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HomeMy WebLinkAbout51529-Z �o��oE so�lyo`o Town of Southold * P.O. Box 1179 � o 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46749 Date: 12/31/2025 THIS CERTIFIES that the building Swimming Pool with Fence- In Ground Location of Property: 2515 Calves Neck Rd Southold, NY 11971 Sec/Block/Lot: 70.4-45.5 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 11/12/2024 Pursuant to which Building Permit No. 51529 and dated: 01/08/2025 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Swimming pool with spa and raised terrace addition to an existing single-family dwelling as applied for. The certificate is issued to: Thomas Deierlein,Mary Deierlein Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 51529 09/04/2025 PLUMBERS CERTIFICATION: Authorized ignature ho��oesouyo�o TOWN OF SOUTHOLD BUILDING DEPARTMENT • TOWN CLERK'S OFFICE Couxrr. SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 51529 Date: 01/08/2025 Permission is hereby granted to: Thomas J Deierlein 19 Westbury Rd Garden City, NY 11530 To: construct swimming pool with spa addition to an existing single-family dwelling as applied for. All construction activity must be outside of 100'from the wetland boundary delineation. Premises Located at: 2515 Calves Neck Rd, Southold, NY 11971 SCTM#70.-4-45.5 Pursuant to application dated 11/12/2024 and approved by the Building Inspector. To expire on 01/08/2027. Contractors: Required Inspections: Fees: Single Family Dwelling- Addition &Alteration $833.00 SWIMMING POOLS-IN-GROUND WITH FENCE ENCLOSURE $300.00 CO-RESIDENTIAL $100.00 Total $1,233.00 ---- ----- --------------- ui ing Inspector SOUr�,®l 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Southold,NY 11971-0959 �� Y BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Thomas J Deierlein Address: 2515 Calves Neck Rd City: Southold St: NY Zip: 11971 Building Permit#: 51529 Section: 70 Block: 4 Lot: 45.5 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: LC Electric License No: SITE DETAILS Office Use Only Indoor F Basement F Service Solar F— Outdoor I✓ 1st Floor F Pool Spa rv— Renovation (— 2nd Floor r Hot Tub F Generator (— Survey Attic Garage rl Battery Storage (- INVENTORY Service 1 ph I- Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan Service 3 ph l- Hot Water GFCI Recpt 1 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 1 4'LED Exit Fixtures Other Equipment: Jandy Pool Panel 12 Circuit/ 9 Used, (2)Pumps 220GFI, Heater 220GFI, Blower, (5) Lights 30OW Transformer 120GFI, Waterbond Lug Notes: Pool & Spa Inspector Signature: X Date: September 4, 2025 Sean Devlin Electrical Inspector sean.devlin('D-town.southold.ny.us 2515CalvesNeckPool&Spa so sl # TOWWOF 9OUTHOLD BUILDING DEPT. coulm, 631-765-1802 INSPECTION� -[ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] .INS.ULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT"PENETRATION 14)ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE - / `— INSPECTOR SOUIyOIo -- — — - # TOWN OF SOUTHOLD BUILDING DEPT. oou 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL /,.S [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: AgdUt� CP S L". )n. fed, Su tK�2 GUdec xla M At�t-,4 ,A 1 "I,m ) a4-0 e-od azAl. DATE �=a�, -�� INSPECTOR qF SObTy�lo TOWWOFZOUTHOLD BUILDING DEPT. `ycouto" ' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ RE13AR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) LECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O [ ] RENTAL REMARKS. DATE Ll INSPECTOR `� Jeffrey Sands Architect 2/11/2025 LL Property/swimming pool location: 3; Tom Deierlein DEC 2 6 20�5 2515 Calves Neck Lane Southold, NY RE: Swimming pool rebar ,, and Drywell inspection Attention Town of Southold Building Department: Upon inspection of swimming pool rebar ,, and drywell at above mentioned property, I find all to have been installed and built as designed meets current building code requirements. Sincerely, 75g� , y0` Jeffrey Sands Architect 6 Evergreen Lane, East Quogue, New York 11942 phone-631-375-5997, fax, 631-576-8916 email—le�,jsa-ny.com .p i Marshall paetzel LANDSCAPE ARCHITECTURE pE� 2 3 202� July 13, 2025 Town of Southold Building Department 54375 NY-25 Southold, NY 11971 RE: Deierlein Residence: 2515 Calves Neck Lane, Southold, NY 11971 To whom it may concern, This letter is to certify that I witnessed the installation of the concrete footings and walls of the elevated masonry terrace connected to the existing residence and constructed with a Town of Southold Building Permit. I certify that the elevated masonry terrace at 2515 Calves Neck Lane, Southold, NY 11971 was built according to the Southold Town approved plans prepared by Marshall Paetzel Landscape Architecture, PC and the construction meets NY State and local codes. Sincerely, Jonathan Paetzel, RLA r1DSC - '— tt,4 ar .9 00271Ci �TF OF NE�y HAMPTONS: PO Box 1379 -530 Montauk Highway-Suite 203 - Amagansett,New York 11930 NORTH FORK: PO Box 478 - Mattituck,New York 11952 - 631-209-2410 www.mplastudio.com L =e S r� *+!' 6 �;, .S ►. ��`• G �� /, / //, / '�- r— ___,' j,' _ � ;, _ b . �� ,fig � --- _, _- ` :�, _- _ ::�`: `:;�. _ y �,_.� -_ ---- -=s - — _ - .1� , �. a 0 ?IELD INSPECTION REPORT DATE COMMENTS 01 FOUNDATION (1ST)-------------------------------------- - - a --- ---- FOUNDATION (2ND) -- '� z 1 ROUGH FRAMING& PLUMBING — --- -- ?t� a 44 INSULATION PER N. Y. - - q� , STATE ENERGY CODE - 1� (J1 FINAL -� ADDITIONAL COMMENTS Z �o o��gOFFo�q�o TOWN OF SOUTHOLD—BUILDING DEPARTMENT $� Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 oy�o• �ao� Telephone (631) 765-1802 Fax(631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT F Office Use Only , 'A �a PERMIT NO. Building Inspector:Ins `a� p i NOVN OV 1 2 2024 Applications and forms must be,fl iled out;in their:en rety ti lnco mplete applications will not be accepted ,Where,.the Appikanflls not�the owner, Owner'&&' uthorization form(Page:2)shall be completed! Date:10/10/2024 OWNERS)OF PROPERTY Name:Thomas J. Deierlein SCTM# 1000-70-4-45.5 Project Address. 2515 CalveSuNeck Road, Southold, NY,11971, Phone#y9172875961 _ _ _..v___.. __. _ __. Email.tomdeierlein@gT*!.Om Mailing Address: 19 Westbury_Road, Garden City, NY11,530^ CONTACT PERSON Name:Jonathan Paetzel Mailing Address:PO Box�478, Mattituck,_NY 11952 Phone#:6312092410 Email.Jonathan@mplastudio.com DESIGN,.PROFESSIONAL:INFORMATION Name: Jonathan Paetzel Mailing Address:PO_Box 478, Mattituck, NY_11952 Phone# 6312092410 Emal:jonathan@mplastudio.com CONTRACTOR1 N FORMATION: Name:TBD Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED'CONSTRUCTION ❑New Structure ®Addition ❑Alteration ❑Repair ❑Demolition Estimated cost of Project: ❑Other $200,000 r Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes ®No 1 PROPERTY INFORMATION Existing use of property:ReS1denthaL _., Intended use of Yproperty: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R_q o this property? ❑Yes ®No IF YES, PROVIDE A COPY. 99..Check Box After Read w ing: The owner/contractor/design professional Is responsible for all drainage and storm.water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the,Buiiding bepartment"for the issuance of a Building Permit pursuant to thelBwldingZone:;. Ordinance of the Toinin,of.Southold;Suffolk,County,'New York and other applicable Laws,Ordinances or Regulations,4or the construction of buildings',. atlditions,alterations or for removal or demolition as herein described:The applicant agrees to comply with all applicable laws,ordinances building code; 'housing code and reg:Ins and to admit'authorized inspectors on premise's and in building(s)for necessary inspections.False statements made herein are. punishable as a Class A misdemeanor ours on 210:45 of the New York State Penal Law: � ,{ Application Submitted By(print name): /9 hrJ �A S � ElAuthorized Agent X6wner Signature of Applicant Date STATE OF NEW YORK) SS: COUNTY OF LJ. i�Lz �E) being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, ` (S)he is the 6Z��E' � (Contractor,Agent, Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this r- FIN day of Oci ,20� Notary Public ENotary RIKAS GANLEY PROPERTY OWNER AUTHORIZATION -State of New York 1PR5003206 (Where the applicant is not the owner) n Suffolk County Expires Oct 19,2026 I, residing at do hereby authorize to apply on i my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 BUILDING DEPARTMENT-Electrical Inspector ..' :. TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road- PO Box.1179 Southold, New York 11971-0959, Telephone'(631) 765-1802 - FAX (631) 765-9502 roaerr(5-southoldtownnv.gov seand(a southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN.INFORMATION (All Information Required) Date: 03/28/25 C,ompany:Name: LC Electrical Contracting Electrician's Name: LC Electrical Contracting License No.: ME-38043 Elec. email: office @Icelectricalcontracting:com Elec. Phone. No: 631-874-0485 01 request an email copy.of Certificate of Compliance ;Elect Address.: 22 Woodbine Lane,-East Moriches NY 11940 , JOB.SITE INFORMATION:; (All Information'Required) Name: Tom Deierlein Address: 2515 Calves Neck,Rd Cross Street: Phone-No.: Bldg.Permit#: 51529 email:. Tax.Map:pistrict: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE:FOOTAGE (Please'Print;.Clearly): Pool & Spa w/5 LED Lights, Heater; Salt.Water and:Sutomation System Square,Footage:'° Circle AII That'Apply: Is 'ob read .for ins ection�: l3Gl ►�. I c� p �/. , YES NO . ✓ Fina1' y o Do you need a,Tern Certificate?: YES N0 :Issued On, Te"mp_Infdrination: . (All'information4equired) service'size 1 Ph 3 Ph` Size: A #Meters Old,Meter# ENew.Service®Fire ReconnectOFlood Reconnect❑Service ReconnectDUnderground_Overhead #Underground Laterals . 1 H"Frame Pole Work done on Service. . Y N AddRional,1nformation:.. PAYMENT DUE WITH APPLICATION e.c-0 / Dq &9(r . -Ll-nss FQ Scott A. Russell ° ,UF ��A SUPERVISOR 0 NIANAG]EA41EN T SOUTHOLD TOWN HALL-P.O.Box 1179 p 53095 Main Road-SOUTHOLD,NEW YORK 11971 �} Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FORM ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT '! l! ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) !; - - - - ! APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) `! NAME: Date: 1 �iZ 202,L-' Prmn (Sign ire, , ` r Contact Informa ton: o►�q'�� a M I 4Uc� l0 j il:-Nlail R"telephone iVumherl �I cl 410 L1 Property Address / Location of Construction Site: LAG 1000 - �,� S S.C.T.M. # District ! OLD b 5 , S Section Block Lot TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — i;mm Area of Disturbance is less than l Acre. No S.P.D.E.S. Permit is Required ! II.r�I - Project does Not Discharge to Waters of the State. No S.P.D.E.S. Permit is Required ! - Area of Disturbance is Greater than l Acre & Storm-water Runoff Discharges Directly to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit DIRECTLY From N.Y.S. DEC Prior to issuance of a Building Permit. Area of Disturbance is Greater- than l Acre & Storm-,,varPr Rimoff Flaws Through Southold Town's MS4 Systems to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit through the Southold Town Engineering Department . Prior to Issuance of a Building Permit. Reviewed By: Date: !! FrIR M a CMrP -Tnq Ortnha,- ?n i c) AP OVED AS NOTED DA B.P. FEE 12 '� BY: ELECTRICA! NOTIFY BUILDING DEPARTMENTAT INSPECTION REQUIRED 631-765-1802 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION-TWO REQUIRED FOR POURED CONCRETE 2. ROUGH-FRAMING&PLUMBING 3. INSULATION ;; RETAIN STORM WATER RUNOFF 4. FINAL-CONSTRUCTION MUST PURSUANT TO CHAPTER 236 BE COMPLETE FOR C.O. OF THE TOWN CODE. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTON ERRORS �'ELY. 10,"d.SE POOL TO-.'CODE COMPLY WITH ALL CODES OF t gdUP ON COMPLETIO[V NEW YORK STATE$TOWN CODES y AS REQUIRED AND PONDITIONS OF Y' SOUTH TOWN ZBA S OLD TOWN PLANNING BOARD SO OLD TOWN TRUSTEES N. .S.DEC UTHOLD HPC All exterior lighting SCHD installed, replaced or repaired shall conform to Chapter 172 of the Town Code OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFIC/ OF OCCUPANCY PRECAST CONCRETE DOME D E I E R L E I N RESIDENCE SDR 35 PVC INLET PIPE 2515 Calves Neck Road -SEE PLAN FOR PIPE SIZE � . GRADE Southold, New York 2'-0" TOP OF DRYWELL JOCKEY CREEK MAX (SEE PLAN FOR ELEVATION) 110 s 63"zs'zs"w SDR 35 PVC OVERFLOW PIPE BACKFILL T-0"MINIMUM AROUND — — MEAN HIGH WATER — ,—_——._—.—— __ toa 7T N,< -SEE PLAN FOR PIPE SIZE ❑ ❑ ❑ ❑ ❑ DRYWELL WITH 1 Y"-1 Y"MEDIUM 69 i _ _ _ -- _ _ aoT O ❑ ❑ ❑ ❑ ❑ COARSE SAND/GRAVEL / �w ❑ ❑ ❑ ❑ E14 PRECAST CONCRETE STORM SEE PLAN FOR DEPTH DRAIN RING / T/� EXISTINGRAMP -- - -- AN/�6 �OhG \ ❑ ❑ ❑ ❑ ❑ NOTES: ❑ ❑ ❑ ❑ 4'-0"MINIMUM PENETRATION INTO RATEABLE SOIL. 25-0 MAXIMUM DEPTH BELOW GRADE mashall poetzel 2'-o" LANDSCAPE APCHITECTURE MIN 2-0 MINIMUM ABOVE GROUND WATER GROUND WATER LINE SEE PLAN FOR WIDTH EXISTING 2'-0"MAXIMUM ACCESSCHIMNEY(IF NECESSARY) / PILINGS NON-RATEABLE SOIL PO Box 478 i / 6'-0" INSTALLED AS PER STATE AND 5175 Middle Road OCA CODES E • 0) - -- EXISTING FLOATING MIN Mattituck,NY 11952 / �ry$�o 1 DOCK WITH RAMP SAND AND GRAVEL-RATEABLE SOIL b CLEAN MEDIUM� EXISTING COARSE FILL phone: (631)209-2410 fax: (631)315-5000 VINYL BULKHEAD email: studio@mplastudio.com O PRECAST CONCRETE DRYWELL \ / Detail NTS ARCHITECT: - o Mark Schwartz &Associates ZONE VE / � 28495 Cutcho al d EL.8 e, NY i1935 0 g Office: (631) 734-4185 O (7) / EXISTING EXISTING BRICK WALKWAY SURVEYOR: ELECTRIC Kenneth Woychuk Land Surveyor, PLLC SERVICE P.O. Box 153 ZONE VE _ ---- (8) FIRM ZON Y _ Aquebo ue, NY 11931 TIDAL WETLAND EL.14 - - - ----- gOUN�A Office: 631 298-1588 (9) BOUNDARY AS DELINEATED �` #4 STEEL REINFORCED ) _- 6"X 6"TILE FACING BY EN-CONSULTANTS __ ---_ \ , DEPTH ' � • ' ' _ EXISTING _ WATER LINE ON JULY 9,2023 --- -- STEPS+LANDING 6) HORIZ. 10"O.C. 10"O.C. \ 1 j ZONE X VERT. 5"O.C. 5"O.C. A © pe 3" - '�,' 0.2%CHANCE FLOOR 10"O.C. EACH WAY a i ' r ANNUAL FLOOD EXISTING i ' I EXISTING WOOD RAIL a DECK - I FENCE (3)#4 BARS CONT. ' Q O `/ �`\ BOND BEAM ALL :o MAX.VERTICAL WATERLINE - A -- BILCO G AROUND TIES 10 O.C. DIM.8'-0" DECK DECK _ EXISTING EXISTING \ o�j �\ WALLS a #4 BARS r --------� ---------------------------------------------------------------- -- -------------------------- A ° s / ZONE X \ \ EXISTING ° SEE TYPICAL SHALLOW END �o � LP TANK • GUNITE POOL DEEP END —_ — _ EXISTING PNEUMATICALLY MARBLE DUST FINISH o — �— _— __ __ \ t APPLIED CONCRETE ! o� � SECTION OOsp / _ RESIDENCE EXISTING 9"MIN. c RADIUS VARIES 6"TO 24" WALL DETAIL + EXISTING EXISTING FIFE:13.4' I CONCRETE APRON 20N SHALLOW END 5"AND UP ON DEEP END STEEL WALL THICKNESS-9"MIN. . SCHEDULE PATIO I 7„ FLOOR THICKNESS-7"MIN. EXISTING �i 0) �. 6 MIN. 14'-0" 13'-6" _ PIER LINE / / STEPS I a. — �------- — iuuuunuuuuuuuuuwwuuuumiuuumnnnnmmmmnumnm�mm�,,,�� :" 40-0 PIER LINE �• ONE - o i r' 1 EXISTING 6 uN PR \ / j 11 STEPS+WALKWAY J) SITE DATA: �. _ M ( 0 , \ / - I ��. I _ T YPICAL GUNITE POOL WALL SECTION POOL PROFILE SCTM#: 1000-70-4-45.5 0-°o�� ,�j / _ — _ 2 ' 3 Zoning District: R-40 Lot Area: 56,853.17 SF or 1.31 acres p�°N © _ EXISTING i Detail NTS Section Scale: 1"= '10'-0" ( ) DRIVEWAY i \ /® \ 100'SETBACK FROM \ � NOTES: �` PROPOSED WOOD TIDAL WETLAND BOUNDARY ����a"" "\`\"„`c I I 7 PROPOSED LANDING+STEP � I I -"'� 1. Base map information based on survey prepared by Kenneth M Woychuk Land / ,� Surveying, PLLC last dated May 4, 2023. � a�� T X 7, 20'X 40' SWIMMING POOL CONCRETE , \ � � l'�01 DETAIL 2+3 WASHOUT AREA i ��\` �1 ­ (SEE00'SETBACK FROM ) -------�__ I TIDAL WETLAND COPING:12.3' '�;� BOUNDARY 2. This drawing is for the purpose of - 18'-0"MAX. C.to C. — - `.I LEGEND obtaining permits only. NOT FOR LAND N/F OF O \ / -- I �\ O CONSTRUCTION. LAWRENCE KAPLAN O \ \ - \ ca EXISTING U•IP• (101 D - 0 a 3. Unauthorized alteration of this Ian is a PROPOSED BOA" I \ SEPTIC ( 1 j r y ;� 44-45, LD o -- PROPERTY LINE p POOL EQUIPMENT .":o W violation of NYS Education Law. PD I \ I r� /1551 EPROPOSED VDIA.X 4'DEEP TOPSOILSTOCKPILE1 O EXISTING TREE TO REMAIN REVISIONS POOL BACKWASH DRYWELL - PROPOSED I ` (SEE DETAIL 1) 11l " ELEVATED DECK I \ AREA \ I I PERSPECTIVE VIEW DATE DESCRIPTION * GEOTEXTILE tA�OgEO \ 1 TIED T WIRE FENCING R POOL \ - I ° WIRE FENCE OPENINGS + 10.0 PROPOSED ELEVATION - 48"FENCE POST EXISTING COMPACTED SOIL 8'O.C. 10 RpPOs� x x x—x-l —� ``���< I GRAD GEOTEXTILE ( ) -10 EXISTING CONTOUR �� \ PROPOSED CONTOUR PROPOSED 4'HT. NYS POOL CODE ����`` TO BE BURIED COMPLIANT GATES+FENCE (12) 12 �a```���` �_BUI- LpING ENV I of I �'�i IN S SOHOWN -- TEST HOLE �.�` \ ELF E n PE } TEST HOLE NOTE: -nmwununnnnmummmm�ummumnwnuuw mm�uwmuntnmummnnnnmummmmumm�nnummummun uwunmmmunnmm�nnmm�mnnnnuunnnnnnmm � W IIIIIIIIilllrilrlllrrirl4. ___ �`` w _ _ l ``���.� 2" MAXIMUM DRAINAGE AREA BUILDING ENVELOPE S e a o PROPOSED PROJECT LIMITING SILT FENCE = -- �` £ 1/2 ACRE / 100 LINEAR FEET o o (SEE DETAIL 4) _ ��pSCAPE a AREA OF DISTURBANCE=10,850 SF -- (oR ss ACRES) _ - - _ OLDe7t OJECT LIMITING SILT FENCE — PIER LINE �,�� ar ,� 0 EXISTING TREE ��� ; NTS ��� TO REMAIN 3 — TIDAL WETLAND BOUNDARY s� \ (13) (nrP) _ ` EXISTING c I EXISTING WATER = OVERHEAD WIRE o = GRAVEL SERVICE (TYP.) __ _ 100'SETBACK FROM cS�J 00271)'�y0� ACCESS CONSTRUCTION £ TIDAL WETLAND BOUNDARY �TF OAD OF NE� N 83°00'00"E — - — — — — 67.50 s88 _ \` _ \ REGULATORY REQUIREMENTS: 00'OO�ELHAYBALES —•—-—. MEAN HIGH WATER — off off off off o_off = _ (TYP•) \ o p o I -ALL CONSTRUCTION, MATERIALS, AND EQUIPMENT SHALL BE IN STRICT ACCORDANCE TITLE: U.P. -- = •� I WITH ALL FEDERAL, NEW YORK STATE, SUFFOLK COUNTY,AND SOUTHOLD TOWN ZONING TEST HOLE off _� � £\� AND BUILDING CODES, ORDINANCES, REGULATIONS, ETC. INCLUDING ANY RELEVANT FLOOD ZONE McDONALD GEOSCIENCE �_� _ °H �!-� ENVIRONMENTAL REGULATIONS. JUNE 28,2023 M M— _ �`— off__ __ N w w_-___ EDGE OF PAVEMENT H - ��r�r�����r��rr���������r�� PROJECT LIMITING SILT FENCE w__ w__ ° ` p THE ITEMS DEPICTED IN THIS PERMIT DRAWING ARE INTENDED TO BE CONSTRUCTED "' "' SWIMMING POOL ELEV. 12.0 w--w_ _ °"�—� 13 . 0. ONLY AFTER RECEIVING ALL REQUIRED PERMITS/APPROVALS,AND SOLELY FOR THE NECK w w--w'—w--- 20'-0~_---� (13) , °H 1,041 ss SPECIFIED OWNER AND AT THE PROJECT SITE LOCATION NOTED ON THE DRAWING.OL BROWN LOAM 0_5' CALVES w o w_� °H- R O A D EXISTING� w w w-`-w--,w U.P. °y� PROPOSED WIRE MESH FENCE SITE PLAN BROWN SM SILTY SAND 2•0 _ w -THE SCOPE OF WORK IN THE PLAN HAS BEEN DESIGNED IN ACCORDANCE TO THE 2020 - WATER MAIN w RESIDENTIAL CODE OF NYS. EXISTING SEPTIC THE SWIMMING POOL SHALL BE COMPLETELY AND CONTINUOUSLY SURROUNDED BY A `W w BARRIER AS REQUIRED AND IN ACCORDANCE TO SECTION R326.4. PALE BROWN �1�) - PROPOSED POOL BACKWASH DRYVNELL P FINE SAND _ -THE CONTRACTOR IS RESPONSIBLE TO EXECUTE ALL WORK IN COMPLIANCE WITH THE 0 8 16 Z _ — — — — — — — SPECIFICATIONS AND RECOMMENDATIONS OF ALL RELEVANT REGULATORY AGENCIES A " AND CONSTRUCTION SHALL MEET ALL FEDERAL, STATE AND LOCAL ZONING, ORDINANCES, W w EXISTING WATER SERVICE+MAIN 11.9' -WATER EL 0.1 REGULATIONS, CODES, LAWS, ETC. SCALE 1/16" = 1'-0" -THE LANDSCAPE ARCHITECT IS NOT RESPONSIBLE FOR THE INSPECTION, SUPERVISION, — E— — EXISTING ELECTRIC SERVICE DRAWN BY: WATER IN OR ADMINISTRATION OF THIS CONSTRUCTION PROJECT. IT SHALL BE THE RESPONSIBILITY A.SCHEEL P P 1 CHECKED BY:SP PAL BROWN OF THE CONTRACTOR TO ARRANGE FOR ALL INSPECTIONS REQUIRED. �.PAETZE zEL FINE SAND --,(X off EXISTING UTILITY POLE+OVERHEAD)WIRE DATE:2024.09.24 REVISED: —17.0' SHEET OF 1 REGULATORY REQUIREMENTS: GENERAL CONSTRUCTION NOTES: -ALL CONSTRUCTION,MATERIALS,AND EQUIPMENT SHALL BE IN STRICT 1. ALL CONSTRUCTION SHALL CONFORM TO THE 2020 RESIDENTIAL CODE NEW YORK STATE. ACCORDANCE WITH ALL FEDERAL,NEW YORK STATE,SUFFOLK COUNTY,AND AS ADOPTED BY NEW YORK STATE MAY 12.2020. SOUTHOLD TOWN ZONING AND BUILDING CODES,ORDINANCES,REGULATIONS, D E I E R L E I N RESIDENCE ETC.INCLUDING ANY RELEVANT ENVIRONMENTAL REGULATIONS. ADDITIONS,ALTERATIONS&RENOVATIONS:SHALL CONFORM WITH APPENDIX J -THE ITEMS DEPICTED IN THIS PERMIT DRAWING ARE INTENDED TO BE 2. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS 2515 Calves Neck Road CONSTRUCTED ONLY AFTER RECEIVING ALL REQUIRED PERMITS/APPROVALS, Southold, New York AND SOLELY FOR THE SPECIFIED OWNER AND AT THE PROJECT SITE LOCATION 3. THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION SHALL VERIFY ALL JOCKEYCREEK NOTED ON THE DRAWING. DIMENSIONS,EXISTING OR NEW AND BE RESPONSIBLE FOR FIELD FIT. O -THE SCOPE OF WORK IN THE PLAN HAS BEEN DESIGNED IN ACCORDANCE TO 4. ALL NEW FOOTINGS SHALL BEAR ON VIRGIN,UNDISTURBED SOIL WITH AN ASSUMED BEARING CAPACITY THE 2020 RESIDENTIAL CODE OF NYS. OF 2000 POUNDS PER SQUARE FOOT.ALL FOOTINGS SHALL BE 36"BELOW GRADE MINIMUM.IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY THE DEPTH OF ALL EXISTING FOOTINGS s 63"2s'zs•w ,_ __ _ -THE SWIMMING POOL SHALL BE COMPLETELY AND CONTINUOUSLY DISTURBED BY CONSTRUCTION. MEAN HIGH WATER_- --.--.-- 104.77 O SURROUNDED BY A BARRIER AS REQUIRED AND IN ACCORDANCE TO SECTION TABLE R401.4.1 SUBSCRIPT B:WHERE THE BUILDING OFFICIAL DETERMINES THAT IN-PLACE SOILS / W R326.4. WITH AN ALLOWABLE BEARING CAPACITY OF LESS THAN 1,500 PSF ARE LIKELY TO BE PRESENT AT THE SITE,THE ALLOWABLE BEARING CAPACITY SHALL BE DETERMINED BY A SOILS INVESTIGATION. THE CONTRACTOR IS RESPONSIBLE TO EXECUTE ALL WORK IN COMPLIANCE WITH THE SPECIFICATIONS AND RECOMMENDATIONS OF ALL RELEVANT 5. CAST-IN-PLACE CONCRETE SHALL BE AIR ENTRAINED;5%<7%TOTAL AIR CONTENT BY VOLUME AND HAVE AN F4/N REGULATORY AGENCIES AND CONSTRUCTION SHALL MEET ALL FEDERAL,STATE ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI.EXCEPT EXPOSED SLABS, EXISTING �'1 �. / RAMP N NG AND LOCAL ZONING,ORDINANCES,REGULATIONS,CODES,LAWS,ETC. GARAGE SLABS AND STEPS SHALL BE 3500 PSI.ALL WORK SHALL BE IN ACCORDANCE WITH CHAPTER 4.ALL wgTFR - ��. CONCRETE SHALL CONFORM TO THE LATEST ACI STANDARDS. G (3) -_ THE LANDSCAPE ARCHITECT IS NOT RESPONSIBLE FOR THE INSPECTION, marshal) paletzel SUPERVISION,OR ADMINISTRATION OF THIS CONSTRUCTION PROJECT. IT SHALL 6. BASE DESIGN VALUE FOR VISUALLY GRADED DIMENSIONAL LUMBER:JOISTS,STUDS RAFTERS AND ALL FRAMING BE THE RESPONSIBILITY LUM SHALL BE _ - / INSPECTIONS REQUIRED.OF THE CONTRACTOR TO ARRANGE FOR ALL MIN.FB BF OR DIMENSIONAL D LU BERH 850 PSI. LANDSCAPE E=1,600,000 LANDSCAPE A P C H I T E C T U P E WOOD EXPOSED TO THE WEATHER SHALL BE PRESSURE TREATED YELLOW SOUTHERN PINE#2 OR BETTER. INCLUDING BUT NO LIMITED TO.DECK FRAMING,POSTS,HEADERS,GIRDERS&LEDGERS. PILING EXISTING G P S H S i ,; _ - _ _ - ((TYP.) S 7. ALL EXTERIOR LUMBER SHALL BE ACID REQUIRING THE FOLLOWING: PO Box 478 /' \ ` 1 A.)ALL FASTENERS SHALL BE HOT DIPPED GALVANIZED-ASTM A 153 CLASS DOR STAINLESS STEEL. 5175 Middle Road i _- � EXISTING FLOATING B.)USE COPPER FLASHING ONLY AGAINST ACQ LUMBER SILL PLATES Mattituck,NY 11952 �aati$ dal f\ DOCK WITH RAMP C.)ALL STRUCTURAL CONNECTORS I.E.SIMPSON STRONG-TIE OR USP,ETC.SHALL BE HOT-DIPPED GALVANIZED OR STAINLESS STEEL. phone: (631)209-2410 EXISTING fax: (631)315-5000 VINYL BULKHEAD 8. ALL ENGINEERED WOOD PRODUCTS SUCH AS"TRUS JOISTS,MICRO-LAM,ETC"SHALL BE INSTALLED INI ACCORDANCE WITH THE MANUFACTURERS LATEST INSTALLATION DETAILS,FRAMING CONNECTORS,ALLOWABLE email: studio@mplastudio.com TYPICAL DECKJOIST SPANS HOLE DIAGRAMS,SPECIFICATIONS,ETC. Z TABLE R507.6 / o "MICRO-LAM"DESIGN STRESS:E=1.9.FB=2.600 PSI.FV=285 PSI/ \ DECK JOIST SPANS FOR COMMON LUMBER SPECIES(ft.-in.) "PARALLAM PSL"DESIGN STRESS:E=2.0,FB=2,900 PSI,FV=290 PSI ARCHITECT: 01 ALLOWABLE JOIST SPANb MAXIMUM CANTILEVERc•f "ANTHONY POWER BEAMS DESIGN STRESS;E=2.1,FB=3000 PSI,FV=300 PSI Mark Schwartz 8,Associates 28495 Main Road �31 \ ZONE VE SPACING 9. STAIR HANDRAIL:R311.7.8 PROVIDE HANDRAIL ON AT LEAST ONE SIDE OF EACH CUtChO Ue, NY 11935 EL.8 w SIZE SPACING OF DECK JOISTS OF DECK JOISTS WITH CANTILEVERSc CONTINUOUS RUN OF TREADS OR FLIGHT WITH FOUR OR MORE RISERS. OfflCe: 631 734-4185 O SPECIES (inches) HANDRAIL HEIGHT MEASURED ABOVE STAIR TREAD NOSING.SHALL NOT BE LESS THAN ( ) r7 EXISTING 34 INCHES AND NOT MORE THAN 381NCHES.ALL HANDRAILS SHALL BE CONTINUOUS a in 1 EXISTING BRICK WALKWAY (inches) THE FULL LENGTH OF THE STAIR FROM A POINT DIRECTLY ABOVE THE TOP RISER OF A FLIGHT SURVEYOR: ELECTRIC\ y TO A POINT DIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT.HANDRAILS ADJACENT TO Kenneth WO chuk Land Surveyor, PLLC 12 16 24 12 16 24 y _-- SERVICE _ _- - A WALL SHALL HAVE A SPACE OF NOT BE LESS THAN 1-1/2 INCHES BETWEEN THE WALL P.O. Box 153 l�l AND THE HANDRAIL.SEE CODE FOR EXCEPTIONS.REFER TO CODE FOR GRIP SIZE SPECIFICATIONS. Aquebogue, NY 11931 ZONE VE \ , _ --- -- rs, - _ � �_ FIRM ZONE 2 x 6 9-1 t 9-0 7-7 1-3 1-a t-6 TIDAL WETLAND EL.14 - BOUNDARY" ' 2 x 8 13-1 11-10 9-8 2-1 2-3 2-5 10. GUARDS:R312 PORCHES.BALCONIES OR RAISED FLOOR SURFACES LOCATED MORE THAN 30"ABOVE THE FLOOR Office: (631) 298-1588 BOUNDARY AS Southern pine OR GRADE BELOW SHALL HAVE A RAILING NOT LESS THAN 36 INCHES DELINEATED \ - r % -- _ 2 x 10 3-6 2-10 I 16 2 14 0 11 5 3 4 IN HEIGHT.RAILINGS SHALL HAVE TOP RAILS AND BALUSTERS AND BOTTOM RAILS THAT ARE BY EN-CONSULTANTS ON JULY 9,2023 _ ______ . .---� EXISTING _ 2 x 12 18-0 16-6 13 6 4-6 4 2 3 4 NO MORE THAN 4 INCHES APART.EXCEPT:THE TRIANGULAR OPENINGS FORMED - STEPS+LANDING (6> BY THE RISER,TREAD AND BOTTOM RAIL OF THE GUARD RAIL AT THE OPEN SIDE OF A STAIRWAY ARE PERMITTED TO BE OF SUCH ASIZE THAT A6 INCH SPHERE CANNOT PASS THROUGH. _� - .� ��`\ 2 x 6 9-6 8-8 7-2 1-2 1-3 1-5 7 ZONE M OPEN SIDES OF STAIRS WITH A TOTAL RISE OF MORE THAN 30 INCHES ABOVE THE FLOOR OR GRADE BELOW ` ® 0.2%CHAMCE Douglas fir-larchd, 2 x 8 12-6 11-1 9-1 1-11 2-1 2-3 SHALL HAVE GUARDS NOT LESS THAN 34 INCHES IN HEIGHT MEASURED VERTICALLY FROM THE NOSING?;OF THE ANNUAL FL-OOD EXISTING hem-fird TREADS. \ EXISTING �\ WOOD RAIL spruce-pine-firs, 2 x 10 15-8 13-7 11-1 3-1 3-5 2-9 DECK - © / I FENCE 2 x 12 18-0 15-9 12-10 4-6 3-11 3-3 11. METAL FLASHING SHALL BE INSTALLED WERE CONCRETE ABUTS WOOD, © - , \ I AND WERE DECKS ABUT HOUSE FRAMING. EXISTING BILCO Redwood, EXISTING 2 x 6 8-10 8-0 7-0---- -' / \ 1-0 1-1 1-2 - --- 12. INSTALL JOIST HANGERS AT ALL FLUSH STRUCTURAL LOAD BEARING CONDITIONS. \ 2 x 8 11-8 10-7 8-8 1-8 1-10 2-0 PROVIDED TO TRANSMIT THE APPLICABLE UPLIFT FORCES IN SECTION R80211.1 FROM THE ZONE X ��` WALLS \\ EXISTING western cedars, ROOF ASSEMBLY TO THE FOUNDATION. ponderosa pine e, x O,o � •_� .� - � 0 \ LP TANK 2 10 14-11 13-0 10-7 2-8 2-10 2-8 oho os' / ' __ EXISTING \ , red pinee 13. EXTERIOR DECKS:EXTERIOR WOOD DECKS SHALL CONFORM TO SECTION R507 �o O , -- �,��- - �, RESIDENCE I EXISTING 2x12 17-5 15-1 12-4 3-10 3-9 3-1 / EXISTING FFE: 13.4' i R507.2.4 FLASHING EXISTING _ f CONCRETE APRON FLASHING SHALL BE CORROSION-RESISTANT METAL OF NOMINAL THICKNESS NOT LESS THAN 0.019 INCH PATIO / a.No.2 oc'• with wet service factor. OR APPROVED NONMETALLIC MATERIAL THAT IS COMPATIBLE WITH THE SUBSTRATE OF THE STRUCTURE EXISTING� / I (e) b.Ground snow load,live load=40 psf,dead load=10 psf,L/A=360. AND THE DECKING MATERIALS. � .� / "PIER LINE" _ �1. ���� - % STEPS / nuuttttumnnummurrrunmtwllnnwlonuunummnn..... I c.Ground snow load,live load=40 psf,dead load=10 psf,L/A=360 at m,r span,UA=180 at R507.9.1.1 LEDGER DETAILS - - - - cantilever with a 220-pound point load applied to end. DECK LEDGERS SHALL BE A MINIMUM 2-INCH BY 8-INCH NOMINAL,PRESSURE-PRESERVATIVE-TREATED "PIER LINE" ` SOUTHERN PINE.INCISED PRESSURE-PRESERVATIVE-TREATED HEM-FIR.OR APPROVED,NATURALLY O i ! EXISTING STEPS+WALKWAY i d.Includes incising factor. DURABLE,NO.2 GRADE OR BETTER LUMBER.DECK LEDGERS SHALL NOT SUPPORT CONCENTRATED , / LOADS FROM BEAMS OR GIRDERS.DECK LEDGERS SHALL NOT BE SUPPORTED ON STONE OR MASONRY 1 e.Northern g factor.species with no incising VENEER. SITE DATA: f.Cantilevered spans not exceeding the nominal depth of the joist are permitted. SCTM#: 1 000-70-4-4S.S Zoning District: R-40 � I 1 EXISTING DRIVEWAY ; I Lot Area: 56,853.17 SF (or 1.31 acres) TABLE 507.9.1.3(1) NOTES: 100'SETBACK FROM / f\ I £ I TIDAL WETLAND BOUNDARY % �����a�" "��t`"\,"` I I I DECK LEDGER TO BAND JOIST CONNECTION taauuta�" PROPOSED WOOD LANDING+STEP \ I � \ PROPOSED t I l. Base map information based on survey 7 7'X 7' \ JOIST SPAN Ol "uu�utatatooa�aoaaa, 20'X 40' CONCRETE \ \ CONNECTION prepared by Kenneth M Woychuk Land \ DETAIL <s' s',•Tos• 8•1'To10' ,o'1•To12• Surveying, PLLC last dated May 4, 2023. SPA SWIMMING POOL I WASHOUT AREA � --_-- 100 SETBACK FROM 1/2•DIA.LAG SCREW COPING:12.3' I TIDAL WETLAND &112"MAX.SHEATHING 30' 23" 18" 15' - � \ �� BOUNDARY 2. This drawing is for the purpose of 1/2'DIA.THRU BOLT 3s" as" 34" 2s" obtaining permits only. NOT FOR LAND N/F OF O I I £ I I &1/2"MAX.SHEATHING CONSTRUCTION. LAWRENCE KAPLAN O A \ \ � ' -(10) 12'1'T014' 14'1"T016' 16'1'T018' I } EXISTING P. tl2"DIA.LAG SCREW 3. Unauthorized alteration of this plan is a PROPOSED 10 SEPTIC &1/2"MAX.SHEATHING 13' 11" ,o LEGEND violation of NYS Education Law. POOL EQUIPMENT vz•DIA.THRU BOLT PROPOSED 4'HT.NYS POOL CODE \ I I TOPSOIL £ I COMPLIANT GATES+FENCE STOCKPILE \ &v2"MAX.SHEATHING 24 21' 19 _- - PROPERTY LINE REVISIONS PROPOSED I \ LEDGERS SHALL BE FLASHED DATE DESCRIPTION - ELEVATED DECK _ - AREA \ % \ LAG SCREWS SHALL BE STAGGERED PER R507.2.1(1) I +12 3' I © EXISTING TREE TO REMAIN CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE R301.2(1) PROP�KO -x xx--1 WIND DESIGN SUBJECT TO DAMAGE FROM + 10.0' PROPOSED ELEVATION DE INSET A-DECK PLAN-SEE SHEET PP3 J -� .�`°° 1WIND�ws```s GROUND SPEED TOPOGRAPHIC SPECIAL BORNE SEISMIC FROST WINTER ICE SHIELD AIR MEAN SNOW WIND DESIGN WEATHERING LINE TERMITE DESIGN REQUIRED FLOOD FREEZING ANNUAL (12) _ i2 0�``° UI�DINGENV o_ I /�� LOAD (MPH) EFFECTS REGION DEBRIS CATAGORY TEMP REQUIRED HAZARD INDEX TEMP --(10) unnnunuununununnnuununonuununnnntt nnumant°°tttttuttntntntnttttnulultttttutnttmtt mtmnuaTES T"trtOlLtEmrrrtrrltrrlrrrrrr ``` ` ENVELOP' _ I / 20 LBS 140 NO NO ZNOM B SEVERE 3'-0DEPTH TO MODERATE 11 YES NO 1500 or less 52.1 ONE 10 PROPOSED CONTOUR mm�utnr°°101pnmmn°nnnnn nnumm W trtttrtirtk _ O` \� AVY M.In accordance with Section R301.2.1.2 the jurisdiction shall indicate the wind-borne debris wind zone(s).Otherwise,the jurisdiction shall indicate"NO"in this part of the table. _^__ 0 ` O.[NY]The ground snow loads to be used in determining the design snow loads for roofs are given in Figure R301.2(6)for sites at elevations up to 1,000 feet. TEST HOLE S e a oa-V PROPOSED PROJECT LIMITING SILT FENCE _ _ £ Sites at elevations above 1,000 feet shall have their ground snow load increased from the mapped value by 2 psf for every 100 feet above 1,000 feet. D S C a w ,qA 'r'of (SEE DETAIL 4 ON PP1) a _ AREA OF DISTURBANCE=10,850 SF = _ __ - _ _ ' 0 a f/�j '9,Q (OR.25 ACRES) _ _ - £ BUILDING ENVELOPE Q' d r� ` I FASTENING SCHEDULE � EXISTING TREE _ _ £ - I TO REMAIN = 3 BASED ON TABLE R602.3(1) NAILING SCHEDULE "PIER LINE y (13> (TYp,) _ = 1 EXISTING EXISTING WATER o OVERHEAD WIRE NUMBER AND TYP SPACING AND * Q o = GRAVEL SERVICE (TYP.) DESCRIPTION OF FASTENER LOCATION 027113, O� - - - - - - - _ = CONSTRUCTION TIDAL WETLAND BOUNDARY -9� y ACCESS ROAD £ OF NE`N N 83°00'00"E 67.50' S 88°00'00`E _ _ 1 CO'SETBACK FROM _ = HAYBALES (TYp,) ; I TIDAL WETLAND BOUNDARY - off off off off ON = p O a FLOOR FRAMING TITLE: TEST HOLE U.P. t i ._._._- I £ MEAN HIGH WATER _OH-�_ �" � 21 JOIST TO SILL, TOP PLATE OR GIRDER-PER JOIST 3-8d COMMON PER JOIST-TOE NAIL /• McDONALD GEOSCIENCE _ - OH -\ DUNE 28,2023 -n_ - _ _ _�-- OH r �, RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON 22 PLATE(ROOF APPLICATIONS ALSO) 10d BOX 6"O.C.TOE NAIL M--M--M _ _ -_- OH_� _-- "_ W FLOOD ZONE ELEVATED DECK w w w EDGE OF PAVEMENT "�' ' 2-1od BOX ELEV. 12.0 w w w w-_w _ I _ OH ��_ 135 0. " 23 BLOCKING TO JOIST EACH END --__ (73� _ £ OH�--- 1,041.95' 2-8d COMMON OL BROWN LOAM 0_5' A L V E S NECK w -- w OH_ 4-16d BOX BROWN ROAD w w w__ w w 24 BLOCKING TO SILL OR TOP PLATE 3-16d COMMON TOE NAIL Illllllllllllllillillll PROJECT LIMITING SILT FENCE SITE PLAN SM SILTY SAND 2,0' - EXISTING w U.P. OHS _ - WATER MAIN w w 25 3-16d COMMON AT EACH BEARING,FACE NAIL _ w� 2" PLANKS(PLANK&BEAM FLOOR&ROOF) 4-10d BOX w PROPOSED WIRE MESH FENCE 26 BAND OR RIM JOIST TO JOIST 4-10d BOX PER JOIST w w 3-16d COMMON PALE BROWN _ - (14) ' w 10d BOX 24"O.C.FACE NAIL TO TOP&BOTTOM SP FINE SAND EXISTING SEPTIC 27 BUILT-UP GIRDERS AND BEAMS - STAGGERED ON OPPOSITE SIDES � � - - - - 4-16d BOX Z 28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 3-16d COMMON EACH JOIST OR RAFTER,FACE NAIL w w $ 16 y EXISTING WATER SERVICE+MAIN 11.9' -WATER EL 0.1 29 BRIDGING OR BLOCKING TO JOIST 2-10d BOX(3") OR EACH END, TOENAIL �r _ �_ - 2-8d COMMON(2-1/2/") SCALE 1/16 1 0 WATER IN E- - EXISTING ELECTRIC SERVICE DRAWN BY: A.SCHE D P P 2 SP PALE BROWN Where the ultimate design wind speed is 130 mph or less,nails for attaching wood structural panel roof sheathing to gable end wall framing shall be spaced 6 inches o.c. CHECKED BY: FINE SAND J.PAETZEL Where the ultimate design wind speed is greater than 130 mph,nails for attaching panel roof sheathing to intermediate supports shall be spaced 6 inches o.c.for -a- OH EXISTING UTILITY POLE+OVERHEARD WIRE DATE:2024.10.21 minimum 48-inch distance from ridges,eaves and gable end walls;and 4 inches on center to gable end wall framing.17.0' REVISED: SHEET OF 3 - DEIERLEIN RESIDENCE 2515 Calves Neck Road Southold, New York DECKING,DECK JOISTS, DECK CONSTRUCTION NOTES: GIRDERS+POST DETAILED BY ARCHITECT - DECK FRAMING LUMBER(POSTS, BEAMS, JOISTS, LEDGERS, BLOCKING, ETC.)SHALL BE SOUTHERN PINE, GRADE#2 OR SCREW+PLUG IPE BOARDS TO 2 X 8 NAILER BETTER AND SHALL BE PRESSURE TREATED ACQ. -ALL JOISTS TO BE SUPPORTED WITH HANGERS AND ANCHORS, 2 X 8 PRESSURE TREATED NAILER 2"EXPANSION JOINT AND EACH JOIST SHALL ALSO BE ANCHORED TO GIRDERS . SET FLUSH To TOP IN COVER TRACK -GIRDERS FOR DECK JOISTS TO BE ANCHORED TO EACH POST BOLTED DOWN INTO POOL SHELL (2)2X8 PRESSURE TREATED GIRDERS BOLTED INTO SUPPORT SHELF @ 48"O.C. WITH SIMPSON CONNECTORS. 4 X 8 IPE BOARD ON WATER SIDE- FOR UPLIFT PROTECTION - POSTS SUPPORTING GIRDERS SHALL BE ANCHORED TO A 10" m a rshall paetzel (4)2X12 ACQ STAIR USE CONSTRUCTION ADHESIVE WHERE JOIST HANGER DIAMETER CONCRETE PIER WITH SIMPSON PBS66 POST BASE STRINGERS @ 16"O.C.(TYP.) IN CONTACT WITH COVER TRACK SCREWED TO POST+ EMBEDDED IN CONCRETE. LANDSCAPE A P C H I T E C T U P E EDGE OF FINISHED DECK 1-114" TO LAND ON 12"x 4'-6" 2X8 PRESSURE TREATED JOIST -CONCRETE FOOTING TO BE A MINIMUM OF 36" BELOW GRADE, PAST 1X6 MAHOGANY SKIRTING(TYP.) CONCRETE PAD POURED TO RESIDENCE 2"OVERHANG PAST COVER TRACK AND CONCRETE PIERS ON FOOTING SHALL BE A MINIMUM OF 6" FROST DEPTH DOUBLE 2X8 RIM JOIST(TYP.) r — — — AUTOCOVER TRACK SET BY POOL CONTRACTOR ° ABOVE GRADE. PO Box 478 WATER_ _ 10" -ALL HARDWARE AND FASTENERS (JOIST HANGERS, POST 5175 Middle Road 6"TILE TO SURROUND ENTIRE POOL INTERIOR — a 1 ANCHORS, MECHANICAL FASTENERS, NAILS, SCREWS, BOLTS, Mattituck,NY 11952 — — a ° ETC.)SHALL BE GALVANIZED WITH G-185 COATING OR BE DN 2R @ 7-" I I MARBLEDUST STAINLESS STEEL. phone: (631)209-2410 _J ALL DECKING MATERIAL SHALL BE 5/4 BOARDS ATTACHED TO fax: (631)315-5000 i I #4 REBAR @ a EACH JOIST WITH CONCEALED FASTENERS. email: studio@mplastudio.com 5/aX4 IPE DEC ING 6"O.C.VERTICAL+ ° -INSTALL 2X10 ACQ BLOCKING BETWEEN JOISTS AT MID-SPAN, INSTALLED WITH 12"O.C.HORIZONTAL o AND ADDITIONALLY AT 4'-0"OC ALONG THE LENGTH OF THE RIM ° ARCHITECT: CONCEALED a JOIST. Mark Schwartz &Associates FASTENERS #4 STIRRUP @ 12"O.C. -INSTALL A STRIP OF METAL STRAP TIE SWAY BRACING DN 1R 28495 Main Road F @ 6" #4 DOWELS 12"O.C. a �; DIAGONALLY ACROSS THE TOP OF DECK FRAMING BEFORE Cutchogue, NY 11935 i INSTALLING THE DECK BOARDS. Office: (631) 734-4185 V-9"X 2'-0" L -INSTALL LATERAL LOAD CONNECTION DEVICES, METAL HOLD SPREAD DOWN STRAPPING AND HURRICANE CLIPS TO MEET CURRENT SURVEYOR: FOOTING 2X8 PRESSURE BUILDING CODES. Kenneth Woychuk Land Surveyor, PLLC TREATED DECK JOISTS a - INSTALL GUARD RAILS AND HANDRAILS TO MEET CODE AND P.O. Box 153 @ 16"O.C.FASTENED °TO LEDGER BOARD+ ADD ADDITIONAL BRACING FOR STIFFNESS. Aquebogue, NY 11931 (2)2X8 PRESSURE I RIM JOIST W/JOIST ° Office: (631) 298-1588 TREATED GIRDER(TYP.) I I HANGERS 10"W.CONCRETE SHELF (TYP.) I I I SKIMMER I I I —I (TYP.) __1 2X8 PRESSURE — — — ( TREATED 4'-OT LEDGER BOARD (► 101,�- I CONCRETE BEAM ( I EDGE OF FINISHED DECKING 1-1/4" PAST 1X6 MAHOGANY DECK SKIRTING(TYCP.) SECTION A: POOL WALL DECK SUPPORT SHELF I PROPOSED PROPOSED A SPA POOL Detail Scale: 1"= 1'-0" I I I I I I I I L I I I I O a 4X4 IPE DECKING(TYP.) - - L - - - - - - - I o SITE DATA: 60 2X4 PRESSURE TREATED VERTICAL SCTM#: 1000-70-4-45.5 11'-10" 10'-0" IN NAILER @ 30"O.C. Zoning District: R-40 (2)2X8 PRESSURE TREATED GIRDERS Lot Area: 56,853.17 SF (or 1.31 acres) JOIST HANGER NOTES: I I I I 2X8 PRESSURE TREATED JOIST —1I I 1. Base map information based on survey 6X6 PRESSURE TREATED POST OFF FOOTfING prepared by Kenneth M Woychuk Land SECURED TO 10"SONOTUBE SET IN 28"X;28" Surveying, PLLC last dated May 4,2023. 'SQUARE FOOT 4 '36"MIN.BELOW GRADE(TrYP.) S 1 " I ( 2X4 PRESSURE 2X8 PRESSURE TREATED I I 2X8 PRESSURE TREATED TREATED VERTICAL 2 This draobtainiwing is for the purpose of DECK JOISTS I DECK JOISTS (4)2X12 ACQ STAIR @ 16"O.C.FASTENED TO I @ 16"O.C.FASTENED TO STRINGERS @ 16"O.C.(TYP.) o �,' NAILER @ 30"O.C. CONSTRgCTIONts only. NOT FOR LEDGER BOARD+RIM I I LEDGER BOARD+RIM TO LAND ON 12"x 4'-6" ', 1X6 MAHOGANY DECK JOIST W/JOIST I JOIST W/JOIST CONCRETE PAD POURED TO o j 1 j Q 3. Unauthorized alteration of this plan is a SKIRTING TYP. violation of NYS Education Law. HANGERS I HANGERS FROST DEPTH L (TYP.) a -1 I ° 6X6 PRESSURE TREATED POST F-w II I POST BASE ANCHOR = REVISIONS DATE DESCRIPTION J I A L I AIR SPACE \ 10"DIA.SONOTUBE -- DN 2R @ 7 " ° 28"X 28"'SQUARE FOOT -- - I I POST FOOTING FORM I I � I I L — — — — — — — — — — — — — — — — — — — — — — — — — — (2) 2X4 PRESSURE TREATED NAILERS FOR 1X6 MAHOGANY DECK SKIRTING(TYPO.) F -1 F -1 F F I I i I I I I I I -1L L J L J J - s e a l OSCgp�NF O Kar/ 5/aX41PE DECKING o B Ord �, c9G Cy zn INSTALLED WITH ih V^ CONCEALED FASTENERS (2)2X8 PRESSURE coTn O a TREATED o GIRDER(TYP.) w n 00 1 ) ' c9J,9 °0271 y OF 14 F -1 L L 1 V-2"O.C. 10'-112"O.C. 10'-112"O.C. 9'-4"O.C. I n L — — — — — —� TITLE: EDGE OF FINISHED DECK 1-1/4" PAST 1X6 MAHOGANY SKIRTING(TYP.) rr 11 DOUBLE 2X8 RIM JOIST(IYP.) ELEVATED DECK PLAN + DETAILS INSET A: DECK PLAN SECTION B: DECK SUPPORT + ATTACHMENT DETAIL Plan Scale: 1/4" = V-0" Detail Scale: 1/2" = V-0" 0 2 4 0 SCALE 1/4" = 1'-0" DRAWN BY: A.SCHE P P 3 CHECKEDD BY: J.PAETZEL DATE:2024.10.21 REVISED: SHEET 3 OF 3 i PRECAST CONCRETE DOME D E I E R L E I N RESIDENCE SDR 35 PVC INLET PIPE 2515 Calves Neck Road -SEE PLAN FOR PIPE SIZE Southold, New York �'. JOCKEY CREEK GRADE 2'_p�• TOP OF DRYWELL � �� \ 0 MAX (SEE PLAN FOR ELEVATION) ENT • SDR 35 PVC OVERFLOW PIPE BACKFILL 3'-0"MINIMUM AROUND S 83"29'2s"w _ -SEE PLAN FOR PIPE SIZE ❑ ❑ ❑ ❑ ❑ - - MEAN HIGH WATER _ ,-•--•_ _ __ DRYWELL WITH 1/4'-1/2"MEDIUM - -- _•_ - - - - °�?_N�30' O ❑ ❑ ❑ ❑ COARSE SAND/GRAVEL / / 3� ❑ ❑ ❑ ❑ PRECAST CONCRETE STORM w ` � \ SEE PLAN FOR DEPTH ❑ ❑ ❑ ❑ ❑ DRAIN RING qF - - ___---- ---- - ----- EXISTING - - MF NNE �� _ ❑ ❑ 0 NOTES: ' RAMP H R �� ❑ ❑ ❑ ❑ 4'-0"MINIMUM PENETRATION INTO RATEABLE SOIL. 25'-0"MAXIMUM DEPTH BELOW GRADE maFshall poetzel / 0 --"-- ,'"---- -- - -- ---_ 2'-0^ LANDSCAPE ARCHITECTUPE MIN 2-0 MINIMUM ABOVE GROUND WATER _------------- __ �' EXISTING GROUND WATER LINE SEE PLAN FOR WIDTH _ 2'-0"MAXIMUM ACCESSCHIMNEY(IF NECESSARY) PILINGS NON-RATEABLE SOIL PO Box478 (TYP.) 6'-0° DRYWELL TO BE INSTALLED AS PER STATE AND PO B Middle Road EXISTING FLOATING MIN LOCAL CODES Mattituck,NY 11952 SAND AND GRAVEL-RATEABLE SOIL DOCK WITH RAMP CLEAN MEDIUM fax: (631)315-5000 EXISTING COARSE FILL phone: (631) 209-2410 ' - �61 _ - - - _ - email: studio@mplastudio.com VINYL BULKHEAD o\ o - - -_- PRECAST CONCRETE DRYWELL \ / Detail NTS ARCHITECT: \\ o Mark Schwartz& Associates 28495 Main Road -' r ZONE VE Cutchogue, NY 11935 EL•a �, � Office: (631) 734-4185 O __-' ,-' i - --.------- (7) � EXISTING EXISTING BRICK WALKWAY SURVEYOR: ELECTRIC _-` - ----- -- "- ', _---"' \• ` --------SERVICE - - -_ __---- Kenneth Woychuk Land Surveyor, PLLC --- - (a) - - FIRM ZONE Aq P.O. BoxgUe, NY 11931 TIDAL WETLAND 53 ZONE 4E \ -- ---_-_ / ' - gOVNppR� A uebo BOUNDARY AS - -_ #4 STEEL REINFORCED Office: 631) 298-1588 ` _ 6"X 6"TILE FACING DEPTH <5'-0" >5'-0" DELINEATED r "__(s) -__-__ �,, BY EN-CONSULTANTS --- \ - - EXISTING WATER LINE ON JULY 9,2023 --------___ - ® STEPS+LANDING (6) HORIZ. 10"O.C. 10"O.C. r 57 ' 1 ZONE X VERT. 5"O.C. 5"O.C. 3" l © ® 0.2%CHANCE FLOOR 10"O.C. EACH WAY a ANNUAL FLOOD i --EXISTING EXISTING \\ �� �! '\ A D WOOD R . MAR 7 "--- ---------- - j `� IL IPIiV t r� RA ' ^ j . DECK ---_FENCE (3)#4 BARS CONT. e: \ BOND BEAM ALL ' ® / G AROUND TIES 10 O C MAX. WATERLINE ----- -- ----- - �\ O\� EXISTING N j --------- o ,------ EXISTING DI 0 - - - '. AX VERTICAL BILCO #4 BARS M 8'- " DECK _ q�A�l� �'• � �'� ZONE X \` � WALLS � � _ GRADE \ ° Oo0sF0 ® �`� EXISTING 4 SEE TYPICAL - HALLOW END �00 ___ LP TANK PNEUMATICALLY ° MARBLE DUST FINISH o O o, __ _ EXISTING \ t APPLIED CONCRETE GUNITE POOL 60 DEEP END _•�=_._.__• �.� I � WALL SECTION _ RESIDENCE O I EXISTING 9"MIN. ' RADIUS VARIES 6"TO 24" DETAIL+ / ! CONCRETE APRON ° ON SHALLOW END STEEL / EXISTING ® \ / PATIO _ / WALL THICKNESS-9"MIN. • 25"AND UPON DEEP END SCHEDULE I FLOOR THICKNESS-7"MIN. PIER LINE �/ 33'-1" EXISTING i \ (8) �. a MIN. 14'-0" 13'-6" STEPS ® / I f. a: 40'-0" T--- - � iNuuunuuuu�uw�uuuuuuuumiWWnn nuu nmmnunm � � � yA,'Q\ p c•` \- �__ _ PIER LINE •`. M20 is EXISTING y " F\R N P \ -© � 1 STEPS+WALKWAY •, j Gov A \ -(9) SITE DATA: �� _ _ �'��_.I_ TYPICAL GUNITE POOL WALL SECTION POOL PROFILE SCTM#: 1000-70-4-45.5 00, ��/ _ _ 20:�, ; -- _ 2 3 Zoning District: R-40 Q o�>. Lot Area: 56,853.17 SF or 1.31 acres G N ��� ® -I (9 O £ EXISTING I o m i I Detail NTS Section Scale: 1"= 10'-0' ( ) 25'- � � DRIVEWAY I \ I ® 1, \ '` ® �� i NOTES: 100'SETBACK FROM �. - Q PROPOSED I \ TIDAL WETLAND BOUNDARY STOOP I _ �""""`� I l. Base map information based on survey """ o prepared by Kenneth M Woychuk Land i PROPOSED � TXT 20'X40' i i � SWIMMING POOL \ \ \ � Surveying, PLLC last dated May 4, 2023. SPA � � r �� 100'SETBACK FROM l01 \ (SEE DETAIL 2+3) ° I I £ - ` ______ ___-` I TIDAL WETLAND �. BOUNDARY 2 obtain. This aing permits wing is for the purpose uNOT FOR PROPOSED ��\ 18'-0"MAX. C.to C. LAND N/F OF POOL EQUIPMENT O \ i c I I LEGEND CONSTRUCTION. , TOPSOIL r \ � LAWRENCE KAPLAN N\� ��A" / STOCKPILE = \ \ --(10) o m \ AREA I e £ EXISTING \ I U.P. 3. Unauthorized alteration of this Ian is a F7PROPERTY LINE p 1 ' _ SEPTIC 7 \ ,� J f y rf c0 49'-5" -� `'� -T = PD I I �, '� " ✓ W violation of NYS Education Law. PROPOSED 8'DIA.X 4'DEEP I I I �O� ��� 1 P e \ I Q� ® EXISTING TREE TO REMAIN REVISIONS POOL BACKWASH DRYWELL __ - _ PTION (SEE DETAIL 1) pp, RAISED — / _ PERSPECTIVE VIEW �� Aio Ep TERRACE _ I GEOTEED TO,, WIRE FENCING 03.27.25 RAISED TERRACE R CONCRETE _ = WIRE FENCE 2"x4"OPENINGS + 10.0 PROPOSED ELEVATION `n `" WASHOUT AREA = -- 48"FENCE POST 1 6" cli rNi I - _ EXISTING COMPACTED SOIL 8'O.C. pPOs�O ce)� x-� x-x- - ,�,� x-X- �_ t I GRAD EXISTING CONTOUR PR �gEO = ` GEOTEXTILE 10 PROPOSED CONTOUR PROPOSED 4'HT. NYS POOL CODE RFtP�E �- TO BE BURIED IN GROUND, COMPLIANT GATES+FENCE /SE _ BUILDIN (112) __ - _ G ENV 0, I (7� S SHOWN -- 30'-10" 20'-0" 1 _ ELOPE __ E } TEST HOLE 39'-2" � ��\� \ TEST HOLE 7 _ ______ NOTE: ` ' _ ` 2" MAXIMUM DRAINAGE AREA _ li :.. \ y o 0 400 LF PROPOSED PROJECT = k'"\,. '� ' f: _ £ 5„ 1/2 ACRE / 100 LINEAR FEET BUILDING ENVELOPE S @ 8 �o o LIMITING SILT FENCE a (SEE DETAIL 4) _ " y"' r^'` = ` /. o _--- -- ` DSCq �De JECT LIMITING SILT FENCE- , GRAVELi\ -' l NTS _ r 0 y ©�- -EXISTING TREE - l., x. = __ >., ',j'\ CONSTRUCTION 1 I �'� TIDAL WETLAND BOUNDARY TO REMAIN _ " �\ <' x = ACCESS ROAD I ° (13) TYP. To �. - EXISTING EXISTING (Y �, Ill \ ( ) -``= BUILT OVER c o 0 C \, - WATER = OVERHEAD WIRE GEOTEXTILE FABRIC. ) FROM SERVICE (TYP• TIDAL EWETLAND BOUNDARY 0271 0 `� N W00'00"E - -— 88 \ } a O� s7.5o' S °00'00" �_ "� '_ \1 REGULATORY REQUIREMENTS: OF NEW E -s = ._._._. _ £ MEAN HIGH WATER OH OH- OH OHy ' I -ALL CONSTRUCTION, MATERIALS AND EQUIPMENT SHALL BE IN STRICT ACCORDANCE ON �; �:' —"� _ TITLE: U.P. _==�-o 'a"� ,/ ` I WITH ALL FEDERAL, NEW YORK STATE, SUFFOLK COUNTY, AND SOUTHOLD TOWN ZONING TEST HOLE I = "':` .=; ''\ -_-ON ----` AND BUILDING CODES, ORDINANCES, REGULATIONS, ETC. INCLUDING ANY RELEVANT FLOOD ZONE McDONALD GEOSCIENCE @ �` .<' a � - '��" _ ON ENVIRONMENTAL REGULATIONS. JUNE 28,2023 H n—n-- OH�� ON THE ITEMS DEPICTED IN THIS PERMIT DRAWING ARE INTENDED TO BE CONSTRUCTED ��������������������������������� PROJECT LIMITING SILT FENCE SWIMMING POOL w'w--w-_ w EDGE OF PAVEMENT s ELEV. 12.0 w w—w w w w__ /\ 13 0, ONLY AFTER RECEIVING ALL REQUIRED PERMITS/APPROVALS, AND SOLELY FOR THE OL BROWN LOAM 0_5' CALVES N w w- w w ON 1,041.95' SPECIFIED OWNER AND AT THE PROJECT SITE LOCATION NOTED ON THE DRAWING. BROWN NECK _ PROPOSED WIRE MESH FENCE SITE PLAN U.P. oy SM SILTY SAND 2 0 EXISTING w w W_ a -THE SCOPE OF WORK IN THE PLAN HAS BEEN DESIGNED IN ACCORDANCE TO THE 2020 "_-- WATER MAIN w w w� RESIDENTIAL CODE OF NYS. w_ EXISTING SEPTIC ----" w-_w -THE SWIMMING POOL SHALL BE COMPLETELY AND CONTINUOUSLY SURROUNDED BY A w�W�w BARRIER AS REQUIRED AND IN ACCORDANCE TO SECTION R326.4. SP PALE BROWN _------.____ (14) ------- ` PD PROPOSED POOL BACKWASH DRYWELL FINE SAND - -THE CONTRACTOR IS RESPONSIBLE TO EXECUTE ALL WORK IN COMPLIANCE WITH THE 0 8 16 0 -- — — — _ — — — — SPECIFICATIONS AND RECOMMENDATIONS OF ALL RELEVANT REGULATORY AGENCIES -, AND CONSTRUCTION SHALL MEET ALL FEDERAL, STATE AND LOCAL ZONING, ORDINANCES, —w—w EXISTING WATER SERVICE+MAIN = 11.9' -WATER EL 0.1 REGULATIONS, CODES, LAWS, ETC. SCALE 1/16" = 1'-0" -THE LANDSCAPE ARCHITECT IS NOT RESPONSIBLE FOR THE INSPECTION, SUPERVISION, _=_- _- EXISTING ELECTRIC SERVICE DRAWN BY: WATER IN OR ADMINISTRATION OF THIS CONSTRUCTION PROJECT. IT SHALL BE THE RESPONSIBILITY A.SCHEEL P P 1 SP PALE BROWN OF THE CONTRACTOR TO ARRANGE FOR ALL INSPECTIONS REQUIRED. _ J.CHECKED ETZELBY FINE SAND - C�OH - EXISTING UTILITY POLE+OVERHEAD WIRE DATE:2024.09.24 —17.0' REVISED:2025.03.27 SHEET 1 OF 2 I EDGE OF CONCRETE FOOTING PROPOSED SWIEEP GREY POLYMERIC SAND FOAM BACKER ROD WITH MASONRY STEP OVER CAULK WHEN WET CAULK JOINT EXPANSION JOINT 10"CONCRETE FOUNDATION CUTBACK MORTAR POOL COPING 1 POOL SHELF 10" 1 RESIDENCE TO POOL BEAM REINFORCED CONCRETE SLAB 6x6 W.W.M. D E I E R L E I N RESIDENCE - - - - - - 3Ap STONE COPING STONE PAVING STONE COPING MORTARED TO CONCRETE 2515 Calves Neck Road 1-0" 6"Mill BASE Southold, New York 1 O.H. WIRE LATH+STUCCO FINISH - - - - - - - - - - - -- I I - - - - -- - -- - - - ° 4 p *COLOR TBD E3 x x—x x—xxxx x— x- -X 17, EXISTING POOL �j` ° w - - - - - a °CUTBACK I I I I 12"X 34"CONCRETE a p ° 44<4 4 POOL SHELF 10" i i FOOTING 36"BELOW ° l O GRADE MINIMUM 0 Q PROPOSED p =III =i =1 III=- = N FINISHED 6"CONCRETE STOOP a �l =-111 =IIII=III=_ =-= - - -1I_= GRADE LEDGE ' (0100 _ -III '� _-- - =- _ - — POOL AUTOFILL __ -- _ -- ' I 10" -III _ - . I_I =_I - i_(2)111 REBAR CONTINUOUS II _. _ ---I I- - I-Y1Q�S�"1Q�� poetzel a I l -1 I 1= =1 I' - =1 l = -=1 -I4° _III -III N0.4 REBAR @12"O.C.VERTICAL LANDSCAPE ARCHITECTURE - I = I __I -III---I -III- = I- _ 10"W.CONCRETE SHELF ' ' I _= --I ° (TYPJ I -- - - - - -! - w _ 1_I --I - - =! - Z - - ° - ==10"CAST IN PLACE CONCRETE PO Box 478 - - -- --- ----- ----- - I p ° - -1I _ - _ -I =FOUNDATION WALL - 5175 Middle Road - 9* p -_ - - Mattituck,NY 11952 - 1 = -I 'i != - 1 - _ 10° 7" - I - I I I I III I phone: (631) 209-2410 fax: (631)315-5000 email: studio@mplastudio.com I I - r--- ---- i p a -_ = -- ° CONTINUOUS 12"X 24"CONCRETE FOOTING ARCHITECT: - 44d Mark Schwartz&Associates _ 28495 Main Road i I POOL (3)111 REBAR CONTINUOUS Cutchogue, NY 11935 SKIMMER(TYP.) _ _ _ -1 I Office: (631) 734-4185 _ = SURVEYOR: PROPOSED I PROPOSED - I i gpq I I � � 10"CONCRETE FOUNDATION ' ' - III- I I I - '' = ' _ I POOL � I I= III = � Kenneth Woychuk Land Surveyor, PLLC P.O. Box 153 FOOTING Aquebogue, NY 11931 L-'---- ---- ------ EDGE OF CONCRETE Office: (631) 298-1588 I- I � , -- SECTION A: RAISED TERRACE SECTION VIEW � I ��_� Detail Scale: V= 1'-0" I I � LID I _8,� � i I � • 7„ �10'. 1- "o.H. EXISTING ' + RESIDENCE 7�� WIRE LATH STUCCO FINISH *COLOR TBD 24" EXPANSION JOINT FLASHING AS REQUIRED I STONE COPING MORTARED TO CONCRETE FOR WATERPROOFING I i REINFORCED CONCRETE I � I SLAB 6x6 W.W.M. REINFORCED CONCRETE SLAB 6x6 W.W.M. EXPANSION JOINT I I I STONE PAVING TOP OF FOUNDATION 1,0„ PIN SLAB TO HOUSE FOUNDATION 12"X 24"CONCRETE THROUGH EXPANSION JOINT FOOTING 36"BELOW I I GRADE MINIMUM POOL COPING BORDER WITH#4 REBAR @ 24"O.C. f STONE PAVING xxxxx xxx xxx�xxx— x x—x—xx I - A ° j I I ° a SITE DATA: xxIX—, X- ----------------- — 4 S CTM#: 1000-70-4-45.5 Zoning District: R-40 I;IT I - __ ' ------------------------------- 10'-0° I - — - I I I I I I I�� s101. _ — _ _ ==1 Lot Area: 56,853.17 SF (or 1.31 acres) 1 IIII - - = — - - - - - - - - J - I - 1 -1 4 ° -I -6 MIN RCA BASE L — — — — — — — — — — — — — — — — —— — NOTES: I - RCA - ° -(2)111 R --- -- 1. Base map information based on survey REBAR coNTlNuousJi prepared by Kenneth M Woychuk Land Iam LI ° ! _ II -IIII - -II- 11 _II I11-I _ _III L=IIII ° _i I I —III Surveying, PLLC last dated May 4, 2023. III REBAR @ 12"O.C.VERTICAL LNEXCAVATED ° _� w - - _ I --1 2. This drawing is for the purpose of ° — _ - _ Zo - III =_I -III 4 = __ = -w obtaining permits only. NOT FOR PROPOSED II I_ I , - 4 -III - I' TERRACE -I IM 7_IT - - CONSTRUCTION. p I N RAISED � -- -I _I - = 11' ° 16" AST'IN PLACE CONCRETE FOUND ATION WALL a' CONCRETE SLAB — = 3. Unauthorized alteration of this plan is a WITH�x6 W.W.M.ON COMPACTED RCA. - - ° ° CONTINUOUS 12"X 34"CONCRETE FOOTING - =- = -- violation of NYS Education Law. FINISHED MASONRY TERRACE _ NOT TO EXCEED 30"ABOVE GRADE ° -I - -1-.= = = 1 - - -_ - 1 1 - ° ° ° - (3)111 REBAR CONTINUOUS REVISIONS ® 4 p - i--III = - - _ - = DATE DESCRIPTION ° 4 I _il II II_=11 II III`�1=1 II I_-Illill i_I I II'-IIII-III I III IIIII,_II I II,�I _�,. I • L- - - - - - - -- - - - - - - -- - - - - - - - - - - - - -- - � i I , IIII IIII I!I I Imo__ II = 11 III II -1-IIII = 11 �— —' 03.27.25 RAISED TERRACE - - - I - -I I I - • • �� • • • � , °p • , . � • . .• . . ., • -1 = =1 =1 ==1 o . " -- - -- - -- - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �1 - II - rll - ' _ I_ ,I I '_- -III - - -- - - I-- I I== II I I II _ I:-1- - - -1 -- 43'-4" =I = --I - -III i= ILI _ I it= l - - - - -I -- IIII s e a l - 'ERRA E FOUNDATION PLAN - - I T C OU ON RAISED - I_I� IIII� iIIIIII _ Plan Scale: 1/4 — 1-0 � SC B an SECTION B: MASONRY STOOP TO RAISED TERRACE DETAIL y �L Detail Scale: 1" = 1'-0" IX " \ ,-D (P .9T 02 ® e e �OFNEW`�O�ti REGULATORY REQUIREMENTS: FOUNDATION NOTES: TITLE: EXIST� �e NG RESIDENCE � � -ALL CONSTRUCTION, MATERIALS, AND EQUIPMENT SHALL BE IN STRICT ACCORDANCE • ALL SECTIONS AND DETAILS SHALL BE CONSIDERED TYPICAL AND APPLY FOR ALL 0 WITH ALL FEDERAL, NEW YORK STATE, SUFFOLK COUNTY, AND SOUTHOLD TOWN ZONING SAME AND SIMILAR CONDITIONS, UNLESS OTHERWISE SPECIFICALLY NOTED. • e AND BUILDING CODES, ORDINANCES, REGULATIONS, ETC. INCLUDING ANY RELEVANT • ALL FOOTINGS SHALL REST ON UNDISTURBED SOIL ON MINIMUM BEARING RAISED TERRACE ENVIRONMENTAL REGULATIONS. CAPACITY OF 2 TONS PER SQUARE FOOT. FOOTINGS SHALL BE A MINIMUM OF 36" -� BELOW GRADE. THE ITEMS DEPICTED IN THIS PERMIT DRAWING ARE INTENDED TO BE CONSTRUCTED • BACKFILL WITH APPROVED MATERIAL. BACKFILLING UNDER THE SLAB AND " I ONLY AFTER RECEIVING ALL REQUIRED PERMITS/APPROVALS, AND SOLELY FOR THE AROUND PIERS SHALL BE DONE IN LAYERS, NOT TO EXCEED 12". COMPACTIONS PERMIT PLAN ' SPECIFIED OWNER AND AT THE PROJECT SITE LOCATION NOTED ON THE DRAWING. HALL BE 95% OF MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT. DO NO BACKFILL WALLS UNTIL THEY ARE LATERALLY SUPPORTED. -THE SCOPE OF WORK IN THE PLAN HAS BEEN DESIGNED IN ACCORDANCE TO THE 2020 • EXCAVATION SHALL BE PROTECTED FROM FROST IN COLD WEATHER. 0 o _ RESIDENTIAL CODE OF NYS. • REMOVE ALL WATER FROM EXCAVATION PRIOR TO PLACEMENT OF CONCRETE. 1 • CONCRETE MATERIAL FC = 3,000 PSI AT 28 DAYS FOR ALL CONCRETE. r 1 -THE SWIMMING POOL SHALL BE COMPLETELY AND CONTINUOUSLY SURROUNDED BY A e AIR ENTRAIN ALL CONCRETE FOR FOUNDATION WALLS EXPOSED TO WEATHER. AREA OF BARRIER AS REQUIRED AND IN ACCORDANCE TO SECTION R326.4. CALCIUM CHLORIDE SHALL NOT BE USED. o WORK • GROUT AND RUB ALL EXPOSED SURFACES OF FOUNDATION WALLS WITHIN 48 _A THE CONTRACTOR IS RESPONSIBLE TO EXECUTE ALL WORK IN COMPLIANCE WITH THE HOURS OF POUR. SPECIFICATIONS AND RECOMMENDATIONS OF ALL RELEVANT REGULATORY AGENCIES e CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 301-84 AND ACI 318-83 SCALE AS NOTED AND CONSTRUCTION SHALL MEET ALL FEDERAL, STATE AND LOCAL ZONING, ORDINANCES, • REINFORCING STEEL : ASTM A615 GRADE 60 0 _ _ _ REGULATIONS, CODES, LAWS, ETC. a MAXIMUM SLUMP: 4" FOR SLABS AND 5" FOR ALL OTHER CONCRETE. DRAWN BY: SITE PLAN . FLOOR SLAB TO RECEIVE STEEL TROWEL FINISH.APPLY CURING COMPOUND D.MENDOZA P P2 OH—� OH OH OH 2 CHECKED BY: Scale: NTS -THE LANDSCAPE ARCHITECT IS NOT RESPONSIBLE FOR THE INSPECTION, SUPERVISION, IMMEDIATELY AFTER TROWELING. J.PAETZEL OR ADMINISTRATION OF THIS CONSTRUCTION PROJECT. IT SHALL BE THE RESPONSIBILITY DATE:2024.10.21 OF THE CONTRACTOR TO ARRANGE FOR ALL INSPECTIONS REQUIRED. REVISED:2o25.os.2� SHEET 2 OF 2 I