.wm re:; :}:: ''�:;xi�i:':;'`::?..;•r;, ru.¢u.'c,nRaa wAvleuewATrn `" B souaow',e vee Y' 100'^3 REVISION HISTORY: ❑' 3R 6 1.4 .mvaw� I �..,,,..;:,.. r�..o.cuo NO: DATE: OESCRIPTON: 4Fo...Yn I�LETAOAPTEEL ::6WItZ,4 _ - �e'e..r w'wena�w�e+-..�.L��.r-,wu'� ri'Illi;.::^---:'. :i•r' .•• stbamroE,aum® Tim o m3D3„�wMD�R�3Ne ......«.,.............�....Y.-....,r.......,`w�.......,.. eYmn T s z' qq DRAWING STATUS: #.Fu1 iClean USA /T..cd O.m Woe: • 0 OP' —Eja ° w 71 1{'SO• P DOB ID NUMBER: �o mcor.aciawiu '.,.} taEv.,3.3 0. N82'10'O330.5 NORTIi PARISH - A SW YgJ ADD WATERLINE CROSSING 11-05-25 Au_ wmuauc vuTEA o\ 1 wer sw vwr xrem.wARRnzo 'AT O I REVISE SANITARY LOC.11-04-25 - \01 1w k� x,q aAv ,j FEMA MAP#36103CO166H �+� AP @ a rw LOT COVERAGE EFFECTIVE 09/26/2009 � � UPLAND AREA:17,902 SOFT.or 0.41 ACRES [r��J nl£WATER sUPPLY,ME L%DRYxEus AND CESSPOOL PLAN VIEW f•A LOGRCWS SNo,W ARE FROM REID 06507VA mdJS •eomi'zc�a AND OR DATA OUTAINED MOW O ! ^+ r- a DWELLING W43FM DECK:2878 S.F.or I6.1% r11ERs 'L•� 1T�gL` AREA:18,50.86 SO.FT.or 0.43 ACRES tZI arVAnON DATLA0 NAVDBB 1RNUDIOW W ALRRArAXi at A0O'REW n)U05 SVRIf'1'6 A NOUnw OT St'CAOY T209 OT iNf NEW YOPX SrAn!EOIx:,,rlw LAR L9°ES O.1M5 SURIln• ■/-- 'Y ?� rA YAP NOT 6G1WA'0/lA'LAND SURlEMRS dBD5g0 SiN.9IAll NO i BE covsOERm/0 BE A VAUO ME COPY O/ARANRIE WIXGRD NEREOY 9Mll.RUN O`A.Y 7D 7ME PfRSOY TOR R/IMl IW SUR1£Y a A'AEPARED ANO ON IIIS AaMlF 7D iNE ORE O]EPANY.LOLEiD00NTAL AGDlC1'ANO LENOAO 96I1RIROY ^�- I it lA1FD HE tM AM)fO rNF ASa/NEEs OF INr IENLYNO Wsnrunw LVARANiEES ARf NOT M4NSTFRAald "S f fN r ORgR OR OBre719QYs SRORN I rWr nM WE M peme LINES ro INE 51AVCtURFs ARE PDW A SPEaRC P01F OSE Arm USE 1NEIdFORE MEY ARE . t'1i SL,,�, '!~' L WE DATE: 17/0525 Auwxm.rs.owca ® NOr drElvOaf ID Yp11AIp�T RE PRO°ERRrY LWLS OR 1D MAX ME EIMCnON or FVKV%ADUIRWAL S1RUCWRM 07 Arm OnOit BOYro1ueT/JS GSEImIrs +1:A n. ) P� PROJECT NO: Aw/Wt 96A W'ALF smm�LVES RELLPDkD OF?UNRENPttO ARE NOT WARANIFID UNLESS PNYSICA4Y ENDFNT a!VC PIi3f@S AT/lE IAfE tic ST/RLEY L<F,.f!!, ".i l DRAWING BY:YDS,CD 01 •� suILVE1•an DESCRIBED PROPERTY OF NEW CERTIFIED TO:TOM HALLOWELL;USA HALLOWELL ....:.."+`L-�r� L®"' m YAP�• PIE a N, oyyO !�M^yM'-- /-�°or CHECKED BY:JB n1E: 9 mr�t =zP A V W/ DRAv�nNG NoI� "IS 9NAlor AM SOUTHOLD C,Y G C j �lw, G-002.00 TOMR a:SOUiHOLD P 6 EEE "' CLEANOl1T DETAIL m a� ]03 Profes Y 1a L11 Ug JJU"mayi gORVSY-Ig PLLC T SUFFOLK COUNTY,NEW YORK 1'sE osoeaz P 1Profexdoad Lod 3una,Ting and Dael� P.O....15S uebo CAD FILE NO:PAGE: SECTION A-A VIEW N Aq sae,New York 11D31 2 OF I} Fnr/224I04 ScaE:1' 0' BA1E'AUG.22,2024 Nrs usa NO 050962 PHOIa(eaE)rve-•Fees ra(oat)¢ae-EBee GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: F0�11A1� 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION NOTES ft 1-1/4"x 20 gauge strap shall be attached to each pair of rakers in accordance to table 3.4. 1 NAIL NAIL I AT PANEL EDGES SUPPORTS IN THE PANEL FIELD Formworks Architecture.PLLC When a collar tie is used in leu of a ridge strap,the number of lOd common nails required JOINT DESCRIPTION CITY. SPACING NOTES 4'PERIMETER EDGE ZONE Bd COMMON @ 6"O.C. Bd COMMON @ 6"O.C. SEE NOTES:1,3 36 South street CONSTRUCTION NOTES' in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL•3-8d COMMON EACH TOE-NAIL INTERIOR ZONE 8d COMMON @ 6'O.C, Bd COMMON @ 12"O.C. SEE NOTES:1(BOTH FIELDS) G 22 5.3 03 11944 TOP PLATE 10'WALL-4-8d COMMON RAFTER NOTE:2 FOR PANEL FIELD 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 6'WALL•3-8d COMMON EACH GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4'O.C. Bd COMMON @ 4"O.C. SEE NOTES:1,3 99 University Place intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in TO TOP PLATE 10'WALL-4-Bd COMMON. JOIST TOE-NAIL suite 205 for generally accepted good building practice and compliance with Current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rakers New York,NY 10003 State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILNG JOIST TO AS PER TABLE 3.7 EACH FACE NOTES 212.796.2685 construction details and procedures to ensure a professionally finished,Structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM-SBC LAP NAIL 1 For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: )• 8 P g g meets Current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE the 4 foot perimeter edge zone attachments required shall be used. These codes are to be considered as art of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the TO RAFTER WFCM-SBC END NAIL P P g 2.Tabulated 12 inch D.C.nail spacing g g HALLOWELL should be adhered to even if invariance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2-8d COMMON EACH TOE ) assumes sheathing attached to raker/truss framing members with G>0.49. accordance with table 3.3. TO RAFTER END NAIL For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches D.C. RESIDENCE 3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END 1745 North Parish Drive (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: 2-I6d COMMON 3).Tabulated 4 inch D.C.nail spacing assumes sheathing to raker/truss framing members with G>0.49.For Sauth.1d.NY 11971 First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift TO RAFTER END NAIL framing members with 0.42<6<0.49,the nail spacing shall be reduced to 3 inches D.C. 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under NAIL NAIL WALL SHEATHING REQUIREMENTS FOR WIND LOADS: construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NOTES NAIL SPACING NAIL SPACING AT INTERMEDIATE precautions and programs in connection with the work.There are no warranties fora bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt QTY. SPACING SHEATHING LOCATION NOTES specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO PER FACE NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD P P P P P g PTOP PLATE 2-I6d COMMON FOOT SEE NOTE:1 anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all SEE NOTES:1,3(BOTH FIELDS) 5).Refer to the Window and Door schedule for exterior openings. comers. TOP PLATES AT JOINTS FACE 4'EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. NOTE:2 FOR PANEL FIELD INTERSECTIONS 4-I6d COMMON EA.SIDE NAIL INTERIOR ZONE Bd COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTE:3 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2-I6d COMMON O.C. NAIL attached with 8d common nails at 6"D.C.at the panel edges and 12"D.C.in the field,and 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch sum wallboard on the interior attached with 5d cooler nails at 7"D.C.at panel HEADER TO 16"O.C. FACE NOTES and 1 P HEADER 16d COMMON ALONG EDGES NAIL such as bookcases,shelving,pantry,closets,trims,etc, edges and 10"D.C.in the field shall be in accordance with the length requirements specified THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES. • in table 3.15a-b. TOP OR BOTTOM 2-I6d COMMON PER 2x4 STUD END 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: be used. FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate PER FACE NAIL FLOOR JOIST,BAND JOIST, 2-I6d COMMON 1j.The General Contractor and Mason to review plans,elevations,details and notes to length adjustment factors in table 3.16. FOOT SEE NOTE: 2).Tabulated 12 inch me nail spacing assumes sheathing attached ha stud framing members with END JOIST OR BLOCKING G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches D.C. determine intended heights of finished floor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. 2).All footings to rest on undisturbed(virgin)toil. NAIL NAIL interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION )SPACING 2.4.4.2 and 2.2.4 respectively. CITY. 4 NOTES .PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 3).Provide 1/2'expansion joint material between concrete slabs and abutting JOIST TO: PER TOE 5).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. concrete or masonry walls occuring in exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER 4-8d COMMON JOIST NAIL - Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 6).INSTALL 1-Cot DEFECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. 4).Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table 2-Bd COMMON be installed with#5 re-bar,18"long at 12"o.c.Use approved epoxy for installation. 3.5. TO JOIST END NAIL 7)FIREBLOCKING REQUIRED BLOCKING EACH TOE Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) 5).Unless otherwise noted,all slabs on grade to be 2500 p.s.i..Concrete to be TO JOIST 2-Bd COMMON END NAIL and to form an effective fire barrier between stories,and between a top story and the roof space. poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: Fireblocking shall be provided in wood-frame construction in the following locations. to be minimum 3-12 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: 3-I6d COMMO EACH j TOE 6"maximum lifts Oayers). anchored on top of the beam or slope connectors shall be attached to each raker-to-ridge SILL OR TOP PLATE BLOCK NAIL 1).In concealed spaces of stud walls and partitions,includin furred spaces,at the ceiling and floor along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE levels.Concealed horizontal furred spaces shall also be f&reblodketl at intervals not exceeding 10 6).Crawl spaces to be provided with a minimum 18"x24°access opening.Install one 3-I6d COMMON 8x16 cast iron foundation vent for eve 150 s.ft.of area. attached with the above requirements. TO BEAM JOIST NAIL feet.Batts or blankets of mineral or glass fiber shall be allowed as frreblocking in walls constructed every q using parallel rows of studs or staggered studs. DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-8dCOMMON PER TOE 7).Dampproof exterior of foundation with bituminous coating as required by Current TO BEAM JOIST NAIL 2).At all tnterconnections,between concealed vertical and horizontal spaces such as occur at soffits, N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END drop ceilings and cove ceilings. the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchor to be galvinized or stainless steel. TO JOIST 3-I6d COMM O JOIST NAIL 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces under stairs shall comply with current N.Y.S.Residential Code. 8).Drainage as required b current N.Y.S.Residential Construction Code. 2.Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: PER TOE NAIL 8 e9 Y ) 1 P 2-I6d COMMON 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE:1 Flame and products of combustion. ISSUE DATE FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. ROOF SHE HING: 5).For the fireblocking of chimneys and fireplaces,as required by Current N.Y.S.Residential Code. NO: DATE: DESCRIPTION: 1).All framing techniques and methods as prescriptive design of Current SBC High Wind NAIL NAIL 1 09.06.25 ISSUE FOR DOB FUND Edition Wood Framing Construction Manual. 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION Qn, SPACING 2 10.15.25 ISSUE FOR TRUSTEES Use a minimum 12"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. 3 t1.o5.2s RE-ISSUE FOR TRUSTEES 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL 8d AS PER TABLE BLEEC3.8 - Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: 3).Floors,walls,ceilings and rakers to be spaced at 16 inches D.C.unless noted 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL otherwise. Ledger to be fastened to building with 12"dia.bolts with washers and nuts JOINT DESCRIPTION QTY SPACING 1 4).Unless otherwise noted,all bearingwall headers to be 2x10#2+BTR.Doug.Fir. where needed. GYPSUM 7"O.0 EDGE �) g 5d COOLERS REVISION HISTORY: Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all 6).Concrete piers shall be a minimum 6"above grade. WALLBOARD 10"O.0.FIELD - - openings.LVL headers to have(3)jack studs and(2)full length studs on each side of - - r? - - NO: DATE: DESCRIPTION: WALL SHEATHING: openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored I ,lJ7 I openings between 41 and 6'0 and 2x6 wall openings between 511 and 8'9.Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL and blocking where applicable. QTY. SPACING ------- 5.All Flush beams/headers to be installed with heavy du galvinized hangers and 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 vY h'g 8 PANELS 8d COMMON WFCM-SBC anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 3"O.C.EDGE I f N PLYWOOD 6d COMMON 6"O.C.FIELD L.1 (� NOV V i q 2025 6).Double up Floor joists under walls that run parallel to the Floor joist and under bathtubs 1j.All water supply,drainage and venting to be installed as per N.Y.S.Residential 4' Floors to have ceramic tile installed shall be verified for proper load rapacity unless noted Construction Code. GYPSUM 7"O.C.EDGE Sd COOLERS on plans. WALLBOARD 10'O.0.FIELD 7).Provide 2-1-3/4'thick microlams(height to match floor joists)around stairwell and/or 2).Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING' - DRAWING STATUS: other access openings unless otherwise noted(typical). C� 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL .. S Outh 01 a I Own provide adequate bracing and plates to protect and secure the structure.Verify with the JOINT DESCRIPTION ,.J DOB ID NUMBER: 8).Dormers running up roof rafters are to be supported by double rafters on either side P 9 8 P P fY CITY. SPACING El oa rd 0 i 1 rustees where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6°O.C.EDGE 9j.Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists HVAC SYSTEM NOTES I"OR LESS 8d COMMON 12"O.C.FIELD under all bearing walls. 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: 10).Provide insulation baffles at eave vents between rafters.Install draft blocking requirements. NOTE: I 8 as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY needed. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS.MINIMUM 3000#CAPACITY. 11).Unless otherwise noted,all roofs and walls to have a minimum 12"thick,4-ply Fir equipment supplier. 1).Nailing requirements are based on wall sheathing CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6'on-center at the panel edge.If wall sheathing SOIL COMPACTION: r� Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher A.NEW FILL TO BE CLEAN OF ORGANIC MATERIAL CONTRACTOR e_r �` 12).Unless otherwise noted use 3/4'thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIORTO FILL : shear capacities,nailing requirements for structural REMOVE AND ADD ADDMONAL FILL AS NEEDED. Finished �y adhered with PL400 adhesive and screwed to Floor joists. nished floor to be installed ELECTRICAL NOTES members shall be doubled,or alternate connectors. -•' F,C 4�' ir;�1- U;� over subfloor as per manufacture's instructions. COMPACTION OF NEw FILL SHALL BE AT LEAST 95%PROCTOR r a ING NOTES AND 1).All electrical to be installed as per N.Y.S.Residential Construction Code. such as shear plates,shall be used to maintain load path. 2).DENSITY(PER ASTM D 698 AND ASFM D 1557).COMPACT THE !.J �j4` L\.. SOIL AT I2•UFTS NCAU.CONTRACTOR TO HAVE FILL I ti \, I G SCHEDULE 13).All bathroom walls to have 12°thick moisture-resistant sheetrock.Garage walls and � P�' .tit 3 2j.Whenwallsheathingiscontinuousoverconnected TESTED BYAPROFFESSIONALAGENCYFORCOMPACTION. bF„p, 1 ;•, ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. b d l members,the tabulated number of nails shall be Permitted r'`' "•'F`�:`:Y ` � to have regular 12'sheetrock.All walls to be taped and finished. 3).DO NOT BACKFILLUNrILL FIRST FLOOR DECKCONSTRUrnON. - 3).All electrical work to comply with 2014 NEC. to be reduced tol-16d nail per foot. INCLUDING SUBROOR.Is COMPLETE. 14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water bonier or - r' _;i s' SEAL�S�GN TURE: DATE: 11t0525 approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 : --� ru PROJECT NO: and R315 of IRC. • ,."'�" s torch down type material over. i;zar` � DRAWING BY:vos,CD d` VA , CHECKED BY:JB 16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to 10V DRAWING NO: be installed with a foam sill gasket and cap-r-tex termite shield or approved equal. y.��a3 07 9 A op F,34SN G-003.00 CAD FILE NO:PAGE: 3 OF 13 WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS Formworks USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. Forraworke Architecture.PLLC 35 South Street Greeaport,NY 11944 646.245.3603 KING STUDS 99 University Place Suite 205 New York,NY 10003 212.796.2665 kWALL CRIPPLE STUD RTER 4 WALL STUD BOTTOM PLATE HEADER RIDGE LEDGER BATHTUB DOUBLE JOIST SIDEWALL HALLOWELL JACK STUDS RAFTER RESIDENCE -_OUK.S'4Lh/BER)LSCRI"Of! AI'=L.CA"'ON 1745 North Parish Drive Southold,NY 11971 'SI. A)S� IC'_7 DO',,N "O,N T-0' SG-OF AL_CcR`,R5 Av IIOi TO-OJ\DATION 1`,/A\CI U DOT BATH SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT L Ir cc -0 15.D 0 All. -jar FPS ON ',"A ON ,S�VLM'NF4 )r 5c4wl Ov A�w-cn•I04 OCA'�oA JSP nJ\Id=4 D`SCRv�oN A'=I CvT.m zA�-R 5'Z'J5'kLVU-R C SCR Pr ON A��.CA.TON SUPPORT EACH WALL RUN PARALLEL WITH THE FLOOR IC_ D71d BO SOT I.A ^F%\D FLr7JR AV]-0� AI 0�-Id`.GS '_S TA'2 -I ? 70 STRAP F�'LY O=_ACh„ACY.5"J] ROOF _STA24 -I/ 24 2Uca.STa Af A=-_Y OVCR 21DG- O�AC-I FiAFTC: Zx6 7x8 L576 '8_ 0' -Fln(rF 4FFt" 0 RAC-'tn=•4�L_r=F 2`ID. n)S_ 4, JOIST DIRECTION W17H 2 JOISTS.UNDER WALL a LFIOK F ATCS OC'�.FLOOR. .0`I\EC--TRO�G /`x 9° 9 `- FOR JOIST NOT DIRECTLY UN PARALLEL WALLS,PROVIDE FLOORS TO CACi OTI�R N!/II RCaJE]ROD. 5 L OPcn\CS RT3 OR RT7 -YDOViN ANCIIOR AFP v TO EAC-I CR.P�LC STU-. 2XIT) L5210 8ac.5.0'_-nnGF1PP -0 EAC-Kn--_R BLOCKING 0240C WALL STUD ^ THROUGH-ROOF EXHAUST / \ VMBU SELECTED AND METAL STRAP LOCATED BY CONTRACTOR CRICKET AT TOP-SIDE OF VFf1nL".CHANNEL RIM BOARD IMNEY RAFTER AS REQUIRED SILL PLATE(S) WALL SHEATHING RA[ -IRS MAINTAIN •' SIDEWALL FLASHING VENTILATION WOOD JOIST FOUNDATION TOP PLATE BLOCKING ' FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING STAPPING TO BE ATTACHED TO WALL STUDS 048.00 BARRIER TO LAP FLASHING ) 2x4 SOFFIT JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL--MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA 0Ja"oSI DE' `.JVB=R UFSC�1'1I ON n' CAur•N ROOFING TO AVOID SOAKING WALL STUD NOT LESS 1NAN 1/150 OF TILE AREA OF OUTnIt IVSIn1 4 O rC / THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER 4'-8" LS-A24 1/="e2x"2Cga S-7Al AND ACK STI,L`S SHALL BE COVERED WI1H CORROSION- N.SCREENED VENT ;v n_L OF7a r;GS PROVIDE HEMMED EDGE AT D�ENING�S OF 1 INCFI IESH N DIMENSION. TIN.SOFFIT/E7fL PLYWOOD �� FLASHING TO FORM CHANNEL f t, 'F� IVSTnL 40 C.0 LO..AllO\ x'P N,;III LIi `[S."Til=]Or. A717 CdIIU. $l FI-F)_nV= I NJ 8"- 1e' sinsG 1-1p,"sD'"a Sltn AND XY SIDS AND SO AS TO MAINTAIN AIR r - I L �90 AP TO PREVENT CAPILLARY _ "w`,_CI IC - `I Al OREN.NOS / ACTION - -6' tnF r-N 1-D D-s/n'x 189c. Yn0•r;r.A`!CH•:'K=Ac - PROVIDE SPICED AND NSTA L 4.0 C.0 -I RA v iCC0 NTI,A-O'l BLOCKING BEARIEINGW LLS AND HEADERRS�I . - '2"RA-T R RT2C 1-' .,OV\'•CIFICR / I i 14' - 'o LSTAJ6 I 1/�"x7o" age "TRAP A`D_ACK SN_P,,S ` 3' /8°x 2Cga.flDOPA A`IC 104=AC1 RAFT R SC-'IE7 EAVC)-TAIL 3 Tr Al OFFN.N;S // \ �pLAR�INGG NAILS OUT �0� � � �� 2ND.FLO WALL / !'�' ROOFING LAPS BASE L'Li JLJ ILI FLASHING 4 INCHES �+ rfld \/ BASE QIDFSND<R9iN(SY.ESAEl RAFTER \ MATERIALRCPASFRING t7OUthold'Town SHIQES AT BA CHES SE MIN.4S AILED TO INCHES THROUGH�ETATHING Board of I rustee WOOD JOIST TOP PLATE GIRDER/HEADER ISSUE DATE: SDI wau RASA VG WOOD JOIST 1ST.BOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048.00 No: DATE: DESCRIPTION: AND ALL N7NDOW/DOOR OPENING JACK STUDS Vf CAI FLASi`!^nl Al F9.4F S,SI NA 5, WALL STUD 1 09.06.25 ISSUE FOR DOB FlDN9 A\D aAKLS--PRO'vjL hEv6'_�E'GE5 SO P 09.15.25 ISSUE FOR TRUSTEES -NOR,OIS 7 P-`I J5P n.,UFl R D=SCR-r-ID\ APP ICATIC`` A5 TO ORV DRA\P.C-Cl ANr:-_5 AVD RAFTERS `15TA_ 40 O.C. V�L,I -A=IAA�i"A.0 11—\ 3 11.05.25 RE-ISSUE FOR TRUSTEES - _ _'Asa -'/a":35"18cc. 5'R:-AM)JACK S_DS EA /101"1--' JS'wuU_R J_SCRI=lO`. A»irn ucN PRE-MANUFACTURED KEEP SHEATHING MIN.1-1/2•D\ AU O-IINGS EE ALL JOISTS CDNNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH Crr.i,ECT EAC'.1 RIDGE VENT FOLDS FROM PEAT(TO ALLOW FR THE PROPER NECTOR.vSTA 4U Or R11S T"UU5'in nnc-CR OVER RIDGE TOo 'Jsn<8 '/4-x48"15cc.S R6,-A\O JACK 5 )S Ra--�R TO'_A C CONFORMTO SLOPE AIR PASSAGE IF ABLE,SIT FlR JOISTS APROX 1 2 HIGHER THAN LVI.HEADERS D`. ALL o�_n TUGS S--re .-D]F_ATC AVCrOR, �CnnFc- AC- OF ROOF TO ALLOW FOR SIiRINKA &REDUCE BUMP OUTS 1:,iS FaC:.5'-: DBL SILL PLATE REVISION HISTORY: TERMITE SHIELD SIB-_OGR SILL GASKET ' 'l'rDD„UISTS NO: DATE: DESCRIPTION: NEOPRENE TYP.CONC.FOUNDATION C A �1L aY r GASKET �2x6/x8 CON INJOas'"ICOO P_A E DAMPPROOF EXTERIOR - 3Cl-FJ-0 STIFF ?_A\1 cT) Ell POLY ON EXTERIOR � GRANULAR FILL � � V STEEL COLUMN , )`° 1/2 A. BO_IS©=8'ac SIA;_ A ° 3>' CONC.SLAB 4 4 '° - �'a�• S c ROOF JACK 'e•• v C A` ),° ' ANCHOR BOLT EMBEDbENt COMPACT FILL POURED CONCRETE 7• -4, !' r BLOCK WAIL• 15 ROOFING LAPS OP ABC BC KEYWAY FOOTING > v •4 ° FLASHING AT 4r7 /?-x 6"aNC..c;R(3O- e�• ,3 '° CONC.FTG. •° G•e o USE WITH 3x3 SQUARE W ERS SIDES AND TOP :;RC_I •o ANCHOR BOLT CONNECTION AS�f /= DRAWING STATUS: REINFORCE G BAR (USP LBPS58 OR BP5B3) ST=L cnLUVN FOUNDATION /B'DIA ANCHOR BOLT ,O.(,S GRAIN TILE +v ANCHOR BOLT CONNECTIONSUPPORTING DOB ID NUMBER: SILL PLATE TO FOUNDATION U CI G ROOFING ATBOTTOM i (CRAWL 1 STORY 72"OC TYPICAL CONC.FOUNDATION.APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIES 36.OC T'Y'll'A_BEAV 0_fn1_ WHERE NEEDED FOR STRUCTURAL BRACING. MIN.3•S1EEL COLUMN ANCHORED TO 24•x24•x12•CONC.FTC. CR D STF=1 /3rTTCM?.AR NC ALL BOTTOM PLATE TO FOUNDATION_tSLAET A 1-2 STORIES 57.OC ROCI JACKS,4 V_I.IS C`_AL ILLGpp�R v—SUBFLOOR � EKE T Ill _ OWREE OOR FRAME E ��DA,,ate`i..- �t D R USE 2X8jSTEEL\® { '"•°"�, FOR BLOCKOUT SLAB5- t 3'd 11Tl wj6x6 WMM SLOPE � Y t..,J._ INSTRUCTION AND 4•DRIVEWAY OTCH JOIST AND ADJUST H g�J �`-- �„ • P.T.PLATE �,� N..' ,Ff 1/2•AIR ACE <1 • •„ 7 1 2•,., W1TH A NAILIN eLAIE IF N ED -. a .` e• S APR 1 2 IXT Hlgl Y F? 'c,t?N:<,i.;, �' ° A7 S'AND STEEL Try G DETAILS ES OF WOOD x° �- STEEL BEAM TO OW FOR IN A - 4 EAMS ,� x a•� • (PROVIDE STRAPPING 1D KEEP J01 er m) 12• °� �° e� J 6X6 W.W.M. 4 ;4 ..•` 4 e e° •• _ ° >..D..° _ MIN. 'e e • Q'° Q'° A` .° \NOTCH BEAM FOR MUDSILL IF RE9111RED--MAXIMUM °°a e'„ i BLL i. i A 4 l)NFORCIG BAR NOTCH EWALS 1/4 DEP1H OF B I O • 1'� r:,: ),E MATUE:DRAIN TILE --i x •NFORCING BAR e.••> ' >� �r PROJECT NO:11/05/25 I t : l ='.;7 a,! ••SHEET METAL,[30i FEL�TE ENS,BEANCI BLT PgNT �1` �� .� EAM g DRAWING BY:YES,CD OU CONTACT 1H CON a] (BOLTm1ETO'BEAM) CHECKED BY:JB ICAL CONC.MONOLITHIC FOUNDATION.REINFORCE WITH(2)/4 REINFORCING BARS THICKEN SIBS BENEATH B NG WALLS AND COLUMNS • ,. SHIMS TO LEVEL BEAM •,�5,� --r 1 DRAWING NO: REINFORCE FOOTING WITH 22 #4 REINFORCING BARS 3•MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT ` �. .. P-AV PGGKF- --��..o G-004.00 CAD FILE NO:PAGE: 4 OF 13 GENERAL DEMOLITION AND �O�■..w.Lw REMOVAL NOTES 6 Formworks Architecture,PLLC 1. ALL CONDITIONS ARE TO BE VERIFIED IN THE FIELD.THE CONTRACTOR SHAL NOTIFY THE ARCHITECT OF 36 South Street DISCREPANCIES FROM THE CONTRACT DOCUMENTS AND Gmerport,NY 11944 --- =I� AWAIT INSTRUCTION FROM THE ARCHITECTS 6462453603 -_---------------------- r 6 V9 11� 2 CONTRACTOR SHALL PROVIDE TEMPoRARYSUPPORT Su University Plar4 r Y D MOUSTING OR.CONTRA$REQUIRED BY Suite 205 OEMOLIHON WORK.CONTRACTOR SHALL BE New York,NY 10003 RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THE 212.796,2685 ! __ O DUSTING REMOVED UNLESSTHE STRUCTURALRE ELEENTT IS S SOB E I lk,anaO 11 II �1 , FULLYSHORED AND BRACED.SUCH SHORING AND Jr10 I BRACING IS TO REMAIN UNTIL NEW SUPPORTS ARE l jl '�jj I COMPLETED.CONTRACTOR SHALL IMMEDIATELY L=====AJE U I * REPORT ANY STRUCTURAL DEFECTS OR DEVIATIONS l 10 FROM THE CONTRACT DOCUMENTS TO THE ARCHITECT. �FALL�,�/ELL H Y11 �7 �T 3. THE CONTRA CT SHALL INCLUDE THE DEMOLITION AND RESIDENCE LEM REMOVAL OF EXSTING WALLS.l -- -- —____�- S�______� �___ AREAS AS FLOOR.FURNISHING. ONTHEDEMOLITIONNICAL PLANS. L- IN Of 1745 North Parish Drive - I I LIGHTING FIXTURES.AS NOTED AND AS BROWN DOTTED Southold,NY 11971 ,I 7 I I 4. fl(NEW DEMOLITION WORK DURING WPlI(THROUGH WITH ARCHITECT AND OWNER PRIOR TO COMMENCING 1� WORK S. DO NOT DAMAGE BUILDING ELEMENTS AND II 9 IMPROVEMENTS INDICATED TO REMAIN. I II II h 6. CONTRACTOR MUST ABIDE AND FOLLOW ALL RULES t AND REGULATIONS FROM ALL GOVERNING AGENCIES MAINTAINING JURISDICTION FOR THIS PROJECT INCLUDING NYC DOB,ARE DEPARTMEM,OSHA ETC. B w > I 7. CONTRACTOR SHALL FILE ALL NECESSARY CERTIFICATE In/,�'��❑Z -, / \ L j OF INSURANCE WITH THE DEPARTMENT OF BUILDINGS, u - f___ PAY ALL FEES.OBTAIN ALL PERMITS AND PROVIDE ANY rT 7 �j II 1 AND ALL BONOS REQUIRED BY ANY CITY AGENCY IN L J 1-t_J�_ I IL___L____J___ ,,`��I� rr•--------I ORDERTOOO THE WORK HEREIN DESCRIBED. lJ/ B. CONTRACTOR TO PROVIDE AND COORDINATE ALL DEMOLITION ASREQUIREDFOR ALL TRADES. T 9 L ----- -- - - - . CONTRACTOR TO LOCATE. IDENTIFY,DISCONNECT AND n. 1 SEAL OR CAP OFF ALL UTILITIES IN BUILDINGS TO BE 0 1 ❑ -_� $ DEMOLISHED. 1 1 10. CONTRACTOR SHALL HIRE NEWYORK STATE UCENSED C-i 7 HAZARDOUS MATERIAL REMOVAL SUB-CONTRACTORAND - -- FOR L HAZARDOUS MATERIAL REMOVALS.REMOVE --------------- OF AIRHORBHANNG TORE REFRIGERANT JURI50 CTI0N5.ACCORDING 0 REGULATIONS �.r L-rs.--ILA,_�,_T 11. THE SITE MUST BE LEFT SECURED AND CLEAN ON -- OAILYBASIS j{ 12. PROTECT WSTING STRUCTURE TO REMAIN FROM POTENTIALO DAMAGE NOV 1 8 202 13. COM DE PLEOWNERWT7HTION DULESWORK REQUIRED TO COMPLETE ALL DEMOUHON WOflK NOTED. , 4 ROOF DEMO PLAN FIRST FLOOR DEMO PLAN 4 REMOVAL OFNDERS0U5MTE CONTRRIALS IS ACT. BE PERFORMED UNDER SEPARATE CONTRACT. T..., .�/8��=.�•-O•• 15. WSTING STRUCTURAL WALLS,COLUMNS AND BEAMS - SOUtIIOIO TOWtI J TO REMAIN.REMOVE ANY ENCLOSURE OR CEILING AND LEAVE EXPOSED. Board of TrusteE S ISSUE DATE: NO: DATE: DESCRIPTION: FT _ _ ----------------. 1 09.06.25 ISSUE FOR ODD FLUNG 2 10.15.25 ISSUE FOR TRUSTEES l 6 I 3 11.05.25 RE-ISSUE FOR TRUSTEES I I . -_-=-._-_-_-- - ---__-- -- 1.---_-N - ... K213...EYRRE EXISTINGMNVOTES PLU FIXTURES.T EMOWSTINGCHIMINEl- REVISION HISTORY NO: DATE: DESCRIPTION: REMOVE ESCRIPTION: REMOVE EXISTING STAIRS,LANDING AND RMUNG. 4. DUSTING CONCRETE FLOOR TO REMAIN. 11 5. SUBFLOORING TO REMAIN THROUGHOUT. - ------------- - 6. PARTIAL REMOVAL OF WALL FOR NEW WINDOW I'I 9 INSTALLATION. ,, I ........... 4 •e.mo moo.,.: I I I � 1. PARTIAL REMOVAL OF WALL FOR NEW DOOR I 'II I I Ill INSTALLATION. B. REMOVE SHEATHING FOR NEW SKYLIGHT. DRAWING STATUS: --{{ 9. REMOVE EXISTING WINDOWS AND DOORS 10. REMOVE ROOF AND FRAMING FOR NEW DORMER DOB ID NUMBER: it II1113111111 I � Ill II I I 1 1ll,ll Ftl LEGEND i1 6 '�E + II WSTING INTERIOR I PARTITION TO BE ` ON PLANS I BE REMO t SIGNA DATE: I1/0625 WSTIN 1AIN. }A.y, '� PROJECT NO: DRAWING BY:YDS,CD 3 SECOND FLOOR DEMO PLAN ♦ BASEMENT DEMO PLAN A : CHECKED BY:JET 1 G��1� DRAWING NO: CAD FILE NO:PAGE: 5 OF 13 � � � � ��.-� Formwlorks __ -- i Fo,mworks Architecture,PLLC 36 South Street Greenport,NV 11944 646.245.3603 99 University Place N O v 1 8 2025 Suite 205 New York,NY 10003 212.796.2685 q. Southold Town Board of Trustees HALLOWELL — — — — — — — — — — — — �- RESIDENCE 1745 North Pa,ish Orive — — — — — — — — — — — — -- Southold,NY 11971 I I I I L J I ; I I i I I C - - - — - - - J � J - - - - - - -- - - - - - - - — III - - - - - - — — — - - - - - - - -�.. - - - - - - I I I —DAM I I I m u�„a1GNUGEnwsxr,00R I � I 1AME—ErE�—x-1- . I —l"11 �T 1w�sGGTx 1.1 I —� vxx„x�x`�xw°�rx�xrG��,x� I i I II L I I L — I I Yxn~�,T�r�rwG I ..F.- =, � -� . I I L -1 - I C ` fxtSTxGR°MHYSR � I I I I � ixrX S�PGiW,w4FivP i I I �maxmxu<vum,x,o eEwu yews I ISSUE DATE: NO: DATE: DESCRIPTION: 1 09,06.25 ISSUE FOR DOB HUNG 2 10.15.25 ISSUE FOR TRUSTEES — I 3 11.05.25 RE—ISSUE FOR TRUSTEES `— J C0 a Ens�Oiu�¢orm�rriv,� xensaanxc REVISIOHISTORY: L uv O I NO: DATE: DESCRIPTION: I I I I I I � � I � II DRAWING STATUS: , L- wGW� rOq[c I rxzi zvoc rammc,rce. DOB ID NUMBER: I Inma,°Grs � nxcnownsrs . I I I- - - - - - - - - - - - - - � - - - -- - - - - - - - - AA °'9 O TITLE; 9 " PLA r 8 'rN�w DATE: 1110525 i PROJECT NO: �079+ �� DRAWING BY:YDS.CD CHECKED BY:JS i BASEMENT FLOOR PLAN �01:6� 'a DRAWING NO: A-100.00 CAD FILE NO:PAGE: 6 OF 13 Fonnworks >A 36 South S Architecture,PLLC �� I r`� •I`-`J�`-I'Llll 51V(/ IILI�'� 36 erpon, eat Gm,245.3 3 11944 646.245.36D3 99 University Place Sui a 2 York, p 1 O V q 8 2025 New Yodc,NY 10D03 \CI I L C 212.796.2fi85 2 «_•-_- �6•-D- I.�--- ,6•-D------------------- Southold'Town HALLOWELLT Board of Trustees _ O O RESIDENCE -- - - - - - - -- 1745 North Parish Drive Southold,NY 11971 O s tmv rye 14'-9Y' 3'-6" / 5'-14.• 16'-2' 'SHOWER&DOG W SH O O FO O II I POWDER PAN'-,RY KITCHEN 'I STORAGE e s,rr®1m0slns w l e FAMILY ROOM - MUOROOM L 3'_}• O O 'p p A-300 LJ 1^- -9'-0'--Y F O Ios _ OO 3'-6' ew.ellmr ramonlroxeciav ' I 0 0 0 I DINING ROOM E%ISPNG DECK L _ LIVING ROOM R A-200 4 A-201 OIsm txisnxcnooa,ms ISSUE DATE: NO: DATE: DESCRIPTION: 1 09.".25 ISSUE FOR 00B FlLING O s 2 11..15.25 RE—ISSUE FOR iRU fff TRUSTEES I 3 11.0515 RE—ISSUE FOR TRUSTEES lO . ENTRY REVISION HISTORY: NO: DATE: DESCRIPTION: - eE 101 - 1 r CONSTRUCTION PLAN LEGEND A I � DRAWING STATUS: O kI II BATh I DEN DOB ID NUMBER: 0 EXISTING CONSTRUCTION. ALL DIMENSIONS AND FLOOR TO FLOOR HEIGHTS TO BE VERIFIED IN FIELD STORAGE 6, ® NEW CONSTRUCTION, REFER TO SHEET A-900 FOR WALL TYPES \ I .� �EE)�'� FLOOR PLAN - '1.•.•':I"SEAL 1110525 DATE: }} > S GNAT PROJECTNO: DRAWING BY:YOS,CD CHECKED BY:JB 1 FIRST FLOOR PLAN DRAWING NO 1/4"=1'-0° A-101.00 " '" CAD FILE NO:PAGE: 7 OF 13 FormVvork$ _->1 36 South S Architecture,PLLC IIL]', Gr elp.N et Y 1 646.24ort,01 11944 s----— 646.245.3603 99 University Place Suite 205 NOV 1 8 2025 New 212.796.26656.26a510003 A-201 •( 13•-3• j. Southold Town HALLOWELL ___ _ ____ __— Board of Trustees RESIDENCE -——————I _—_- 1745 North Palish Drive Southold,NY 11971 14•-2' CL I .JII( 7•_ 6• 211 ______—____—_—_—_- O __I____ I'I • I I i 0 a I, I I t¢a0o550t.aw n.rt�I I I _ � � - I 20fi I'I I O •.aocut N --___-- n I I S BEDROOM 3 BATH 3 / \� •I 1 i 6 m A-300 I I I I I \ I I Oz1z -_-___-- _-----__ zos 1 I -'---� n @ Qa I I II I WALK-IN CLOSET /0. n.v I I I 3-�`• /� a 1 A.200 H`g —_ -------,� I /;y ' / \ ISSUE DATE: II / BEDROOM 1 \ .I NO: DATE: DESCRIPTION: II �0.�5.25 ISSUE FOR TRUSFTEES 3 11.05.25 RE-ISSUE FOR TRUSTEES I'I •I / —zap— \ I � I r I,I I I LIN N CL a•-9•i OFFICE �--/I REVISION HISTORY: I NO: DATE: DESCRIPTION L : \ I CLOSET I --_ - .2_— I CONSTRUCTION PLAN LEGEND �� BATH DRAWING STATUS: I I BEDROOM 2 �� I m DOB ID NUMBER: 0 EXISTING CONSTRUCTION. ALL DIMENSIONS AND FLOOR TO FLOOR HEIGHTS p 0 TO BE VERIFIED IN FIELD j ® NEW CONSTRUCTION, REFER TO SHEET A-900 FOR WALL TYPES Y ECO'tl- FLOOR PLAN k-. 1',gc• •''•�S`EAL;& DATE: 111U5F25 PROJECT NO: r ��4 DRAWING BY:YDS,CD L ..^• ',r'::, • CHECKED BY:JB 1 SECOND FLOOR PLAN ` DRAW NG NO A-102.00 4 CAD FILE NO:PAGE: i �� 0 - Famwarks Formworks Architecture,PLLC I 36 South Street GreeOport,NY 119" 646.245.3603 O 2025 99 ei Place Suitt e 205 York. New York, 10003 R! 212.796.268585 Southold Town Board of Trustees HALLOWELL RESIDENCE nEwvwmsvwr Fxis r xGowrtSwur 77 North Parish ve Southold,NY 11971 - �EwsrwG oemisrcur NEW DORMER u[woxmsPwr EXI$ EAVE ` EXIENSION — SLOPE SLOPE 2.8 0 12"O.C. E%IM�TCH A300 2.8®112-O.C. W _______________1 VT_9_______________ WI= 1 A-200 1 A 201 ISSUE DATE: F SLOPE NO: DATE: DESCRIPTION: 1 09.06.25 ISSUE FOR 003 HUNG 2 f0.1S25 ISSUE—MUSIEES 3 II.05.25 RE—ISSUE FOR 1RUS7EE5 REVISION HISTORY: FMrMGIXw,nSPM NO: DATE: DESCRIPTION: O SLOPE NOTESDRAWING STATUS: E SLOPE DOB ID NUMBER: SEE SHEET G-002 FOR DRYWELL SIZES, LOCATIONS & CONNECTIONS 2.8 0 12•O.C. Fws�,Goow„:ter F.6rwG GGVMSPoUf� �xFw00wx5VGlrt �EuSrwGOPwxYWr �� TITLE: R F�1 SEALB SIG T DATE: 1110525 }Ep PROJECT NO: DRAWING BY:YDS,CD 1 ROOF PLAN i� CHECKED BY JB DRAWING NO: A-103.00 CAD FILE NO:PAGE: 9 OF 13 vvorkS WINDOW SCHEDULE(BY TYPE) Fol i n FlwGH Formworks Architecture,PLLC No. �11;yFIAIUIATUIEIMODEL TYPE GLASS RO WIDTH RO HEIGHT EGRESS LOCATION REMARKSEnvelope Assemblies IXfD6OR 36 South Street Greerpor,NY 11944 REScheck•Web C—• `a"" "°` �~ y` A DH3428 DOUBLE HUNG LOW E CLAD GEAR 5-4 9/16' S'-5' WOftOOM,OWING ROOM& 646.245.3603 A•••-�' r..I¢r•w°f RN•1+• s4rm. IaRwW I� w w BATH 1 99 University Place Sut.++..� W .+¢ •¢ rm2 aw . W B 2 205 LOEWFN P510520 GOFIGHT LOW E = GEAR 1'-8 7 16- 6'-71 2- ENTRY NeweYork,NV 10003 Compliance Certificate v++^�� ^r ^• ¢• ••n w• a u C 2 LOEWEN AW11206 AWNING LOW E CLAD CLEAR 4'-0' 2'-3 8' BATH 1&STORAGE 212.796.2685 ¢r••p+1•.e )fs u D 3 LOEWEN DH3014 DOUBLE HUNG LOW E GAO CLEAR S-9 16' s-1' DEN Project Inlamlation a ^.• rtl z14 •> ems •m • • E 2 LOEWEN CA10914 CASEI.IENT LOW E CAD CLEAR S-J 16- 4'-7 7 8' STORAGE&WIDEN F 1 LOEWEN FRO606 PICTURE LOW E CLAD CLEAR �Wmy se•n++.N•• Ice n• u ems •Tro r r 7-3 8' 1-3 8' PANTRY i�h¢•s. lm•¢a•^� G 1 LOEWEN CAIOSD9 CASEMENT LOW CLAD0.EAR 2'-38' 3'-316' POWDER H I LOEWEN CASEMENT LOW E CLAD AEON S-3/I6' 3'-3/16' MUDROOM,FAMILY ROOM& ..¢.. BATH 2 HALLOWELL am ++.��.�.��.•w__r..rarrr..oua I , LOEWEN P517509 FlLIURE& LOWS LUD GIFAA 2'-fi1/4' 7'-3/I6' FAMILY ROOM RESIDENCE •o+�+'��+"'m' • LOEWEN AWI7504 AWNING 2-6 1/4' I'-4 1/2' 1745 North Parish Drive ¢+•m.• '°'P''a'°rs°a"'n�°°'r .wa.°."`^"^...."°'u'.m�.o'+-o'. wamra"•'.�'o" Southold,NY 11971 rt�f_ J 3 LOEWEN PSI0675 PICTURE LOW E CLAD CLEAR V-J ' 7-6 7 4' BATH 2&BATH 4 Compliance Statement K 1 LOEWEN PS11210 PICTURE LOW E GAD CLEAR 4'-O 3'-4 18' BEDROOM 2 ti arus�rt a..am.�•.au.mlrgy.,.rwwrew..mse L 1 LOEWEN FLAE14 CASEMENT LOW E CLAD CLEAR 5'-11 7 ' 4'-7 7 8' BEDROOM 2 rwraer YAa as.rsa�ln P.•y�wx+.a�o+1 •,g7u•ss,p+aa�nw%u¢4 w..�e. nsn.a wewmrssyawnr++ .awwinwy.P.rrr¢.o wprmwa.y.+. M 1 LOEWEN FCA1809 CASEMENT LOW CLAD CLEAR 5'-1I 7 8' S-3 I6' OFFICE N 1 LOEWEN CA17514 CASEMENT LOW E CAD CLEAR 2'-6 1/4' 4'-7 7 87 BEDROOM I w �•• iw uvn .1—:11 on 0ffin RA � i �5 0 1 LOEWEN PS1I814 PICTURE LOW E CLAD CLEAR 5'-111 5 8' 4'-7 7 8' BEDROOM I M•mn•N4 Vtb"aW+a D¢u P 1 LOEWEN CA17514 CASEMENT LOW CAD CLEAR 2'_fi 14' 4'-7 7 8' BEDROOM I Q 1 LOEWEN CUSTOM PICTURE LOW E CLAD CLEAR 6'-9 1 5-5 12' BATH 3 R 2 LOEWEN CAMSOB CASEMENT LOW E GAD CLEAR 2'-3 8' 3'-3 16' BATH J&WIC S I LOEWEN FCA1812 CASEMENT LOW E CLAD CLEM V-11 5 8' 4'-0' BEDROOM 3 WINDOW NOTES: -ALL FIXED UNITS TO BE SASH SET,TYP.(U.O.N.) -QUOTE TO BE SUBMITTED TO ARCHITECT FOR RENEW AND APPROVAL PRIOR TO PLACING ORDER -CONTRACTOR TO VERIFY R.O.ON WINDOW WOTE PRIOR TO FRAMING -WINDOW HARDWARE ED -SING DOOR HARDWARE ED -EXTERIOR FINISH:CLAD,COLOR TED(U.O.N.) -WTEMOR FINISH:TBO ALUMINUM SCREENS W/INMSIBLE MESH AT ALL OPERABLE WINDOWS(U.O.N.) - -REFER TO PROJECT NOTES FOR ADDITIONAL SPECICATIONS -ALL LOEWEN WINDOWS TO BE CONTEMPORARY MINED EXTERIOR ODOR SCHEDULE - I� -- I FINISH I I( �'{�II {{{`"""\��\�I')nf IILI�.� ^ F N0. WANNTI7 MANUFAIUREA MODEL TYPE 41MSS RO WIDTH RO HEIGHT iNICKNESS LOCATION REMARKS 1 i —. _k `ll_ V IX1ENOli WTFlUOR 3 arP.W WON,ua..•A+,..wT •^mtl�aaa us•w LaA ¢rr.r W.,wr.A•AA¢..H.T •^+1mo-.Wm ros4w M•rA 1 1 LOEWEN MID920 SWUNG LOW E GAD CLEAR S-2 II I6' 7-2 9 16- 21/4- MWROW SMART LOCK DOUBLE BORE) 2 1 LOEWEN VOI0920 SWING LOW E CLAD CLEAR S-2 11 16- T-2 9 I6- 2 1/4- ENTRY SMART LOCI(DOUBLE BORE ///��LLL•••••• 3 2 LOEWEN CUSTOM SLIDE LOW E CLAD CLEAR 9'-4 27 7 1-2 9 I6' 2 I/4' DEN&IOTCHEN 4 NOV 2025 O/ems 4 1 LOEWEN CUSTOM SIDE LOW E CIA CLEAR 17-B 5 ' 1-2 9 16' 2 I/4' LIVING ROOM iL N SI I LJ U ) 3 2 018 I E C C COMPLIANCE 5 LOEWIN N10920 SING OWE GAD GEaR 3'-2,1/I6' Y-2 9 1fi' 2 1/4' MUDROUM fi 1 ED SING LOW E CLAD CLEAR 6'-2 1I 6' 7-2 9 I6' 2 1/4' WORK ROOM 7 1 LOEM N ID10920 SWING LOW E QAD LIEAR 3'-2 11 6' 7-2 9 I6' 2 1/4' WORK ROOM 8 1 ED SLOE LOW E QAD GEAR 12'-5 12' B-2 1/2' 2 1/4' 1 FAMILY ROOM Southold Town Board of Trustees EXTERIOR ODOR NOTES -QUOTE TO BE SUBMITTED TO ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO PLACING am -CONTRACTOR TO VERIFY R.O.ON ODOR QUOTE PRIOR TO FRAMING -SLOW c DOOR HARDWARE ED -SWING DOOR HARDWARE ED -EXTERIOR FINISH.CLAD,COLOR TBO(U.O.N.) ISSUE DATE: INTERIOR FINISH:ED -ENTRY DOOR HARDWARE ED NO: DATE: DESCRIPTION: -SMART LOCK-TBO 1 09.06.25 ISSUE FOR DOB FILING -ALUMINUM SCREENS W/TNMSBLL MESH AT ALL SLIDING DOORS(U.OJQ 2 10.15.25 ISSUE FOR TRUSTEES -REFER TO PROJECT NOTES FOR ADDITIONAL SPECIFICATIONS 3 11.OS25 RE-ISSUE FOR TRUSTEES NOTE: NOTE ALL VENT PIPES ARE TO HAYS LEAD COATED COPPER THE PROVSON5 OF CHMTERS X 31 AND 32 OF THE RMOMrAL CODE OF SLEEVES/COVERS STATETHE TAND THE aUFFOLKE OF NEW K COUNTY DEPARTMENT OFN EALTHE OF NEW SERVICES PnLL RK INTERIOR DOOR SCHEDULE 6oa.IITARr THE As IDEUS.cN.ConslRUCnoN AND IrvSTAunnary of ROUGH OPENING UNIT SIE NO. OUMRDY MANUFATURER TYPE FINISH LOCK WIDTH D HEIGHT WIDTH ET THICKNESS LOCATION REMARKS RO R HOITHT I VENT THN..ROOF J L J L 101 1 TRUSTRE OR APPROVED EQUAL POO(ET SOLO PAVE.PRIMED PASSAGE S-0' 6'-10 1/2' 2•-10' II I J/4' DEN ROOF 102 1 TRUSTEE OR APPROVED EQUAL SWING SOLO PANEL PRIMED PRIVACY 2'1 D' 6'-10I 2' 2'-8' 6'-8' 1 3/1' ALCOVE REVISION HISTORY: - 103 1 TRUSTILE OR APPROVED EQUAL POCKET SOLO PANEL PRIMED PRIVACY 2'-10- 6'-10 12' 2•-8' 6'-B' 1 3/4' BATH 1 NO: DATE. DESCRIPTION: 1G4 I TRUSTOE OR APPROVED EQUAL SWNG SOW PANEL PRIMED PASSAGE 3'-0' 6'-10 12' 2•-10' 6'-B' 1 3/4' DEN x. 105 1 I 1 TRUSPLE OR APPROVED EQUAL SWING SOW PANEL PRIMED PRIVACY 2'-10' S-10 1/2' 2'-B' 6'-B' 1 3/4' POWDER ——)-——_f —————— 106 1 TRUSRLE OR APPROVED EQUAL SWING SOLID PANEL PRIMED PASSAGE 2'-16' 6'-10 1/2' 2'-8- 6'-8' 1 3/4' WORK ROOM r I I T—--I--, 201 1 TIRUSRLE OR APPROVED EQUAL SWING SON PANEL PRIMED PRIVACY 2'-8' S-10 12' 2•-6' 6'-8' 1 3/4- BEDROOM 2 I Z 1 1,/2• 1 1 1/2- 1,1/]' III/Y x' x' 1 z' I t I/Y 111/x' IT 202 1 TRUSDLE OR APPROVED EQUAL SWING SOLID PANEL.PRIMED PASSA(E 5'-2' 6'-10 12' S'-O' 6'-8' 1 3/4' QDgT 1 I 203 1 TRUSRLE OR APPROVED EQUAL POCKET SCLN PANEL PRIMED PRIVACY 2'-8' S-I0 12' 2•4' 6'-8' 1 3/4- BATH 2 • SHoNTR wER 9IOIWER 204 1 TRUSTIIE OR APPROVED EQUAL SWING SOW PANEL P MED PRIVACY SECOND FLOOR Y-2' 6'-ICI 12' 3'-0' 6'-8' 1 J/4' BEDROOM I 205 1 RUSTLE OR APPROVED EQUAL POCKET SON PANEL PRIMED PRIVACY 3•-0' V-ICI 1/2' Y-10' 6'-8' 1 3/4- BATH J 111' 2• ]• 2D5 1 TRUSBIE OR APPROVED EQUAL POCKET SON PANEL,PRIMED PRIVACY 3•-0' 6'-10 12' 2'-10' S-B' 1 3/4- BATIK 3 1 I/Y 207 I 1RI1511IE OR APPROVED EQUAL POCKET SUMO PANEL PRIMED PASSAGE 3'-2' 6'-ID 1 S-V 6'-8' 1 J/{' WALK-IN CLOSET DRAWING STATUS: 4 208 1 TRUSTILE OR APPROVED EQUAL SWING SOLD PANEL PRIMED PASSAGE 2'-5 6'-10 llr T-6' 6'-r 1 3/4- CLOSET BATH 4 BATH 3 BATH 2 209 1 TRIPS iBE OR APPROVED EQUAL SWING SOLD PANEL PRIMED PASSAGE q'-2' 6'-ID 1 2' 4'-0' fi'-8' 1 J/4' UNEN 0.OSET DOB ID NUMBER: 210 I TRUSDLE OR APPROVED EQUAL ROCKET SCUD PANE PRIMED PRMACY 3•-2' fi'-10 1 2' S-0' 6'-8' 13/{' BEDROOM 3 211 I Et OR APPROVED EQUAL SING SCUD PANEL PRIMED PASSAGE 4'-2' fi'-10 1/2' 4'-0' fi'-8' 13/4' CLOSET x —I—_ —1-——1——— 212 I TRUSNLE OR APPROVED EQUAL SWING SOLID PANEL PROUD) PRIVACY 2"-8' 6'-10 1/2- 2'-6' S-B' 1 1/4' BATH 4 I I I I 1 1 r 1 x' 12• 1 1 1/2' 1 T 12• 12• 1 1 1/x' 1 I I/r 12• INTERIOR DOOR NOTES 4'F.A-L ABOVE GRADE 91vK WASxER uv NO uv uv 9NK I -QUOTE TO BE Sti MED TO ARCHITECT FOR RENEW AND APPROVAL PRIOR TO PUONG ORDER DW �01 -HARDWARE ED - FlRST FLOOR 1.SWING DOORS.ED FENESTRATION REQUIREMENTS 2POCKETDOORS ED ® �` I 1/2* I 1/z' r I 1/1' 1 I/z' 1 I/x' x' 3' 1 tR' - 3.DOUR STOPS AT SWUNG DOORS(NOT FOR CLOSET DOORS):TBO Rt'A COMPONENT PROPOSED DE51GN CODE PRESCRIPTIVE VALUE I -SADDLES(TIN•):TED • ' 4 VALUE CITATION(PER 2020 NYSECCC) COMPLIES -BEER TO PROJECT NOTES FOR ADDITIONAL SPECIFICATIONS y �@W�,/�5,,.,,', j CONNECT TO SCOHS APPROVED c'0' ra¢.>4AT�.4°Awe """'"°'°""y �Fi_'EQ ESDPLUMBNG RISER DOOR SANITARY SYSTEM HOUSE TRAP BAR LAUNDRY POWDER PANTRY KITCHEN BATH I - �w M oJi DI G Aft RESCHECK A ;Ari w X AL B SLGIS1tTD c DATE: 1110525 C -'T•` "�- PROJECT NO: DRAWING BY:VDS,CD 2 PLUMBING RISER DIAGRAM WINDOW AND DOOR SCHEDULES CHECKED BY:JB DRAWING NO: N.T.S. a� A-104.00 CAD FILE NO:PAGE: 10 OF 13 Formworks � yLJ Formworks Architecture,PLLC 36 South Stme 1 GreenpoI NV 11944 646.245.3603 99 University Place Suite 205 NOV1F��{ ^ New York,NY 10003 N O 1 V `025 212.798.2865 F "' ;.. Southold TownHALLOWELL 6r.:. Board of Trustees RESIDENCE ----- - 1745 North Parish Drive Southold,NY 11971 NEW DORMER NEW DORMER T.O.2ND 10 F.F.h EL+S'-10 E%".SLING DECK \ T.O.1ST BOOR F.F. Z WEST ELEVATION 1/4"=1'—O" ISSUE DATE: NO: DATE: DESCRIPTION: I 09A6.25 ISSUE FOR 006 RUNG 2 10.15.25 ISSUE FOR TRUSTEES 3 Il.Di25 AE-ISSUE FOR TRUSTEES REVISION HISTORY NO: DATE: DESCRIPTION: // \> NEW DORMER / NEW DORMER DRAWING STATUS: r45 _ T.O.]NO FLOOR F.F. DOB ID NUMBER: EL+9'-10 15'-W4' Ll T.O.1ST FLOOR F.F.h �a9� �yt HPIJII TIONS SEAL FN RE: DATE: 11/05/25 T 'ysTa�C PROJECT NO: 'y DRAWING BY:YDS.CD ��,r � " CHECKED BY:JB SOUTH ELEVATION DRAWING NO: 1/4"=1'-0" ��v� A-200.00 CAD FILE NO:PAGE: OF IS �v Formworks D -_v Gre-p�___ t FormwoAcs Aichitectura,PLLC if 36 South Street { --.24.3 3 11944 q!I 646.245.3603 NOV 1 8 2025 99 University Place Sui a 205 New Vork,NY 10003 - 212.796.2685 �t °�t��=,:. Southold Town Soard of Trustees HALLOWELL RESIDENCE 1745 North Parish Drive Southold,NY 11971 y NEW DORMER NEW DORMER (EXTENSION) ' T.O.2NO FLOOR F.F.}� \ / FTI 7-71 \ \ \ J, / / \ T.O.1ST FLOOR F.F.h 2 EAST ELEVATION 1/4'=1'—O" ISSUE DATE: NO: DATE: DESCRIPTION: 1 09.05.25 ISSUE FOR 00B FlUNG 2 10.15.25 ISSUE FOR TRUSTEES 3 11.05.25 RE-ISSUE FOR TRUSTEES EXISTND MASONRY CHIMNEY TO BE REMOVED;REPLACE PATH 5.5.FLUE 'I NEW DORMER EXTENS'ON REVISION HISTORY: NO: DATE: DESCRIPTION: DRAWING STATUS: T.O.2ND FLOOR F.F. DOB ID NUMBER: EL:+e'-10 Ill F71EXISTND PERGOLA TO BE REMOVED T.O.IS,ROOK F.F.%• 4Pyy 7HJ,A, t 6iiV �E6 TIONS 1 }F. . DATE: 11/0525 8>SIGNAT E: PROJECT NO: y DRAWING BY:YDS,CD 1 �`q i CHECKED BY:JB NORTH ELEVATION Y �'4�� 3�rA DRAWING NO: anti ' A-201.00 F4F CAD FILE NO:PAGE: 2 OF 13 Formworks Formworks Architecture,PLLC 36 South Street Gm sport,NV 119" -- —_ i I 646.245.3603 I �� J 99 University Place Suite 205 New York,NY 10003. 212.796.2685 NOV 1 8 2025 HALLOWELL 1 RESIDENCE Southold Town oWn 1745 North Perish Drive Board of Trustees Southold,NY11971 ISSUE DATE: NO: DATE: DESCRIPTION: ® 1 09.06.25 ISSUE FOR 009 FIDNG 2 10.15.25 ISSUE FOR TRUSTEES el � 3 11.05.25 RE-ISSUE FOR TRUSTEES 8 D MOW 3 CLOSET IEDROOM 1 1 REVISION HISTORY: T.O.2N0 FLOOR F.F. NO: DATE: DESCRIPTION: r FAMILY ROOM MUDROOM PANTRY KITCHEN DRAWINGSTATUS: \\ \\ T.O.15T FLOOR F.F. DOB ID NUMBER: T— �. ' it ' $�-,'r-•�•r t FAL 8 SIQQQ�NNNAiT1R DATE: 11/0525 ^'.• "� PROJECT NO: DRAWING BY:YDS,CD SECTION o� CHECKED NO:JB 1 I ��r�e�`�� DRAWING NO 1/4"=1'-0„ A-300.00 CADFILENO:PgGE: ' 13 OF 13 i S.C.T.M.# DISTRICT 1000 SECTION 71 BLOCK 1 LOT 16.2 #R-25- 1658 LATERAL 3 INLET PORT OUTLET SOLVENT WELDED TO 4" DWELLING ADAPTER ALL PORTS LONG STUB OF 4"SCHEDULE 40 FUJI UI/A FFL 21.0 ARE 4"OPENINGS PIPE CONNECTED TO FUJI 4" SDR 35 (TYP) CLEAN CEN UNIT(TYP) ITCH 1/8"/FT SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES GRADE 18.5 GRADE (18.0) GRADE 5% MAX EL(18.0) C/0 TO GRADE D NV1V15.62 BOX INV15.52 INV17.05 1NV15.92 INv15 EL15.73 PERMIT FORAPPROVAL OF CONSTRUCTION FOR A • INV15.3 (1) EACH 4"SDR 35 4" SDR 35 10'0x10'DEEP SINGLE FAMILY RESIDENCE ONLY PITCH 1/4"/FT X . PITCH 1/8"/FT LEACHING p (POOL p p 0 0 0 0 0 0 10/10/2025 R-25-1658 EL5.73 DATE H.S REF. NO. EL 11.52 FUJI CEN5 31'MIN HIGHEST EXPECT. GROUND WATER EL 2.0 APPROVED FOR MAXIMU 4 BEDROOMS POLYLOK SAFETY SCREEN 0 DOMED MAXIMUM ADSTREPE FOR NSTALLIN EACH ACCESS EMPIRES THREE YEARS FROM DATE OF APPROVAL MAXIMUIM LOAD STRENGTH HANDLE FOR EASY REMOVAL PORT UNDER HD COVER OF SAFETY SCREEN GRADE EXISTING GROUND I SANITARY NOTES � SIZED TO FIT INSIDE za" 02 . 5" FIRST RISER 1.THE DINTS INSTALLER SHALL HOLD AN ENDORSEMENT FROM THE SUFFOLK COUNTY DEPARTMENT OF HEALTH.ID21.65" AIR HOSE AND 1 INLET, 2.AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENENANCE PROVIDER AND THE ELECTRICAL SUPPLY 7 OUTLETS SHALL BE PROVIDED TO THE SCDHS TP TREATMENT UNIT r020.65" 3.PROVIDE A 2"VENT PIPE FROM THE DINTS TO THE DWELLING AND CONNECT TO THE SANITARY VENTING WITH'N THE HOUSE FUJIMAC AIR PUMP ON PRECAST CONCRETE PAD THE VENT PIPE SHALL BE PITCHED TOWARD THE OATS SO ANY LIQUID WILL DRAIN TOWARD THE OWTS BOX ACCEPTS: 4.AN EFFLUENT FILTER SHALL BE INSTALLED UNDER THE ACCESS COVER OF THE CEN5 UNIT ON THE OUTLET PIPE NITS LIGHT COVER#3009C TOP VIEW HEAVY COVER#3017-C20 GRATE #3017-G20 PROPOSED SEPTIC SYSTEM UP TO4BEDROOMS SANITARY DESIGN BY: 6"TALL RISER#3009 (1)FUJICLEAN CEN5 500 GPO(OWTS) 12"TALL RISER#3009-R12 RICHARD MATO A.I.A. COVER 23.55" (1)LEACHING POOLS 10'x10'DEEP PO BOX 2284 TO GRAPIF N FINISHED GRADE NDCAPTYPE (1)EXPANSION LEACHING POOLS AQUEBOGUE NY 11931 MIN 4"DIA. x SDR g9P1 C PIPE OR EQUIV. g" ` LEVELING DEVICE PHONE: (631)523-5879 PIT°HE°,/6"PINETMIN -M" C Design Professional's Certification Required. INLET EMAIL: RMATOARCHITECT@GMAIL.COM ® ® m 2"INCREMENT, ;' "='{ BOX SEAL, Submit P.E. or R.A. Certification For ® ® ® TYP. " 'ry -r.S POLYLOK SEAL The Installation and Construction of the Disposal a Sewa Dis l System r ® ® ® ® ® ® r�• #3001 TYP,40PLCSITYP. g p Y AED ARCy� ® ® ® ® ® ! MIN.12"COMPACTED SAND O �Cj T Use Form WWM-073 ® em ® ® ® II � PEA GRAVEL LEVELING PAD �� pRn M•M� Fc, ® ® ® ® ® ® POLYLOK 20"D-BOX FRONT/SIDE VIEW MATERIAL-HDPE 3 I,mN 70UNDWATgq DISTRIBUTION BOX Polylok DETAILS Abandonment of the existing sanitary system must be in / conformance with the Department's requirements. Submit completed form WWM-080 as proof a4 86� / LEACHING POOL ST�TFOF4 Nrs WATER LINE CROSSING DWELLING ELECTRICAL PANEL TYPICAL Sf GUTTER/DRAIN PIPE RICHARD M. MATO A.I.A. NYS LISC#047861 7 SCR N 5 .TION MAIN GEOTEXTIL£FABRIC 18"MIN BREAKER SUPPORT POSTS WOOD OR METAL FLOW DIRECTION WATER LINE EXCAVATED AND 64CCIRCUfT KFlLLEO TRENCH CONIC BA -RANosgOUN 6Y r BREAKER EAKER EXISTING GROUND DECO T11)1EWRMIP4EDD S3 S 2p25 / ns 0 coNsuLT l DEDICATEDLECTR ICAL SERVICE TO HYDROACTION CONTROL PANEL - - 1 DRAINAGE CALCULATIONS: _ iON�'"MEA {TEFL ZMINIMUM HIGH WA A)DWELLING W/COVERED PORCH=2,322 SQ.FFT. S S 1% TIE LINE .•E 2FI'✓� 2,322 x 0.166=385.4<386ef REQUIRED _ CONTROL P&'DIA x 5'DEEP DRYWELL�42cf PROVIDED _ ..-- ...SHIN".. PANEL REVISED PLANS APPROVED 11 /61/2025 - EL2.2 54 T ____ _ - .-� SZDNeNeL��B� 13) WOOD r z BULKHEAD 8 _�- i n D - �_� 8 -•� _ _ "'-10 ZONE X \\ PERMIT EXPIRES 10/10/2028 -�0 12 zO13 GS STK.2 _ N��EP '-''` -`� T W 14 EDGE �I N Installation Guldance Fu iClean Schedule 40 PVC 90-0 ep 16 0 0 14 agree Inlet Atl ter `` Qo I` -r 6"SCHEDULE 40 END CAP 17 STr` 1.The Ful IClean 94De nee Inlet Adapter has 4 ALL MATERIALS SCHEDULE 40 PVC(TYP) 12.T o 16 CLEAN OUT MUST BE INSTALLED TO PROVIDE ACCESS TO THE V;, /// 17.3�b Ir� w 1 9 p )openings(3)inlets end(1)cute.All dNese w!I accep s andertl ADAPTER T PLUG(TYP). ADAPTER FROM ABOVE 15 schedule 40 fittings. CLEANOIJTTO GRADE (TYP) N Oxo TRELLIS/ r`+ a 11 0' 2.The top of the Inlet adapter has a 6'opening that can be fitted with a 6"SDR deer pipe and cap as a clean out. f LAND N/F OF `'0 23 i 7 ..WOOD CK ", 14 DWELLINGS 3.Any unused entry pans on the FujiClean Inlet adapter shall be capped wkha4"schedule 40 adapter&plug,ore Schedule 40 slip ---487 CHRISTINA SPORNBERGER n W/PUBLIC WATER cap that Is solvent welded to a short stub of pipe Inserted and solvent welded Into the adapter port. SOWER •'r'.z' 150' �4.53 PROPOSED 4.The lateral entry adapter shall be secured to the FujiCleen unit using a 4'long stub d 4'schedule 40 pipe that Is solvent welded I L 6"SDR 35 WC RISER :::,:��'.',�•'•.'�,: 7 into the adapter outlet end and FuJlCleen inlet so that the adapter fits flush on the Fu)iClean unit. PIPING EXTENDED TOP VIEW WITH �• ::•'•:•:•'I:•:•.':•:•':• ) Ln 5.The Installer shall ensure that the soil beneath the adapter is back filled and compacted sufficiently to support the bottom d 2 N D FLR DORMERS •'3 BEDROOMS 1 ,-. LAND N/F OF UP TO GRADE DIMENSIONS(TYP) •' the adapter and prevent eery settling or strain on the adapter or FujlClean unit. TOP VIEW(TYP) LENGTH VARIES ADD ITON S ••: DWELLING fl1 ,,I 6.Metal fittings,pipe,and caps are NOTlo be used for Installation dthe adapter. (T"/Pl 6.24" BIL `:::•':•''`'�.' FFL 2J.0,.•: ��N SUSAN FINING 7.Must install a cleanout to grade in accordance with the'STANDARDS FORAPPROVAL OF PLANS AND CONSTRUCTION FOR C.3• Or -ELEC SERVICE TO CONTROL PANEL SEWAGE DISPOSAL SYSTEMS FOR OTHER THAN SINGLE-FAMILY RESIDENCES'and Mrs"STANDARDS FOR APPROVAL .6 ::;;?Q,l' :J:,•::b': .r7�' m _CONTROL PANEL AND AIR PUr.IP OF PLANS AND CONSTRUCTION FOR SEWAGE DISPOSAL SYSTEMS FOR SINGLE-FAMILY RESIDENCES.' DWELLINGS GONG/LATE ,CO 8.Tne following are instructions on how to make asolvent weld for attaching piping to the FupClean lateral entry adapter. W/PUBLIC WATER STD P o (`Lrl � `? _ELECTRIC AND AIR SUPPLY HOSE TO OVtrfS 1.Square pipe ends,dtamfer aM remove all dirt •• -2"SCH40 PVC VENT PIPE v 2.Check dry tit of pipe and fitting.Pine should easily go 1/3 tithe way into the fitting.If pipe bottoms,a should be snug O 1�, 72.4' "•`<' SLATE WALK It 3.Use a suitable applicator at least h the size of the pipe diameter.For larger size pipe systems,use a natural C•- '�' w V DP ZONE X AS SHOWN OF FEMA MAP "' •"• IZ CBRS AREA BOUNDARY SIDE VIEW(TYP) :'•':43' 11/16/1990 gristle brush or roller. :::,GARAGE .• 4.Clean pipe and fitting win a listed primer.(Do not use primer on ABS pipe and fttmgs.Use Clear Cleaner only!) I NLET ADAPTER --r.o3• :`•.GF j�,$;:.:r:, •ems••^ -"''-• _'„ •EXISTING SANITARY TO BE ABANDONED 5.Apply liberal coat ot eement to pipe to the depth of the satire[;leave no uncoated surface. NTS �-e�' SIDE VIEW WITH EXTRA INLET AND BACKFILLED WITH CLEAN COARSE SAND 6.Apply a thin coat of cement to the inside of the fitting;weld puddling dcement .-s za• DIMENSIONS(TYP) "-- U•• '. .'•,• 1¢I Puddling can cause weakening and premature failure of pipe orflMng.Apply a second coat of cement to ttte pipe. CAPPED VIA I ! •• •• f"111;C),X1 EI( [Y A O J 7.Assemble pans QUICKLY Cement must be fluid.If cement surface has d 4"SCHEDULE 40 yad,reeoat both parts. t.m ' .DRI ,� Z" ADAPTER&PLUG 6.Push pip"FULLY into fitting using e'/.fuming motlon umll pipe bottoms. OR CAP(TYP) I �9 •..$I"UEON o SITE DRYWELLS 0.Hold pipe and frtling together for 30 seconds to prevent pipe pusho Wine ut-longer at low temperatures. e off excess. I �.,r 3 NOTE:NO ON S •• y� zl 10.Allow 15 minutes for good handling strength and 2 hours cure time et temperatures atxave 60 degrees NO ONS GAS LINES IT,• � Fahrenheit before pressure testing up to 180 psi.Longer cure times may be required at temperatures below 6o degrees W I •.e ••• •• • ''•• ••��, Fahrenhed or with pipe above 3 inches.DO NOT TEST WITH AIR. O NOTE:The set up/cure time Is dependent on several factors.The pipe size,socket fit,ambient tempemture, - It relative humidity,solvent cement used and the system operating pressure should all be considered when determining set up cure times. ck INLET VIEW CO ,�' ••� �q o e FujiClean USA DN wls � MOH. Toward Clean Water.. _O.H.WIRES WV .N 71 24'SO" f P , SCUM BAFFLE B _ 7Q G 30'00"W' + ) i t e _ N 82 !U NOV 1 O 2u2S o • OUTLET SOLVENT WELDED TO 7.t- ELEV. }8.6 - •�' ` z u.P• 1 '�,�`_ 30'57 2-t 1. 2,_7t, 2,_3, PAVEMENT -_• - LONG STUB OF4"SCHEDULE 40 o-4 7 ��"I EDGEOFP PIPE CONNECTED TO FUJI I OL BROWN w - is ••. CLEAN CEN UNIT(TYP) SANDY LOAM ND w w '• \`'Q•'�:' '• 4 �. _ ® NOR PARTS ' ��. .. 5, SoIJt,Jni, .Io�''vn H DRTT�F, ' �g E?oar cif 11l:ute,on LATERAL 3 INLET ADAPTER 1 V + �L- L�� -' - ALL PORTS ARE 4'OPENINGS PALE 1 1 BROWN 1 n a ,A SW MEDIUM SAND DWELLINGS I WIPUBLIC WATER = ADD WATERLINE CROSSING 11-05-25 ' HIGHEST EXP.WATER EL 2.0 150, I REVISE SANITARY LOC. 11-04-25 PALE I O BROWN INLET BAFFLE--' O -® SW® M$ADND 17.0' I M"rd 11-18-24 I t--4 tC�VV FEMA MAP#36103CO166H K.WOYCHUK LS ` '1+1� LOW BAFFLE /4"AIR INTAKE ; EFFECTIVE 09/25/2009 RECIRCULATION PIPE (CLEANING OPENING) B LOT COVERAGE FLOW OPENING(TYP. I THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL OUTLET SOLVENT WELDED TO 4" PLAN VIEW UPLAND AREA: 77,902 SQ.FT. or 0.47 ACRES LOCA77ONS SHOWN ARE FROM FIELD OBSERVATIONS LONG STUB OF 4" CONNECT DCTO FUJI DWELL IING W/REAR DECK: 2878 S.F. or 7 6.1% AND OR DATA OBTAINED FROM OTHERS. CLEAN CEN UNIT(TYP) t1'1 20-ACCESS COVER 20"ACCESS COVER 24"ACCESS COVER -DISINFECTION NAVD88 (TYP) (TYP) (TYP) CYLINDER(OPTIONAL) AREA: 18,583.86 SQ.FT. or 0"43 ACRES ELEVATION DATUM: COVER PLUG r.u• UNAU774'OR/ZED AL7ERA T/ON OR ADD17ION TO TH/S SURVEY/S A VIOLA 77ON OF SEC77ON 7209 OF 7HE NEW YORK STA 7E £DUCA 77ON LAW. COPIES OF 7H/S SURVEY (THREADED) SQUARE t MAP NOT BEARING 774E LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY, GUARANTEES INDICATED HEREON SHALL RUN ONLY 70 THE PERSON FOR WHOM 7HE SURVEY/S PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON ( �- LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING 1NS77TU770N, GUARANTEES ARE NOT TRANSFERABLE. LATERAL 3 INLET ADAPTER D ON DUTBOX t 7HE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCnJR£S ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE ALL PORTS ARE 4'OPENINGS © CLEAN LIT NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE 7HE EREC770N OF FENCES, ADD/770NAL 57RUCIVRES OR AND 07T•lER IMPROVEMENTS EASEMENTS' ADAPTER ADAPTER AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARAN7FED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT 7HE 77ME OF SURVEY N 30 DEGREE FITTING SURVEY OF: DESCRIBED PROPERTY '•"0F NF' TODD HALLOWELL• LISA HALLOWELL 5,-5, © ® ; M V/ CERTIFIED TO: r , bow E MAP OF: P N 4,„Z„ �' '6 FILED: = r " G. F © Elow SITUATED AT: BAYVIEW SEWER LINE O CLEANOUT DETAIL TOWN OF. SOUTHOLD �` '� KENNETH M WOYCHUK LAND SURVEYING, PLLC "Ts SUFFOLK COUNTY, NEW YORK ti J s D s 0 B s 2 JQ Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 SECTION A-A VIEW PHONE (831)298-1588 FAX (831) 298-1588 FILE 122�4-104 SCALE: 1"_30' DATE:AUG. 22, 2024 N•Y•S LISC. NO. 050882 I