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Home My WebLink About49543-Z 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 #: 49543 Date: 8/3/2023 Permission is hereby granted to: Rizo Nako 19-19 21st Rd Long Island City, NY 11105 To: construct deck addition to existing single-family dwelling as applied for. At premises located at: 400 East Rd, Mattituck SCTM # 473889 Sec/Block/Lot# 106.-3-2 Pursuant to application dated 6/26/2023 and approved by the Building Inspector. To expire on 2/1/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $286.40 CO-ADDITION TO DWELLING $50.00 Total: $336.40 BuiIdin actor TOWN OF SOUTHOLD—BUILDING DEPARTMENT ;P Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631)765-9502 liti 'Waxl.. dtog .gov Date Received APPLICA-riON F n BUIL 1' 0 t4q5 For Office Use Only �. PERMIT NO. Building Inspector; 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:5.15.2023 OWNER(S)OF PROPERTY: Name:Nako Rizo SCTM#1000-106-3-2 Project Address: 400 East Road, Mattituck Phone#: 917-599-8037 Emaikrizosaranda@yahoo.com Mailing Address: 19-19 21St Rd. Long Island City NY 11105 CONTACT PERSON: Narnejoan Chambers Mailing Address:PO Box 49 Southold NY 11971 Phone#: 631-294-4241 Email:joanchambersl0@gmail.com DESIGN PROFESSIONAL INFORMATION: Name:Lou Schwartz Tiderunner Engineering Mailing Address:? Ridgewood St, Bay Shore, NY 11706 Phone#:(631) 410-6838 Email:tiderunnereng@gmail.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure IRAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑other Deck 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:same Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 I this property? ❑Yes RNo IF YES, PROVIDE A COPY. ❑ Cedk Box After IIIIeadi : 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, addltlons,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 buildingls)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. I Application Submitted By(print name): W'Authorized Agent ❑Owner Signature of Applicant: --4 Date: STATE OF NEW YORK) dtl' SS: COUNTY OF ) Joan Chambers 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 day of .20- Notary 20Notary Public ' 'IIII'° IIIIII II IIIIIII IIIC° I""'1111°°i I° IIII " 1 (Where thea applicant is not the pp owner) Nako Rizo residing at 400 East Road, Mattituck NY 11952 I, do hereby authorize Joan Chambers to apply on my behalf tcI a 1"ow of Southold Building Department for approval as described herein.. Owner's Signature Date Nako Rizo Print Owner's Name 2 I N $g 40° 00 E 120.0'5 ' J I! �x I1 IEXIST.FAno I� I EXIST. I MT"LC0WASpVE ` I Ewsr.z srom wousE rnL �y I I W I nl coI O I fq Z I I ct) I 1 I I I I I I I R 86 001 30" W 74.491 EAST ROAD RIZO RESIDENCE DECK LOCATION 400 EAST ROAD MATTITUCK NY 1000-106-3-2 V= 20.0' 6.26.23 tl a • -Q C Go 10 b o 2 m a y o 0 t� N a1 Jai WW � c G 3 r U Z M d1 O u a 0 5o� siez =- f t o .. �•+yn if) OZ W o p �z —0 Ln moa ,OZ 9*L ° o o " � g r W 30'Md3 8�w NCJq Y O & l& O 3ON3 dG NNR NMNO >. wU3 a •• m .p 0 FL G ` ` "t IIZjL y N o z0 LL 3 ® 3 o o = S go, z z .s -0 o _r o, v OC ~N W tea F ° 0 2 Q . os a Ac J n W , AvMan�ao snoNav ua g , .c: p - . -- ". 9z __ �4 00 8 8 c (o o ,, .. � ° — . . � _ ° •- •- Z z o O O w ui ' u CL Q LCI (D -00 - ,WAGS � cENTt: NON OONCR t 0 .0-c NC = oz NcCHAIN U V? E � ;nO OH C � �Q- ° O14C OH Cj�o _y V O - m OW1-24 as roffo . zM ' 105-88 S8 E (� g 0 Lu o N 0620 00 .. t vi 0H m S IVEDRQ ,� C -58Q. 8 05 � r - o •p) C U) 0 5 0 o } J C 3 0V = Z � -� {_. RIZO RESIDENCE ssusv-� 400 EAST ROAD MATTITUCK N .Y. 18._0.. {{ EXISTI ESIDENCE NEW GUARD RAIL TO CODE SCTM# 1000-106-03-02 2-2X10 BLOCKING BETWEEN.-_- _ NE R-40 .36 ACRES _DECK JOISTS @ GUARD RAIL _ _ POST ATTACHMENTS PROPOSED: ADD NEW 18'-0"x12'-0" (216 SQ.FT.) SECOND FLOOR X DECK AT REAR OF HOUSE. NEW 5/4 X 6 COMPOSITE DECKING 0 fV EXIST.FLAT ROOF OVER MUDROOM BELOW— ----- - -- __ EXIST.GUARD RAIL `-`—` _ EXIST.GUARDRAIL GENERAL NOTES 1. All work shall conform to the requirements of the Residental Code of New York EXIST.BALCONY _ o EXIST.BALCONY State, County and Town Department Regulations, Utility Company requirements and REPLACE DECKING REPLACE DECKING best trade practises. 2. Before commencing work the Contractor shall file all documents required by the -- Building Department, pay all fees required by local agencies and obtain all required EXIST.WINDOW EXIST.SLID.GL.DOOR EXIST.SLID.GL.DOOR permits. 3. The Contractor shall visit the site and verify all dimensions and the existing conditions affecting the work prior to construction. Any discrepancies which would interfere with the satisfactory completetion of the work described herein shall be reported to the architect or property owner. Do not start work until such conditions have been examined and a course of action mutually agreed upon. Failure to notify the owner or architect of unsatisfactory conditions will be construed as an acceptance KITCHEN LIVING ROOM of the conditions to properly perform the required work. 4. All work is to conform to the drawings and specifications of the architect and engineer consultants. 5. The Contractor is to maintain a complete and up to date set of plans on the job site at all times 6. The drawings are not to be scaled under any circumstances. 7. It shall be the Contractor's responsibility to ascertain all prevailing procedures including storage and toilet facilities,protection of existing work to remain,access to work area, hours of permitted work,availability of water and electric power and all other conditions and restrictions for this particular location in order to execute the EXIST. 2ND FLOOR work in a careful and orderly manner with the least possible disturbance to the public. PROPOPROPOSED 2ND FLOOR DECK 8. The Contractor shall make the neccesary arrangements to utilities and services SED temporarily disconnected while performing the work as required. 1/411 = 1 1-0 " 9. The Contractor shall provide all dimensions and cut-outs for other trades. 10.The Contractor shall provide proper shoring and bracing for all remaining structure r-o° o° o° r-o" prior to removal of existing structure. 11. Plumbing,electrical, HVAC and similar work shall be performed by licensed 1 14"DIA.POUR.CONC.PIER persons who shall arrange for and obtain all required inspections. The General @ 36"MIN,BELOW FIN.GRADE Contractor shall be responsible for scheduling all other inspections as required. 12.The Contractor is solely responsible for construction safety and shall hold the — — — — — 6X6 ACQ POST 701 ANCHORED TO PIERS W1 g g owner and architect harmless from liti ation arising out of the Contractor's failure to SIMPSON PPBZ PORCH POST BASE 3-2X12 ACQ GIRDER provide construction safety means and methods. ATTACHED TO POST W/ I W/1"STANDOFF&EPDXY COATING SIMPSON LPC POST CAP OR EQUIVALENT I I— — — — — — — — — — — — — — — -- W I EXIST ROOF ABOVE CONSTRUCTION NOTES �n W °W �Z aI ( 1. All footings shall rest on undisturbed soil at a minimum of 36"below fin. grade. °W a o m 2. Poured concrete shall have a minimum psi of 2800 at 28 days unless noted. o �rif Of0 3. Sill plates shall be preserved, treated wood and be installed above a 16 oz. L, W= termiteOOM 0 CO copper o= N ( 4. Shingle siding shall conform to ASTM D 3679 and be installed in accordance o o M w I ( with the New York State Building Code and manufacturers specifications. u=rn0(D 5 a = — — — — — — — — — — — _ — — _ — 5. Pilings shall be installed by a licensed contractor to a depth and bearing agreed CO Z- — — upon by an engineer and certificates shall be issued stating same. � — N Q CO ZQ� EXIST.BALCONY ABOVE � EXIST BALCONY ABOVE O 2-2X12 LEDGER 6. Unless otherwise noted all framing and structural wood components shall be p FASTENED TO HOUSE FRAMING &SOLID BLOCKING W/ #2 or better Douglas Fir. p SIMPSON 1/2'x6"SDWS EPDXY COATED 7. All framing techniques and methods shall be as prescriptive design based on TIMBER SCREWS @ 12"oc STAGGERED - — — — — — — — — — — — — — _ AF&P Wood Frame Construction Manual for One and two Family Dwellings(WFCM) - - oras specified im R301.2.1.1 EXIST.2X4 @ 16"QC ❑ 8. All building envelope components shall comply with Chapter 6 of the Energy ADD SOLID BLOCKING @ LEDGER ATTACHMENT Conservation Code of the State of New York. 9. Fireblocking shall be provided in all wood framed construction in accordance et with NYS Code R 602.8 to form an effective fire barrier between stories and between the top story and roof space. 10. Protective panels shall be provided for glazed openings in accordance with /lo NYS code R301.2.1.2 if they are required. b\ T 11. All portions of the new structure are designed to comply with local geographic and climatic criteria as stated in the following table. GEOGRAPHIC & CLIMATE DESIGN CRITERIA GROUND SNOW LOAD 45 ps1 _JV WIND SPEED 130 MPH SEISMIC DESIGN CATATGORY B WEATHERING SEVERE FROST LINE DEPTH 36" EXIST. FIRST FLOOR TERMITE THREAT MODERATE TO HEAVY DECAY SLIGHT TO MODERATE PROPOSED 2ND FLOOR DECK WINTER DESIGN TEMPERATURE 11 1/4 1 FLOOD HAZARD AS NOTED I i DECK GUARD RAIL TO MEET CODE 36"MIN.HIGH � GUARD RAIL TO CODE 4"MIN SPACE BETWEEN BALUSTERS 0 2-2X10 BLOCKING BETWEEN EXISTING CANTILEVERED 2X8 DECK JOISTS @ GUARD RAIL BALCONY JOISTS TO REMAINPOST ATTACHMENTS — — — — 2X10 @ 16"OC DECK JOISTS ADD SOLID BLOCKING ANCHOR 2X10 DECK JOISTS TO ANCHORED TO GIRDER W/ @ LEDGER ATTACHMENT TOP OF LEDGER W/HS HURRICANE TIES SIMPSON HS HURRICANE TIE 16"OC 2-2X12 LEDGER 3-2X12 ACQ GIRDER EXIST 2X4 e° FASTENED TO HOUSE FRAMING ATTACHED TO POST W/ &SOLID BLOCKING W/ SIMPSON LPC POST CAP SIMPSON 1/2"Y6"SDWS EPDXY COATED OR EQUIVALENT TIMBER SCREWS @ 12"OC STAGGERED X4X4OSS BRACINGED TO POST&W/SIMPSON KBS1ZERS OR EQUAL v ��P C o tj 6X6 ACQ POST ANCHORED TO PIERS W/ SIMPSON PPBZ PORCH POST BASE W/1"STANDOFF&EPDXY COATING DECK PLAN, SECTION & ELEVATION PAVER PATIO �oARO77006 �c`�c� SCALE AS NOTED MAY 2023 ESSIO�P (V EXIST.FOUNDATION 0 14"DIA.POUR.CONC.PIER LI 9 L_ I L I L- A 101 SECTION #1 ELEVATION 1 OF 1 1/4 _ 1 .-011 1/4 = 1 -011 i` PO BOX 49 AN CHAMBERS j SOUTHOLD NY 11971 631-294-4241