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HomeMy WebLinkAbout51823-Z hoy�aof s°uTyo`o Town of Southold * * P.O. Box 1179 53095 Main Rd `y�oomv, Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46644 Date: 10/31/2025 TIIIS CERTIFIES that the building ACCESSORY Location of Property: 1220 Ninth St Greennort, NY 11944 Sec/Block/Lot: 45.-6-9.2 . Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 08/15/2024 Pursuant to which Building Permit No. 51823 and dated: 04/11/2025 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: Accessory outdoor shower as applied for. The certificate is issued to: Benjamin Bennett , Carolyn Bennett Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: PLUMBERS CERTIFICATION: Brad Piecuch 6/24/2025 Akhoria Signature �o��,oFsnaryolo TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE 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#: 51823 Date: 04/11/2025 Permission is hereby granted to: Benjamin Bennett 160 Ainslie St Apt 1 Brooklyn, NY 11211 To: Construct accessory outdoor shower,at a single-family dwelling, as applied for. Premises Located at: 1220 Ninth St, Greenport, NY 11944 SCTM#45.-6-9.2 Pursuant to application dated 08/15/2024 and approved by the Building Inspector. To expire on 04/11/2027. Contractors: Required Inspections: FOOTING/REBAR, FOUNDATION 1ST, FRAMING/STRAPPING , PLUMBING , ELECTRICAL-ROUGH, ELECTRICAL- FINAL, DRAINAGE, FINAL, Fees: Accessory-New Structure $125.00 CO Accessory Structure $100.00 Tota 225.00 Building Inspector At ;own hall Annex. } , c r �Ieohone(631)765-1802 54375 Main Road r_O.Box 1179 8oufnold,NY 11971-0959 x 1 f ' ! JUN 025 BUILDING DEPARTMENT `'`"' TOWN OF SOUTHOLD `r CERTIFICATION Pate: Building Permit No. Owner: e n t e-T pp ..((Please print) Plumber:�T"o� (Please print) I certify that the solder used in the water supply system contains less than 2/10 of l%lead. ` (Plumbers Signature) Sworn to before me this V'T day of �c - 20 oZ-� Notary Public, C',4 46T1117 County SUSAN A.RIZZO Notary Public,State of Ne*York No.01 R16183459 Qualified in Su i7Y2Q.�� Commission Exp OF 50Ulyolo * TOWN OF SOUTHOLD BUILDING DEPT. ��YOOUMV,N�o 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ZINAL Dt> LSAo�e-,e- [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O : [ ] RENTAL REMARKS: 0• tabuSe, (2 -b . DATE /lOo1S INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS .......--------- FOUNDATION (IST) t."3 --- ----------- -------------------------------------- ----- ---------- f FOUNDATION (2ND) C) cr .............. ....... ROUGH FRAMING & .......... PLUMBING ....... ... .......... -------- ......------- INSULATION PER N. Y. STATE ENERGY CODE ................ q 16,ol 014 60 FLNA-L ADDITIONAL COMMENTS -4-0 eQ .........-.................................. ................. ——--------- nn ............. ............... O��gUFFQLKCOG TOWN OF SOUTHOLD—BUILDING DEPARTMENT o� y� Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 ay • o,� Telephone(631) 765-1802 Fax (631) 765-9502 hltps://www.southoldtowM.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only C 2 PERMIT NO. �9�3 Building Inspector: 2024 AUG 1 5 Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an Building Department Owner's Authorization form(Page 2)shall be completed. Town of Southold Date:08/16/2024 OWNER(S)OF PROPERTY: Name:Ben and Carolyn Bennett _ scTM#i000-045.00-0600-009.002 Project Address:1220 Ninth St, Greenport, NY 11944 Phone#:917-442-9487 Email:benneb@gmail.com�_ Mailing Address: 160 Ainslie St, APT 1, Brooklyn, NY 11211 CONTACT PERSON: Name:peter DePasquale_(architect)____,__ _ _ Mailing Address:370 Lexington Avenue, Suite 407, NY, NY 10017 _ Phone#:516-383-5341 Email: ete d work DESIGN PROFESSIONAL INFORMATION: Name:Peter DePasquale (architect) Mailing Address:370 Lexington Avenue, Suite 407, NY, NY 10017 Phone#:516-383-5341 Email: ete d work CONTRACTOR INFORMATION: Name:North Fork Woodworks, attn: Scott Edgett Mailing Address:810 Traveler St, Southold, NY - -- - - --- - - - Email:Scott nfVoodworks.com Phone#:631-298-7900 �.._. - DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: $5,000 Outdoor Shower Other _. Will the lot be re-graded? ❑Yes 59 No Will excess fill be removed from premises? ❑Yes B No 1 Docusign Envelope ID:1993D390-6A1 F-47A5-A283-ACF9D69A5161 PROPERTY INFORMATION Existing use of property:Single Family Residence Intended use of property:Single Family Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R40 this property? ©Yes ONO IF YES, PROVIDE A COPY. ■ Check Box After Reading: 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 Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name :Peter DePasquale BAuthorized Agent ❑Owner Signature of Applicant: Peter a arga 8 Date: 07/18/2024 STATE OFMW*MK) Florida L fAV SS: COUNTY OFF Broward) LN\V Peter DePasquale being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the Agent (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 � PA U,_n 18 July 24 !/ T.C/CJ� day of 20 Notary Public \��pH11111ih1P/ry���/ LUIS DAVILA Luis Davila aY'P.V6//�i o: <. Notary Public-State of Florida Z.. a g �. Commission#HH5186pROP RTY OWNER AUTHORIZATION a.. Expires on April 21.2028 „�oF F����•�` (Wh re the applicant is not the owner) Notarized remotely online using communication technology via Proof. Benjamin Bennett residing at 160 Ainslie St, Apt 1, Brooklyn, NY 11211 do hereby authorize Peter DePasquale to apply on my behalf to the Town of Southold Building Department for approval as described herein. �a. a..asy: 07/17/2024 j/c.vyAN11lN.(/f.VIM.�.II v Owner's Signature Date Benjamin Bennett Print Owner's Name 2 Revisions No. Issue Date 08 Outdoor Shower Permit 03/25/2025 10 Outdoor Shower Permit Rev 01 04/03/2025 Notes 01 Exterior Elevation West-Outdoor Shower 02 Exterior Elevation North-Outdoor Shower 03 Section at Outdoor Shower N/S 04 Enlarged Plan-Outdoor Shower 1/2"=1'-0" 1/2"=1'-0" Cedar Posts and Cedar Posts and Cedar Posts and Cedar Siding Cedar Siding Cedar Siding 03 Cut Down Posts to Cut Down Posts to 05 05 Align Align Ao53 8'-21/2" 3'-8" 3'-8" / Pool Equipment Pool Equipment x x / o o o ` m io 1 Gravel and stone Bench io \ ' CO on shower side Outdoor (0 of slab to match Shower walkway x x s Gravel and stone w on shower side Concrete p ` EQ EO M \ Concrete " of slab to match Curb N S j8 eer� 4 , os Curb walkway 4:^ N p A053 c 00 ; �p c0 t0 .1 X M, to co 00 0o 7 of 4" 6;-'11�/$„ 4" 05 Slope Slab oo 05 Exterior Elevation South-Outdioor Shower 06 Exterior Elevation East-Outdoor Shower 7 Typical Post Anchor Detail M ,' 1/S"per 1' 1/2"=1'-0" 1/2"=1'-0" 3"=1'-0" 00 M �r Pool ih , Equipment Cedar Posts and Cedar Posts and Slab Grade n Cedar Siding Cedar Siding Cut Down Posts to Cut Down Posts to Align �Align 02 A053 Concret 31/2" 4"Wide 8"High Simspon Stronge- _ _ _ _ _ Tie CPT44Z Contractor to confirm d Po st� i equipment area. Provide i Tie-Occuring at stub ups as required O O Every Post See Product Data LO O on A001 o � � � 1/2"Diameter Anchor Bolts Seal&Signature: FtEO AR DePq Qyire` s 034585 QQ� FOF NE`N� GDP 1220 Ninth Street Sky Plane Diagram and As indicated 370 Lexington Ave#407 Greenport,NY Outdoor Shower Drawings 03/25/2025 New York,NY 10017 212.634.9384 A053 Revisions No. Issue Date 08 Outdoor Shower Permit 03/25/2025 APPROVED AS NOTED 10 Outdoor Shower Permit Rev 01 04/03/2025 DATE: B.P. �IF� FEE a BY. Notes NOTIFY BUILDING DEPARTMENTAT 631-765-1802 BAM TO 4PM FOR THE FOLI OiAp r a INSPECTIONS' 1. Fr UN IOATIGN-TWO REQUIRED )URED CONCRETE �n t 2, ''!-F TAMING&PLUMBING ( v 4. FINAL-CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR �gnt' yntD DESIGN OR CONSTRUCTON ERRORS OCCUPANCY OR .` USE IS UNLAWFUL .n�,: COMPLY WITH ALL CODES OF WITHOUT CERTIFICATE NEW YORK STATE&TOWN CODES OF OCCUPANCY AS REQUIRED AND CONDITIONS OF EZSOUTHOLD OLD TOWN ZBA T&IN PLANNING BOARD OLD TONIN TRUSTEES . . .DEC PLUMBER CERTIFICATION SOUTHOLDHPC ON LEAD CONTENT BEFOPE SCHD CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER SUPPLY SYSTEM CANNOT EXCEED 2110 OF 1% LEAD. RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TMVN CODE 1220 P\Jinth Street Greenport, NY t oor Shower Permit Oud Seal&Signature: D ARC,' DePq yn� s�9TF 034505 �F NEB GDP 1220 Ninth Street Cover 12"=V-0" 370 Lexington Ave#407 Greenport,NY New York,NY 10017 212.634.9384 AOOO I NOTE-LEGEND AND SYMBOLS Project Info DRAWING SHEET INDEX Drawing Sheet Permit Revisions Order Dwg No. Sheet Title 108A3/2024 No. Issue Date SUPPLY AIR DIFFUSER ;a:�: '! :� Concrete-Cut00 GENERAL Project Address 1220 Ninth Street [NEW YORK STATE ENERGY CONSERVATION A000 Cover 08 Outdoor Shower Permit 03/25/2025 10 Outdoor Shower Permit Rev 01 04/03/2025 Greenport,NY 11944 ONSTRUCTION CODE COMPLIANCE STATEMENT A001 Drawings Index RETURN AIR Earth-Crushed Stone Zoning District R40 THE PROPOSED BUILDING REPRESENTED IN THIS DOCUMENT IS CONSISTENT WITH THE BUILDING 02 ARCHITECTURAL Single Receptacle PLANS,SPECIFICATIONS,AND OTHER A>l� 8feetDllgram Notes Project Description New Single Family Residence and Pool Earth-Gravel CALCULATIONS SUBMITTED WITH THIS PERMIT A>l ®Mad Zoning Duplex Receptacle APPLICATION.THE PROPOSED SYSTEMS HAVE Lot Area 71,004 sf BEEN DESIGNED TO MEET THE NEW YORK STATE k I Earth-Disturbed Lot Dimensions 110'x 554.39' ENERGY CONSERVATION CODE REQUIREMENTS. GFCI Duplex Receptacle-GFCI Total Coverage 6,984 sf SEE ATTACHED RES CHECK COMPLIANCE REPORT qP Quad Receptacle Earth-Undisturbed ON SHEET A003 Weatherproof Receptacle 'n Finish-Concrete Zoning Information f GFCI • Allowable Proposed) Complies Code Reference R Range Receptacle _ _ CPTZ .• Finish-Grout Lot Area 71,004 sf 280 Attachment 3 Buildable Area 49,454 sf - - 280-4 Concealed Post Tie DW Dishwasher Receptacle *Lot Coverage 49,454 .2=9,891 sf 6i,984 sf Complies 280 Attachment 3 Finish-Gypsum g The CPTZ concealed post base provides a clean,concealed look while ® Floor Mounted Receptacle-Double providing a 1"standoff height above concrete.The 1"standoff reduces 5,100+(.05*9,454)= the potential for deco at the post end and satisfies code requirements Finish-Plaster Gross Floor Area 5,572 sf 2!,620 sf Complies 280-207 y y p � Q. for posts that are exposed to weather,water splash or in basements. CPT44Z ® Floor Mounted Receptacle-Quad Basement - (2„589 sf) - c It is part of a system of concealed connectors that includes the CBTZ (others similar) Insulation-Fireproofing First Floor - 24620 sf - ,10 and CJTz. 5V4 Switch • The CPTZ is tested and load-rated for uplift,download and lateral load. F1 Principal Building Zoning Setbacks • Simpson Strong-Tie saves installers time by providing all the 400 Insulation-Mineral Wool D 2-Way Switch —= Front Yard&Primary Front Yard 50 ft '175.5 ft Complies 280 Attachment 3 U) necessary components to make the post connection in one box 11 Secondary Front Yard 35 ft - - 280 Attachment 3 m (anchors not included). fat SS Smart Switch Insulation-Rigid Side Yard 15 ft 20 ft Complies 280 Attachment 3 • There are two anchorage solutions available.See tables for information. Both Side Yard 35 ft 50.3 ft Complies 280 Attachment 3 • Solutions have been calculated per ACI 318 to determine their �Fti D Dimmer Switch Rear Yard 50 ft 1105.5 It Complies 280 Attachment 3 allowable load in different concrete configurations. r�T/� Masonry-Brick Material:See table below L1� Principal Building Height 35 ft 16.7 ft Complies 280 Attachment 3 Finish:Knife plate,washers and standoff base are ZMAX®-galvanized K Keypad steel.The standoff base has an additional textured,flat black powder- coat-Concrete Block p coat finish for aesthetic purposes.The'h'-diameter drift dowels are 44 post C Combo Switch ® mechanically galvanized in accordance with ASTM B695,Class 55. Dowels(CJTPS) Accessory Structure Zoning Setbacks If substituting'W-diameter bolts,a hot-dip galvanized finish is Masonry-Stone Cut Side 20 ft 25 ft Complies 280-15B recommended.Some available in stainless steel(see table). 4 TV Connection Rear 20 ft 425'-1" Complies 280-156 Installation: r^ • Use all specified General ed fasteners;see Gl Notes Metal-Steel 4 Smoke Detector Accessory Structure Height Prig. • More extensive installation instructions are available through our Proposed 22 ft 8 ft Complies 280-15A Literature Library app or by visiting strongtie.com Wood-Cut • Post bases do not provide adequate resistance to prevent members — — Membrane Waterproofing Wetland Boundary Setbacks from rotating about the base and therefore are not recommended Residence 100 ft 105.5 ft Complies 275-3D SIM Wood-Face for non-braced,or non-top-supported installations Driveway 50 ft n/a Complies 275-3D Typical CPT44Z Installation 1 Elevation/Section Sanitary Leaching Pool(cesspool) 100 ft n/a - 275-3D Codes:See p.11 for Code Reference Key Chart A101 Wood-Plywood Cut Septic Tank 75 ft n/a - 275-3D �Z_ Spot Elevation(Elevation/Section) These products are available with additional corrosion protection.For more information,see p.14. For stainless-steel fasteners,see p.21. Z Dimensions Allowable Loads a Spot Elevation Plan ) Code o Fasteners Nominal/ Knife (1n•) (DF/SP P (Plan) Model Rough (ga) Plate Anchor Post Ref. W Post Size (ga.) W L Uplift Down Ft FZ pty. Dia. Oty. Type' (160) (100) (160) (160) o T.0.SIILL 0 Elevation Marker 1h"x 23/4"dowel 3,035 0'-•0" CPT44Z 4x4 12 10 31/2 Th 2 1/2 3 11,455 600 605 Z /z"MB 3,240 a 001 ROOfm name 1h"x 43/4"dowel 3,315 Room Name,Number,Area ? CPT66Z 6x6 12 10 5�s 53/a 2 1h 3 20,130 655 1,025 IBC N 150 SF 1W MB 4,055 FL,LA W.x 43/i"dowel 3.315 N �" CPT88Z 8x8 12 10 7'/4 T/4 2 '/z 3 22,805 740 1,080 0C 1 11 Door Tag 1/2'MB 4,055 U Project Team 1.Uplift loads have been increased for earthquake or wind loading with no further increase allowed.Reduce where other loads govern. 2.Downloads shall be reduced where limited by capacity of the post. 1i Window Tag 3.CPTZ concealed post ties are supplied with(3)1/2"-diameter dowel pins.Alternative'f2"-diameter hex-or square-head machine bolts may be used for loads listed. 4.Lag screws or carriage bolts are not permitted. 5.Structural composite lumber columns have sides that show either the vide face or the edges of the lumber strands/veneers.For SCL columns, < 11 Partition Tag the fasteners for these products should always be insta;'-�d in the wi le,face.See technical bulletin T C-SCI_CLM for more information. DESIGNER: ARCHITECT: STRUCTURAL ENGINEER: GARNE17 DEPASQUALE PROJECTS PETER DEPASQUALE ARCH,PL1LC DILANDRO ANDREWS ENGINEERING,PLLC 01 Keynote 370 Lexington Ave#407 370 Lexington Ave#407 158 COUNTY ROAD 39 New York,NY 10017 New York,NY 10017 SUITE 10 SOUTHAMPTON,NY11968 -IF-0_0`X Equipment Tag 70 LANDSCAPE ARCHITECT: OWNER: PROJECT PLANT BEN BENNETT,CAROLYN BENNETT 56755 MAIN ROAD SOUTHOLD,NY 11971 NOTE-ABBREVIATIONS Plot Plan AFF ABOVE FINISHED FLOOR HOR HORIZONTAL 55439�( ` ADJ ADJUSTABLE I.D. INSIDE DIAMETER _- u)II ALT ALTERNATE MAX MAXIMUM A.V.B. AIR VAPOR BARRIER MIN MINIMUM BLKG BLOCKING NIC NOT IN CONTRACT Driveway _ I BLDG BUILDING NTS NOT TO SCALE BO BOTTOM OF OC ON CENTER CAB CABINET OPNG OPENING C.J. CONTROL JOINT OH OVERHEAD _- ' ' ^ \ ^ I ropos I 3 l CL CLOSET OPP HND OPPOSITE HAND _- ' ennis II N I in CLG CEILING PNL PANEL - - t � � ed\ I Court CLR CLEAR PTD PAINTED 2(y ' Mas ry I 11 N CMU CONCRETE MASONRY UNIT PLYWD PLYWOOD - -S8$ Single Family Dwelling r at1O I I CONC CONCRETE PLAM PLASTIC LAMINATE _ - - ' approved 5/1812023 tt i rr Proposed > II CONT CONTINUOUS REQ'D REQUIRED DIA DIAMETER RO ROUGH OPENING '�` t Pod�� P �� Proposed I DIM DIMENSION SIM SIMILAR I _ J ` outdoor DWG DRAWING SPEC SPECIFICATION H ` - - - shower EQUIP EQUIPMENT SS STAINLESS STEEL t \ Dr Fence ,�'- 533. EQ EQUAL STL STEEL ► � Tennis Court Perm EA EACH THK THICKNESS t g_ _ _ _- - - Scope F.O. FACE OF TO TOP OF 0i 3 __ _ - - - ' Pod Permit FIN FINISH TYP TYPICAL O _ - - - scope FL FLOOR VIF VERIFY IN FIELD o II - - - outdoor shaver Permit GL GLASS UON UNLESS OTHERWISE NOTED _ _ - - - - Scope GWB GYPSUM WALL BOARD WD WOOD m HDWAR HARDWARE W/ WITH HT HEIGHT W/O WITHOUT Seal&Signature: �tiRED ARC S. DePq 0345BS �QQ OF NEB GDP 1220 Ninth Street Drawings Index As indicated 370 Lexington Ave#407 Greenport,NY New York,NY'10017 212.634.9384 A001 I i 1 Site Plan Revisions \ No. Issue Date 08 Outdoor Shower Permit 03/25/2025 10 Outdoor Shower Permit Rev 01 04/03/2025 Sag�1T?.S �� • � ' WV Notes 0 o r� G i '� I r' LL i Tall peer Fe m r'� 467,Automated FM Lot1 �'� Tax Lot9.1 �-►yam' _ _-_-___ _- --- Gate -' Ln s w I I r — - , ; I O 0 4'Tal Deer/Pool Fends I \ ` ilow � \ . '�• ) `� �\ 00o F ns e 1 i' •� / / �co�\ `� ��2 Proposed i c I Tennis Court I t z 13 1 ` 0 / ti \ 00, \ \ tI \ \ \ 12` CD m \ ""' +13.4CD -A 0000 \ O , lo , 59 ♦ 59 ` � r s FM Lot 2 I L 2' 3' 4' 5' 6' T 8' 9' 10, 11 \ \ Tax Lot 9.2 I �\ \ o 04 I vg;. � 'N I Tidlal Wetlands \\ \ \ \ \ 1 II I 00� 5' ♦ 59 \� 12'-0" \ \\ I Boundalry,As Delineated \ \ \ I I I \ 0. \ °��d� ; 14'-9"(ASL) by EN-Consultants, 1 1 I \ \ 1pO' \ �% ; ♦ 0'-0" \ ; 110 3-2022 1 I 1 -� Proposed Pool �� \ \ \ I \ 1 \ 1 1 1 c_ ore Floor Ground \ with Auto Cover '3�I Shedosed I I \ o \\ \ \ \ \ \ \ \ I 59 _ _ �` � \ \ I \ ,� � 3.4 _ ., — and Setback ' 26 Side 6'Tall Self -�) � �' 3 — Closing -� 3 \ \ \ \ \ \ I I I �� \ Covered Roof 05 _ +13.4 Outdoor Shower Gate °N \\\ \ \ I I I I I \ \ �.. - \ Permit Scope - - 90 CD (PC 533.5 I I I I I I I 1 \ IN, _ _ _ — — — 01p� \ �,,,p m&t N87o15 10 W N ,p \ MornQ I I I I I I II II I ICD co`o0oo \ olF�r�•,�: - 1I I I I I I - - �•�� \ = CD I- 1" I I I I � � \ _ 703 2 Zonin1/32"g Diagram I . •► • Tax Lot 9.3 - - II I I I I I , Stairwell. v ! m Grade EL _ I Deck Deck �\ / +13.4 Proposed,-- .,. _Ile �� c Tennis Court I .n l z - ' - o -,Proposed\ '0 `ne - No cki Story Masonry Patio _ � \ 3 Pool Section East/Wlest Prop _erty 20 Side� dSi r � Res denc i N i FFEL+14.75i° 41 Stonee Pool Coping, Stone Pavers _ _— — — — �� (J1 O 2"Thick e f' � � m� Deck Pr Pooled �� I Lon -0" ------------------------- -------- m 50' C :Dry Pack::c.;::=:'. •_ :_ 1 d b ° Lightwell ' :: \ Gdunnite Shell w! co 'tom Bye ' N (n M7arble Dust Finish P/ /��/�� ��\ r ' " O �� o Deck I Proposed 50'_0 r a Proposed Shed ��/ /�/�/�/�j�/�/� U% �m `° Outdoor I \/,�// / / / / / / //� cn m Overhang \Shower Deck ..� — i CD POOL NOTES STRUCTURAL NOTES: t Outdoor Shower CL 1. IN GROUND POOL SHALL COMPLY WITH 1. GUNITE POOL WILL BE BUILTTO CODE WITH#3 t cn\ Permit Scope PROTECTION OF POTABLE WATER SUPPLY PER REBAR 12 INCHES ON CENTER VERTICALLY AND ' Yard1 Setback P2902 2022 OF THE NE%W YORK STATE RESIDENTIAL HORIZONTALLY AND 6"ON CENTER VERTICALLY 0 25,Side CODE PASTTHE FIVE FOOT MARK.THREE PIECES OF#4 2. IN GROUND POOL SHALL BE DESIGNED IN REBAR WILL BE PLACED IN BEAM WRAPPING POOL °' - _ _ Buildable Lot Coverage CONFORMANCE WITH ANSI/APSP/ICC 4 PER ALL CONCRETE WILL HAVE A MINIMUM PSI OF 4500 o _ _- - - Area R326.3.2 OF THE 2020 MEW YORK STATE WALLS AND FLOOR WILL BE A MINIMUM OF 6" t - - - - Boundary RESIDENTIAL CODE EXCEPT IN BOND BEAM WHICH WILL BE 10.5"IN t _ - - Proposed House Footprint: 1 515 sf Buildable Area: 49,454 sf 3. POOL SHALL BE ALARMIED PER R326.7 PER THE 2020 POOL TO ALLOW FOR 12"COPING. _ _ - - - Roof Overhang 05 sf (See Survey Sheet 050)Pool to Coping: 869 sf Seal&Signature: i _ _ - - - NEW YORK STATE RESIDENTIAL CODE _ _ _ - - Masonry Patio: 648 sf 20%Lot Coverage 4. POOL SHALL HAVE ENTFRAPMENT PROTECTION PER _ - - - Tennis Court: 1,920 sf Allowable by Code: 9,891 sf Ep q R325.6 PER THE 2020 NIEW YORK STATE AFL R Shed: 136 sf '� C,, , RESIDENTIAL 5. TEMPORA YBARRIIERS;SHADE LL De ALL BE ERECTED DURING Outdoor Shower: 66 sf �� �' Decks: 584 sf INSTALLATION OR CONISTRUCTION AS PER R326.4.4 PER THE 2020 NEW YOIRK STATE RESIDENTIAL Stairwell: 93 sf z BUILDING CODE tairwell: 70 sf tt f 6. POOL FENCE AND GATES SHALL COMPLY WITH Total Lot Coverage: 6,984 sf d �� SECTION R326.5 OF THE:2020 NEW YORK STATE UNIFIED BUILDING CODE ��9p �34535 yp4 Site Plan Based on Survey By Scalice Dated 02/14/2023 FOF NEB GDP 1220 Ninth Street Site Plan and Zoning As indicated 370 Lexington Ave#407 Greenport,NY New York, NY 10017 212.634.9384 A052