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Home My WebLink About48037-Z TOWN OF SOUTHOLD .v 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 #: 48037 Date: 7/5/2022 Permission is hereby granted to: Paetzel, Stacy 1080 New Suffolk Rd _w_._ wwwwww_w Cutcho .u.- ....NY 11935 _ ....._www_..................._.._..M................. ....._. To: Construct raised masonry patio addition to existing single family dwelling as applied for. At premises located at: 1080 New Suffolk Rd., SCTM #473889 Sec/Block/Lot# 109.-6-9.4 Pursuant to application dated 6/2/2022 and approved by the Building Inspector. To expire on 1/4/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $466.80 CO-ADDITION TO DWELLING $50.00 Total: $516.80 Building Inspector � �rrN as TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax(631) 765-9502sou holdtowl' ri ,.& Date Received APPLICATION PLIICFOR BUILDING PERMIT .P For Office Use Only \1R PERMIT NO. �iozBuilding Inspector: TO BOLDINGCSF"T, Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:06.01.2022 OWNER(S)OF PROPERTY: Name Jonathan & Stacy Paetzel SCTM#1000-109-06-9.4 Project Address:1080 New Suffolk Road Phone#:631-209-2410 Email:stacy@mplastudio.com Mailing Address:1080 New Suffolk Road CONTACT PERSON: Name:Stacy Paetzel Mailing Address:1080 New Suffolk Road Phone#:631-209-2410 Ext. 1# Email:stacy@mplastudio.com DESIGN PROFESSIONAL INFORMATION: Name:Marshall Paetzel Landscape Architecture, PC - Jonathan Paetzel, RLA Mailing Address:PO Box 478 - Mattituck, NY 11952 Phone#:631-538-8622 Email:jonathan@mplastudio.com CONTRACTOR INFORMATION: Name:Mera Masonry and Stone, Inc. Mailing Address:PO Box 420 - Middle Island, NY 11953 Phone#:631-375-1007 Email: jmeraconstruction@gmail.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: EOther Elevated Stone Patio with steps attached to existing residence 25,000 Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? []Yes RNo 1 PROPERTY INFORMATION Existing use of property: Residence Intended use of property: Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? E]Yes *No IF YES, PROVIDE A COPY.......... D Clieck Ilf ox After IIC eading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPUCATION 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 210AS of the New York State Penal Law. Application Submitted Byrp-r)nt nam :Jon arLppetzel ElAuthorized Agent igOwner Signature of Applicant: Date: 06.01.2022 STATE OF NEW YORK) SS: COUNTY OFA-FOC�K n , ed being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the Owacp, (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 —.2—Clay of un 20-au +arpw A cry Public TRACEY L. OW IR NOTARY PUBLIC,STATE OF NEW YORK I)ROPER E Atj^^rHORIZA 110N NO.01DW6306900 QUALIFIED IN SUFFOLK COUNTY (Where the applicant is not the owner) COMMISSION EXPIRES JUNE 30,2p2p— residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 N 800 06'40"E PA ETZ E L 13 13 245.00' � EKISTING POOL FENCE RESIDENCE OQ +GATE(TYP.) 0 1080 New Suffolk Road co EKISTING POOL EQUIPMENTCONCRETE WASHOUT o Cutchogue, New York +SCREEN WALL 4 O -------------------- CONSTRUCTION I j STAGING AREA ---------------- i�✓�k Y\ , x EXISTING GRAVEL DRIVEWAY EXISTING k . v y� :x .a '`�. k TO BE USED AS CONSTRUCTION EXISTING DRIVEWAY x x xy x n<' x �., ACCESS SWIMMING marshal) poetzel POOL Z LANDSCAPE ARCHITECTURE LU LU NORTH FORK I "- PO Box 478 O 7 12830 Main Road O Z Mattituck,NY 11952 0 LU m phone: (631)209-2410 fax: (631)315-5000 email: mail@mplastudio.com SURVEYOR: C Nathan Taft Corwin Land Surveyor PROPOSED MASONRY STEPSDN I 1586 Main Road PROPOSED 4R Jamesport, NY 11947 BUILT-IN PLANTER I Office: (631) 727-2090 EXISTING 80 SF WOOD - O STOOP TO BE REMOVED r PROPOSED 685 SF RAISED EXISTING T 3 MASONRY TERRACE+STEPS RESIDENCE /\ CD T C14 /v 145'-2" `n (PROPOSED TERRACE) EXISTING 40 SF WOOD STOOP n,T-- O 0 TO BE REMOVED DN ; I 4R EXISTING MASONRY STOOP DN I1R N63o, 2 EXISTING CHIMNEY TO REMAIN Er I Q V) GEl � w =O o O EXISTING POOL FENCE Iw SITE DATA: \QROeOS�� CO O cow +GATE(TYP.) SCTM# 1000-109-06-9.4 Lot Area: 40,618 SF LO a 0 NOTES: S 800 06'49'W — — -- 192 42' 1. Existing conditions based on survey prepared by Nathan Corwin, LS, dated 10 February 22,2010. 2.This drawing is for the purpose of obtaining permits only. NOT FOR CONSTRUCTION. RAISED TERRACE PLAN 3. Unauthorized alteration of this plan is a violation of NYS Education Law. Plan 1"= 16'-0" FOUNDATION NOTES: 1. All sections and details shall be considered typical and apply for all same and similar conditions,unless otherwise specifically noted. 2. All footings shall rest on undisturbed soil on minimum bearing capacity of 2 tons per square foot. Footings shall be a minimum of 36"below grade. 3. Backfill with approved material. Backfilling under the slab and around piers shall be done in layers, not to REVISIONS exceed 12". Compactions hall be 95%of maximum DATE DESCRIPTION EXISTING density at optimum moisture content. Do no backfill RESIDENCE walls until they are laterally supported. 0 EXISTING CHIMNEY 4. Excavation shall be protected from frost in cold ("1 TO REMAIN weather. VV 5. Remove all water from excavation prior to placement 1 I of concrete. I ID 6. Concrete material Fc =3,000 psi at 28 days for all BUILDING DEPT. concrete. TOWN OF SOUTFIOLD j HANDRAIL 7. Air entrain all concrete for foundation walls exposed to • I AS REQUIRED(TYP.) I a I 7" I I p I I I weather. Calcium chloride shall not be used. a i ; 8. Grout and rub all exposed surfaces of foundation walls s e a / UPPER TERRACE j I 10" j within 48 hours of pour. 9. Concrete work shall be in accordance with ACI 301-84 K,40SCAp I I EXISTING RESIDENCE F I DN 1R 7" I and ACI 318-83 �� ar K�rIA '9,A ° I I LOWER TERRACE I 10. Reinforcing steel :ASTM A615 Grade 60 lV� �'� DN 4R I _ UNEXCAVATED i I ^ ' 11. Maximum slump:4"for slabs and 5"for all other c co I I 24 h� Q concrete. n 12. Floor slab to receive steel trowel finish. Apply curing ---1 4"CONCRETE SLAB I ' UNEXCAVATED II compound immediate) after troweling. z1 I I 5'-5" WITH 6x6 W.W.M.ON COMPACTED FILL. 0027y1 Q' O� Z0 j FINISHED MASONRY TERRACE I NOT TO EXCEED 30"ABOVE GRADE I ' I I "- OF N�� 4"CONCRETE SLAB I I I I I I I • I WITH 6x6 W.W.M.ON I COMPACTED FILL. TITLE: �------ ------ ------------------------------------------------------------ i FINISHED MASONRY TERRACE DE j ; E G E N D N I OT TO EXCEED 24"ABOVE GRA I L I e I I I BLU TOP OF FOUNDATION ESTONE PAVING TO MATCH EXISTING ON SITE I •• I I I L I I 1 ----- ---------------------------------------------I DN 4R o I STONE VENEER TO MATCH REINFORCED CONCRETE SLAB 6x6 W.W.M. I I I EXISTING ON SITE------------ -- FIRST FLOOR TOP OF SUBFLOOR — — PROPERTY LINE RAISED TERRACE L - ------------------J i "F—PITCH$'PER FOOT MIN TOP OF MASONRY TERRACE io ° • a . e I � FINISHED . PERMIT P I I iv GRADE DETAIL CALLOUT PLAN PROPOSEDL-- ------------- ---------- --- ----------------------- --------- PLANTER 6"MIN.GRAVEL BASE 15'-9^ ? CONCRETE FOUNDATION iv� 10"CAST IN PLACE CONCRETE FOUNDATION WALL ` • WALL 0 (3) NOA REBAR CONTINUOUS HORIZONTAL `- NO.4 REBAR @ 12"O.C.VERTICAL CONCRETE FOOTING HANDRAIL AS REQUIRED(TYP.) FORMED+POURED CONCRETE 10"WIDE CONCRETE 12"x24"CONCRETE 1--2--0- STEPS OVER FOOTING(TYP.) FOUNDATION WALL FOOTING 36"BELOW CONTINUOUS 12"x 24"CONCRETE FOOTING PROPOSED MASONRY STEPS GRADE MINIMUM (2) NO.4 REBAR CONTINUOUS SCALE:AS NOTED 2 DRAWN BY: RAISED TERRACE FOUNDATION PLAN 2 RAISED TERRACE WALL SECTION N.COLLINS L 1 CHECKED BY: S.PAETZEL,RLA Plan 1/4"= 1'-0" Section 1/4"= 1'-0" DATE:2022.05.10 REVISED: SHEET 1 OF 1