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Home My WebLink About47987-Z a 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#: 47987 Date: 6/23/2022 Permission is hereby granted to: Annunziata Paul _...._.. u n . www....w. .wwwwwww �._. 2403 Camp MineolaRd .......... _. Mattituck NY 11952 To: Construct interior alterations at existing accessory garage as applied for, with SCHD approval. Additional certification may be required. At premises located at: 2403 Camp Mineola Rd Ext., Mattituck SCTM-#473889 Sec/Block/Lot# 122.-9-7.14 Pursuant to application dated _3/21/2022 and approved by the Building Inspector. To expire on 12/23/2023._w Fees: ALTERATION OF ACCESSORY BUILDINGS $311.60 CO-ACCESSORY BUILDING $50.00 Total: $361.60 Building Inspector 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) 765-9502 ht s: ww. outlo'tdtowrn pow Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO, Building Inspector:_.. BUlR.DHC.i Ot�)"I. 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. Dater OWNER(S)OF P OPERTY: 7 Name: „ ��sr SCTM # 1000- ,111A, 14411c", Project Address: C;2�lo3 Phone#:6 3/ w Email: Mailing Address: ""' ? ' CONTACT PERS/ON: Name: // '4- �, '/ G✓ ,, Mailing Address: Phone#: Email: ' Ito—, DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: Phone#: Email: CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition D 4lteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes 5-1\lo Will excess fill be removed from premises? Dyes 2kIVo 1 PROPERTY INFORMATION Existing use of property: r��, �' Intended use of property: & Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes ... 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 411 ��' 17 4 U/1 Zf1C4_1�� ❑Authorized Agent WQwner Signature of Applicant: ^��"' � '�,� �� Date: STATE OF NEW YORK) SS: COUNTY OF S If-0, n U nz 1 J being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)he is the (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 N-C , 20 2-2— Notary Public TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 PROPERTY OWNER AUTHORIZATION QUALIFIED IN SUFFOLK COUNTY (Where the applicant is not the owner) COMMISSION EXPIRES JUNE 30,2_ c� residing at_ t . /�/.�►P.1X do hereby authorize _._, to apply on my behailding C? partment for approval as describe herein. wner's Signature Date Print Owner's Name 2 7n E Ga 01 t .0 T z ------------------------- WATER MAIN-----0 - -____ ---------- o - EX. CAMP MINEOLA ROAD( RI- ------ ROAD) m 50 ROW N 4-34'20"E 205. M N ------ ---- ---- --2 LIQUID D-KH cn ml 18, cn ZZ, G4 76 all > z rri lc� Z --7 m �+� I..,.�...``A`"'V < > 52> CO M M z x m N x > ZO tsv oil F9 c) -a — . �i'), 1 711 C0 0 2'E D Cf) O O > 0 m om 0 1&Z'MN -n OY m mo m >> m 9!2— 3i C) P R 0 M8 < m< m 2 >m Ln M —W, , -------------- F M. >= Z-11 c > zom� -m > OG7 O A m- 0 V5 ZZ M 0 > C,) 00, PR - r1 mym am moo > > Z> 1 3� ;>. �g Z- F C, m o m 0 1; c� c o M 0 I <T 0- 0 � > MW m Z 0 0 t 06 0 tt, S 0 z -0, > M) z CD > I' ... ..,M...y"M'*" r Wµ.'?'!!4P.06M..K,. .,wM�n .M.' ,..^9w,:�„�G._u C J 5 w Z CD N0 Z > K > a Z K Z > CD > -a N > C) > X C= id 2 9 o m ;u > F)"v H"''. x 0 m 0 > t�; CO C, z z m 5m a cn > U 4 � SS�SSd�2S +L 77 3"PVC VENT &11R3/a THROUGH ROOF BATH PLUMBING SPECIFICATIONS: r I I�3 34 INSTALLATION I I *ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE NEW YORK STATE BUILDING I I i CODE AND LOCAL PLUMBING CODES. TV I 2ND FLOOR * THE GAS,WATER LINE,AND WASTE PIPES ARE TO BE PROPERLY SUPPORTED AT INTERVALS 3" 11/2' I SPECIFIED BY THE BUILDING CODE.STEEL CLEVIS CO HANGERS ARE TO BE USED WHEN PIPES ARE ROUTED ABOVE THE FLOOR. 3" *ALL FOUNDATION AND/OR FLOOR PENETRATIONS FOR GAS,WATER LINES AND WASTE PIPES ARE TO BE EQUIPPED WITH SLEEVES. 3" 3" WATER SUPPLY PLUMBING *FURNISH AND INSTALL ALL NEW PIPES AND VALVES AS SHOWN IN THE PLANS. GARAGE FLOOR * ALL WATER SUPPLY LINES(HOT AND COLD)ARE TO BE TYPE'L!RIGID COPPER TUBING SIZED AS SHOWN ON THE DRAWINGS. CO 3" TO SEPTIC SYSTEM'__ *ALL WATER SUPPLY PIPING IS TO BE INSULATED WITH 1 INCH THICK CYLINDRICAL MOLDED CAST IRON PIPE THROUGH FOUNDATIO GLASS FIBER TYPE INSULATION WITH A 3'/LB.DENSITY. *ALL SOLDER JOINTS ARE TO BE MADE WITH LEAD FREE SOLDER. THE PLUMBER IS TO PROVIDE SANITARY WASTE PLUMBING RISER D RAW I N G THE OWNER WITH A PLUMBING CERTIFICATE AS REQUIRED BY THE BUILDING DEPARTMENT. *ALL SOLDER JOINTS ARE TO BE WIPED SMOOTH. *WATER VALVES ARE TO BE BALL TYPE VALVES.THE EXPOSED VALVES ARE TO BE GATE TYPE VALVES AND NIPPLES TO FIXTURES ARE TO BE CHROME PLATED. ALL PIPES EXITING FINISHED DEDICATED 20 AMP GFCI OUTLET BATH FLOORS OR WALLS ARE TO BE EQUIPPED WITH CHROME PLATED ESCUTCHEONS. *ALL WATER SUPPLY PIPING TO BE PRESSURE TESTED.THE INITIAL TEST IS WITH NO TO BE WIRED TO EX. ELEC. PANEL Anti Freeze Type CONNECTION TO THE FIXTURES AND IS TO BE DONE BY CAPPING ALL OPENINGS AND Hose Bibb at Garage PRESSURIZING THE PIPING SYSTEM WITH COMPRESSED AIR TO A MINIMUM PRESSURE OF 150 PSIG. THE PRESSURE IS TO MONITORED FOR 2 HOURS AND WILL BE CONSIDERED TO BE LEAK 3'-4" CEILING HEIGHT AT WALL FREE IF THE PRESSURE REMAINS CONSTANT DURING THE TEST PERIOD.AFTER SUCCESSFUL � � COMPLETION OF THIS TEST,THE FIXTURES ARE TO BE CONNECTED AND THE SYSTEM IS TO BE GFCI New Building Shut Off Valve in garage =' :� TESTED AT A PRESSURE OF 90 PSIG FOR A PERIOD OF 2 HOURS. THE TESTS SHALL BE WITNESS al 0 BY THE OWNER'S REPRESENTATIVE. 1/2"CW *THE WATER SUPPLY SYSTEM SHALL BE CLEANED BY FILLING THE SYSTEM WITH BATH EX CW FROM HOUSE WATER/CHLORINE SOLUTION WITH AT LEAST 50 PPM OF CHLORINE.THE PIPING IS TO ISOLATED 1/2"HW AND ALLOWED TO STAND FOR A PERIOD OF 24 HOURS. THE SYSTEM IS TO BE FLUSHED AT THE COMPLETION OF THE TEST. VANITY WITH LIGHT FIXTURE WINTERIZING DRAIN IN CELLAR WASTE PLUMBING n I � Expansion Tank =. N *FURNISH AND INSTALL ALL WASTE LINES,VENTS,AND FITTINGS AS SHOWN IN THE DRAWINGS. ~ I *ALL WASTE PLUMBING WITHIN THE BUILDING IS TO BE SCHEDULE 40 PVC. ALL RISERS AND SKYLIGHT WASTE LINES OVER LIVING SPACES TO BE CAST IRON PIPE. T 7'-0" CEILING HEIGHT *ALL FOUNDATION AND SLAB PENETRATIONS ARE TO BE EQUIPPED WITH SLEEVES 1 *FURNISH AND INSTALL PIPES AND HOUSE TRAPS BETWEEN THE BUILDING AND THE SEPTIC Super TANK. — EXHAUST FAN ss i *ALL HORIZONTAL WASTE AND VENT RUNS OF 2 INCH WASTE PIPE ARE TO PITCHED ATy INCH S PER FOOT.THE 3,4 AND 6 INCH WASTE AND VENT'PIPING SHOULD ALSO HAVE A Y4 INCH PER FOOT PITCH WHEREVER POSSIBLE WITH A MINIMUM PITCH OFY INCH PER FOOT. nNEW 2X4 STUD WALL *PROVIDE ALL VENTS SHOWN IN THE DRAWINGS, AS REQUIRED BY THE PLUMBING CODE,AND AS NECESSARY TO PREVENT SIPHONAGE OR BACK PRESSURE ON THE TRAP SEALS. Drain *PROVIDE CLEANOUTS AS SHOWN IN THE DRAWINGS.PROVIDE 18 INCH CLEARANCE AT ALL 2' X 6'-8" SUPPLY PLUMBING RISER DRAWING TRAP LOCATIONS. WOOD DOOR *ALL WASTE AND VENT PIPES AND WATER SUPPLY PIPES SHALL BE SUPPORTED BY PIPE HANGERS.THE HANGERS SHALL BE INSTALLED AT A MAXIMUM SPACING OF 4 FEET.ALL 0 0 VERTICAL RUNS ARE TO BE SUPPORTED AS REQUIRED BY LOCAL AND STATE CODES. 0 *PRESSURE TEST ALL WASTE AND VENT PIPING AT THE COMPLETION OF ROUGH IN.TIGHTLY OAK FLOORING THROUGHOUT L{) CLOSE ALL OPENINGS IN THE PIPING SYSTEM,AND FILL WITH WATER TO A POINT OF OVERFLOW, O C:) BUT NOT LESS THAN 10 FOOT HEAD OF WATER.THE WATER LEVEL IS TO REMAIN LEVEL FOR A CV F_ DECK MINIMUM OF 15 MINUTES TO BE CONSIDERED LEAK FREE. 10'-1" CEILING HEIGHT CONNECT EX. w 0 3Z LIGHTING CIRCUIT W ELECTRICAL NOTES: NOTES: * All wiring and equipment are to be be provided and installed by the Electrical contractor(EC)in General accordance with the National Electric Code(NEC)and Local Electrical Codes. * 1 -Occupancy classification-Residential Group R-3 TYP.) The EC will file all necessary forms and pay all fees for the electrical work shown on these drawings. BEAD-BOARD ON SIDE WALLS ( y The contractor will arrange for all inspections and secure a Fire Underwriters certificate which is to be 2-Type 5-Wood framed construction to be utilized. BUILDING. WORKSHOP ': ' turned over to the owner at the completion of the work. r 0WON OF SU sl!'-401[c *All foundation penetrations for entry of directly buried feeders are to be equipped with galvanized steel 3-Building height-18',fire area-584 s.f. sleeves.RMC is to be used at all other foundation and floor penetrations.The sleeves and conduit are 4-Design Criteria-NYS Residential Code R301.2.1.1 and utilized the to be installed prior to pouring of the foundation walls and floor slab. methods and procedures stipulated in Chapter 2 Engineered Design and *All panels and breakers are to be labeled. Chapter 3 Prescriptive Design in the American Forest and Paper 7-0�� CEILING HEIGHT Association Wood Frame construction Manual for One and Two Family *GFCI and convenience outlets are to be Lutron"Architectural Style"duplex type. See lighting designer Dwelling Units-High Wind Addition and ASCE 7. plans for lighting control panels and switches. 1/2" GYPSUM ON CEILING (TYP.) Electrical Notes: *Unless noted elsewhere in the Architectural Drawings,the following typical mounting heights above finished floor are required for the devices shown: 1-All electrical work shall be installed by a licensed electrician or the 6/13/22 TOWN COMMENTS owner. 5/4/22 TOWN COMMENTS -Switches —48" REVISIONS -Receptacles Centered on Baseboard 2-All electrical work shall be in accordance with the National Electric -Telephone&Computer Jacks-Centered on Baseboard Code. G -Power Panels 72"Top 23'-GVn 3,4 „ CEILING HEIGHT AT WALL The heights shown shall be to the bottom of the mounting box unless otherwise noted. , ' *All circuits feeding outlets and lighting are to be Arc Fault Circuit breaker protected. GARAGE 2ND *Install and wire all lighting fixtures,switches,outlets,as shown in the drawings. THE P 0 OSED S ACE FLOOR PLAN *All switch and outlet boxes,junction boxes,and pull boxes installed on the exterior are to be WILL B UNHEATED '1� /X 2 SCALE:1/2"=V-0" galvanized steel and rated for exterior use. *All exterior outlets are to be housed in weather proof enclosures. '— ANNUNZIATA RESIDENCE Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Scale: //4"=1'-0" Condon Engineering P C 2403 CAMPMINEOLA ROAD Education Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Professional Engineer,Architect,or Land Surveyor,to after any 1755 Si sbee Road Rem in any way.If an item bearing the seal of an Engineer,Architect,or Land Surveyor is Drawn by:JJC g MATTITUCK, New York altered,the aftering Engineer,Archftect,or Land Surveyor shaft affix to the item his/her Mattituck, New York 11952 seal and the notation"Altered by'followed by hismer signature and the date of such (631)298-1986 (631) 298-2651 Fax GARAGE 2N D alterations,and a spedfic description of the alteration. Date:3/18/2022 www.condonengineering.com FLOOR PLAN