HomeMy WebLinkAbout49916-Z TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERKS 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#: 49916Date: 10/20/2023
Permission is hereby granted to:
VNE LLC
..... .._..._ _ ..........
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ly ,NY 11231mmm �m ................._..... __ ..... ........__
To: Construct an accessory inground swimming pool / spa combination to an existing
single-family dwelling. Pool and pool equipment must maintain a rear and side yard
setback of 15 feet.
At premises located at:
1105 Cedar Dr S, East Marion
SCTM # 473889
Sec/Block/Lot# 31.-3-11.7 .
Pursuant to application dated 1016/2023„ and approved by the Building Inspector..
To expire on 4/20/2025.ITITITIT
Fees:
SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $300.00
CO- SWIMMING POOL $100.00
----------------------------------
Total: $400.00
Building Inspector
TOWN OF SOUTHOLD—BUILDING DEPARTMENT
k Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959
a.,kkA,
� i Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtowM.gov
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only E C W
q9
PERMIT NO, I ri Building Inspectors
CT 2023
Applications and forms must be filled out in their entirety. Incomplete
applications will not be accepted. Where the Applicant is not the owner,an SuP,"',ncs
Owner's Authorization form(Page 2)shall be completed. Town s,a boui oM
Date:09/20/2023
OWNER(S) OF PROPERTY:
Name:VNE LLC SCTM#1000- 3 ' _ 3 _ 1 l• 1
Project Address:1105 CEDAR DRIVE SOUTH, EAST MARION, NY
Phone#:718-869-2459 Email:nicoledelengos@gmail.com
Mailing Address:266 80th Street, Brooklyn, NY 11209
CONTACT PERSON:
Name:Peter Andrino
Mailing Address:266 80th Street, Brooklyn, NY 11209
Phone#:917-681-0877 Email:peteandrino@gmail.com
DESIGN PROFESSIONAL INFORMATION:
Name:
Mailing Address:
Phone#: Email:
CONTRACTOR INFORMATION:
Name:Andrino Contracting
Mailing Address:40-41 189th StQueens, NY 11358
Phone#:917-681-0877 1Email:peteandrino@gmail.com
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure DAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
DOther Pool $
[Will the lot be re-graded? ❑Yes El No Will excess fill be removed from premises? ❑Yes ❑No
1
PROPERTY INFORMATION
Existing use of property:Land Intended use of property:Slllgle Family Home
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
this property? ❑Yes ENO IF YES, PROVIDE A COPY.
"hec,k Box After Read!Big. 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):VN E LLC ❑Authorized Agent ROWner
Signature of Applicant: Date: 09/20/23
STATE OF NEW YORK)
SS:
COUNTY OF Kings )
Nicole Delengos being duly sworn, deposes and says that (s)he is the applicant
(Name of individual signing contract) above named,
(S)he is the Corporate Officer
(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
20th day of September 2023
Notary Public
REGINA R RA
rQualified
RY PUBLIC,STATE OF NEW YORK
RRQ. 1'°') II IME (w� lri°i 11 ) r"1 1' gistration No. 01RI6317647
Where thea applicant Is notM
( .pp..:ww .. .the owner) in Richmond County
mission Expires January 12, 2027
(, 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
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CODES AND STANDARDS CONCRETE FORMWORK CONCRETE REINFORCEMENT REINFORCEMENT ANCHORAGE SCHEDULE
TABULATED VALUES ARE GIVEN IN INCHES & ARE CALCULATED FOR fy=60,000 P.S.I.
1 ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 1 ALL CONCRETE FORMWORK SHALL COMPLY WITH THE 1 . ALL CONCRETE DETAILS AND CONSTRUCTION ARE TO
LATEST EDITION OF ACI 347 RECOMMENDED PRACTICE COMPLY WITH THE LATEST EDITION OF THE ACI 301 & STONE CONCRETE
"BUILDING CODE OF THE CITY OF NEW YORK" LATEST ( ACI 318 CODE AND LOCAL CODE. 3000 P.S.I. 4000 P.S.I. 5000 P.S.I. s000 P.S.I. 7000 P.S.I. 8400 P.S.I. 9800 P.S.I.
EDITION, WITH THE SPECIFICATION AND WITH THE FOR CONCRETE FORMWORK) PS-1 (CONSTRUCTION AND f'
REGULATIONS OF ALL GOVERNMENTAL AGENCIES HAVING INDUSTRIAL PLYWOOD) AND 301 AND BRACING. 2. REINFORCING TO BE DEFORMED BARS, NEW BILLET BAR
SLABS ALL OTHER MEMBERS SLABS ALL OTHER MEMBERS SLABS ALL OTHER MEMBERS SLABS ALL OTHER MEMBERS SLABS ALL OTHER MEMBERS SLABS ALL OTHER MEMBERS SLABS ALL OTHER MEMBERS
JURISDICTION. STEEL A.S.T.M. A— 615 DESIGNATION GRADE 60. ALL SIZE u I& u ut a m u I ut u ut tau, m u W u ut tau t� u tdt u tdt u� t� u tdt u ut tdh t� u I ut u I W u m u tau I ut (A m
2 PROVIDE BRACING TO ENSURE STABILITY OF FORMWORK. BARS ARE TO BE WIRED IN PLACE. #3 12 13 12 13 8/6 8 12 12 12 12 7/6 8 12 12 12 12 6/6 8 12 12 12 12 6/6 8 12 12 12 12 6/6 8 12 12 12 12 6/6 8 12 12 12 12 6/6 8
2 NEW YORK CITY FIRE PREVENTION AND BUILDING CODE SHORE OR STRENGTHEN FORMWORK SUBJECT TO OVER #4 16 21 13 17 11/8 11 14 18 12 15 9/7 9 13 17 12 13 8/6 9 12 15 12 12 8/6 9 12 14 12 12 7/6 9 12 13 12 12 7/6 9 12 12 12 12 6/6 9
STRESSING BY CONSTRUCTION LOADS. 3. WELDED WIRE MESH SHALL CONFORM TO A.S.T.M. #5 24 31 16 21 14/10 14 21 27 14 18 12/8 12 19 24 13 17 11/7 11 17 22 12 15 10/7 11 16 21 12 14 9/6 11 14 19 12 13 8/6 11 13 17 12 12 8/6 1 11
3 WHERE MORE STRINGENT, THE LATEST EDITION OF THE A-185. #6 33 43 20126 16/12 16 28 37 17 22 14/10 14 25 33 15 20 13/9 14 23 30 14 18 12/8 14 22 28 13 17 11/8 14 20 26 12 15 10/7 14 18 24 12 14 g/6 14
FOLLOWING CODES SHALL APPLY TO WORK: 3 THE FORMWORK DESIGN SHALL BE SUBMITTED TO THE #7 53 69 29 37 19/13 19 46 60 25 32 17/12 17 41 53 22 29 15/10 16 37 49 20 26 14/9 16 35 45 19 24 13/9 16 32 41 17 22 11/8 1s 18 38 1s 21 9/6 1s
A ACI 301 , "SPECIFICATION FOR STRUCTURAL STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL. 4. PLACE, SUPPORT, AND SECURE REINFORCEMENT #g ss 85 35 45 22/15 22 57 74 30 39 1x/13 19 51 66 27 35 17/12 18 46 60 24 32 15/11 18 43 56 23 29 14/10 18 39 51 21 27 13/9 18 36 47 19 25 12/8 18
CONCRETE FOR BUILDINGS" AGAINST DISPLACEMENT. DO NOT DEVIATE FROM
B AISC "SPECIFICATION FOR THE DESIGN, 4 ALIGN JOINTS AND MAKE WATERTIGHT. KEEP FORM REQUIRED POSITION. #9 80 10 43 56 25/17 25 69 90 37 48 21/15 21 62 80 33 43 19/13 20 56 73 30 39 17/12 20 52 68 28 36 16/11 20 48 62 26 33 15/10 20 44 57 24 31 14/10 20
FABRICATION, AND ERECTION OF STRUCTURAL
JOINTS TO A MINIMUM. #10 96 124 53 69 28/19 28 83 10 46 59 27/17 24 74 96 41 53 22/15 23 68 88 37 49120/14 23 63 81 35 45 18/13 23 57 741 32 41 17/12 23 53 69 29 38 15/11 23
STEEL FOR BUILDINGS 5. MAINTAIN CONCRETE CLEAR COVER AROUND #11 112 146 63 82 31/22 31 97 126 55 71 27/19 27 87 113 49 64 24/17 25 79 103 45 58 22/15 25 73 96 41 54 20/14 25 67 87 38 49 18/13 25 621 81 1 35 4617/12 25
— ALLOWABLE STRESS DESIGN, NINTH EDITION 5 OBTAIN APPROVAL BEFORE FRAMING OPENINGS IN REINFORCING AS FOLLOWS.
— LOAD RESISTANCE FACTOR DESIGN, THIRD EDITION STRUCTURAL MEMBERS WHICH ARE NOT INDICATED ON E E E E E E E E E E E E E E
DRAWINGS. NOTES , , ,
C AISC "CODE OF STANDARD PRACTICE FOR STEEL ITEM COVERAGE A A& A&B A& B/C D A A&B A&B A& B/C D A A&B A&B A& B/C D A A& A&B A& B/C D A A&B A& A& B/C D A A&q A&B A& =B/CDAA&B A& A& B/C JD
BUILDINGS AND BRIDGES" LATEST EDITION EXCEPT 6 APPLY FORM RELEASE AGENT ON FORMWORK IN BEAMS 1 .5 INCH
THAT SECTION 6, 7, 8, AND 10 ONLY, SHALLCOLUMN TIES 1 .0 INCH
APPLY TO 'THE WORK ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. SUPPORTED SLAB 1 .0 INCH
D "STRUCTURAL WELDING CODE—STEEL" ANSI/AWS 7 APPLY FORM RELEASE AGENT PRIOR TO PLACEMENT OF WALLS 3.0 INCH
D1 .1 , BY THE AMERICAN WELDING SOCIETY REINFORCING STEEL, ANCHORING DEVICES, AND (EXPOSED TO WEATHER OR BACKFILL) NOTE A:
FOOTINGS AND CONCRETE GLOSSARY:
E "BUILDING CODE REQUIREMENTS FOR REINFORCED EMBEDDED ITEMS. FORMED AGAINST EARTH 30 INCH USE a TABULATED VALUES WHEN HAVE LESS THAN 12' OF CONCRETE BELOW u = DEVELOPMENT LENGTH (IN.) =LENGTH REQUIRED TO ANCHOR REINFORCING AT EACH
.
CONCRETE" ACI 318 BOTTOM OF BARS (ie: FOR BOTTOM REINFORCING AND FOR TOP REINFORCING IN END.
F "STRUCTURAL WELDING CODE—STEEL", ANSI/AWS 8 PROVIDE FORMED OPENINGS WHERE REQUIRED FOR SHALLOW BEAMS ).USE Idt WHEN BARS HAVE MORE THAN 12" OF ERESHLY = DEVELOPMENT LENGTH (IN.) =LENGTH REQUIRED TO ANCHOR TOP BARS HAVING
D1 .3, BY THE AMERICAN WELDING SOCIETY ITEMS TO BE EMBEDDED IN OR PASSING THROUGH PLACED CONCRETE BELOW BOTTOM OF BARS. MORE THAN 12" OF FRESH CONCRETE PLACED UNDER THEM.
G "BUILDING CODE REQUIREMENTS FOR CONCRETE CONCRETE WORK. NOTE B: = DEVELOPMENT LENGTH (IN.) OF HOOKED BARS (TO PERIMETER OF HOOK).
�
MASONRY STRUCTURES", ACI 53 AND POOL NOTES HOOKS SHAL NOT BE CONSIDERED EFFECTIVE IN REDUCING M VALUES = DEVELOPMENT LENGTH (IN.)
FOR BARS IN COMPRESSION.
"SPECIFICATIONS FOR MASONRY STRUCTURES" 9 LOCATE AND SET IN PLACE ITEMS WHICH WILL BE CAST
DIRECTLY INTO CONCRETE. (COMPRESSION DEVELOPMENT LENGTHO).
1 — THIS PLAN IS DESIGN IN ACCORDANCE WITH NATIONAL FOR EPDXY COATED BARS MULTIPLY LENTHS BY:
4 AMERICAN SOCIETY FOR TESTING OF MATERIALS (ASTM) 10 INSTALL WATER STOPS CONTINUOUS WITHOUT DISPLACING SPA 8c POOL #3 AND #4 BARS — 1.2 FOR uAND to
,Wt
#5 AND LARGER — 1.5 FOR Id, U1 AND U
GENERAL NOTES REINFORCEMENT. INSTITUTE AND ACI. FOR LIGHTWEIGHT CONCRETE MULTIPLY LENGTHS BY 1.3
2— THE POOL SHALL BE BUILT TO COMPLAY WITH THE
CAST- IN - PL-ACE CONCRETE APPLICAABLE NOTE C:
CONTRACTOR RESPONSIBILITY WILL CONSIST OF BUT NOT BE
HEALTH AND LOCAL CODES. LOWER VALVES OF DEVELOPMENT LENGHT OF HOOKED BARS, tl , MAY BE USED
3— THE POOL SHALL REST ON UNDISTURBED SUITABLE SOIL.
LIMITED TO THE FOLLOWING: ANY UNSUITABLE SOIL SHALL BE REMOVED AND FOR HOOKS WITH SIDE COVER (NORMAL TO PLANE OF HOOK) NOT LESS THAN
1 ALL CONCRETE DETAILS AND CONSTRUCTION ARE TO 2 1/2 in.,AND FOR 90 DDEG HOOK WITH COVER ON BAR EXTENSION BEYOND
1 ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH COMPLY WITH THE LATEST EDITION OF ACI 301 , ACI REPLACED HOOK NOT LESS THAN 2 in.
THE REQUIREMENTS OF BUILDING CODES SHOWN ABOVE. 318, ACI 614. WITH CRUSHED STONE.
4— SHOTCRETE SHALL BE 1 (PART CEMENT TO 3y2 PART NOTE D:
2 THE CONTRACTOR SHALL REVIEW THE REQUIREMENTS OF 2 CONFORM TO ACI 305R WHEN CONCRETING DURING SAND.
THE BUILDING WITH THE OWNER TO DETERMINE THE USE OF HOT WEATHER. WATER CONTENT SHALL BE 3 GAL. PER CEMENT SACK. HOOKS SHAL NOT BY CONSIDRED EFFECTIVE IN REDUCING M VALUES
AREA, RAMPS, ETC. ANY RELATED COSTS OR CHARGES 5— ALL PIPING SHALL BE PVC. SCHEDULE 40. (COMPRESSION DEVELOPMENT LENGTH).
THERETO SHALL BE INCLUDED IN THE COST OF THE 3 CONFORM TO ACI 306R WHEN CONCRETING DURING 6— ELECTRICAL WORK SHALL BE COMPLETED ACCORDING TO NOTE E:
WORK. COLD WEATHER.
THE FOR SLABS WITH 1 1/2" OR MOR COVR, USE VALUES FOR 'ALL OTHER MEMBERS" CONSULTANTS:
LATEST NEC. �
3 THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR 4 CEMENT — ASTM C150 TYPE I. 7— POOL EQUEPMENT:- MJ ENGINEERING & DESIGN
ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, a)— 60 SQ.FT. PERMAGLASS FILTER (HAYWARD
SEQUENCES AND PROCEDURES, AND FOR THE 5 JOINT FILLER TYPE ASTM D1752; PRE MOLDED PRO—GRID D.E.)
COORDINATION OF ALL PORTIONS OF THE WORK. SPONGE RUBBER, FULLY COMPRESSIBLE WITH WITH SEPARATION TANK. MJIE&D
RECOVERY RATE OF MINIMUM 95 PERCENT. b)— TWO (2) 1 .5 HP PUMPS (HAYWARD SUPER Ii
4 THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION PUMP. l �} ENGINEERING & DESIGN
6 MIX CONCRETE IN ACCORDANCE WITH ACI 304.
AND SAFETY OF ALL PERSONS, EXISTING FACILITIES AND 8— #8 GROUND WIRE TO PICK UP STEEL REINFORCEMENT
EXISTING EQUIPMENT AND DISPLAYS AT THE DELIVERY CONCRETE IN ACCORDANCE WITH ASTM C94. AND 0 236 Ernston Rd CT Parlin, NJ 08859
CONSTRUCTION SITE AND THROUGHOUT ALL AREAS ACCESSORIES AND CARRY TO JUNCTION BOX. �. Phone : (2011) 365-8065
AFFECTED BY THE NEW CONSTRUCTION. 7 PROVIDE CONCRETE TO MEET THE FOLLOWING CRITERIA: g— POOL FILL LINE TO BE EQUIPPED WITH ANTI—SYPHON ® www.mjenglineering.org
DEVICE. a myoussefgmjengineering.org
5 THE CONTRACTOR SHALL THOROUGHLY VERIFY ALL a) COMPRESSIVE STRENGTH 28 DAYS: 10—POOL AREA TO BE ENCLOSED WITH SEAFETY FENCE
DIMENSIONS AND FIELD CONDITIONS AT THE JOB SITE. 1 . FOUNDATION GRADE BEAMS 5000 PSI. DURING
ANY AND ALL DISCREPANCIES SHALL BE REPORTED TO THE 2. ALL CONCRETE SLABS WILL BE 4500 PSI. CONSTRUCTION.
ENGINEER; OTHERWISE, THE CONTRACTOR SHALL BEAR b) SLUMP: 3 TO 4 INCHES. 1 1 —POOL TO BE ENCLOSED WITH 4 FOOT HIGH
ALL COSTS TO COMPLETE THE WORK AS INTENDED ON THE c) MAXIMUM WATER/CEMENT RATIO: 0.45 NON—CLIMBING FENCE
DRAWINGS. WITH SELF LATCHING GATES.
8 ENSURE REINFORCEMENT, INSERTS, EMBEDDED PARTS, NO. DATE REVISION
6 MAINTAIN, PROTECT AND RELOCATE (IF REQUIRED) FORMED JOINT FILLERS AND ANCHORS ARE NOT DESIGNER: M.Y.
LIGHTING AND POWER CONDUITS, DUCTS, PIPES, WIRES DISTURBED DURING CONCRETE PLACEMENT. DRAWN BY: F.I.
(EXPOSED AND CONCEALED), DURING CONSTRUCTION.
INSULATE ALL CONSTRUCTION EQUIPMENT FROM THE 9 VERIFY REQUIREMENTS FOR CONCRETE COVER OVER CHECKED BY: M.Y.
GROUND TO AVOID ACCIDENTAL GROUNDING. REINFORCEMENT. Design No.: Facility Code: Date:
09/20/2023
7 THE STRUCTURAL DRAWINGS SHALL BE USED IN 10 NOTIFY THE ENGINEER MINIMUM 24 HOURS PRIOR TO
CONJUNCTION WITH THE PROVISIONS OF ALL CONTRACT COMMENCEMENT OF OPERATIONS. Project:
DOCUMENTS (THE SPECIFICATIONS, ARCHITECTURAL,
MECHANICAL AND ELECTRICAL DRAWINGS ETC.) 11 VERIFY THAT ANCHORS, SEATS, PLATES,
REINFORCEMENT AND OTHER ITEMS TO BE CAST INTO 1105 CEDAR DRIVE SOUTH
8 THE CONTRACTOR SHALL MAKE NO DEVIATION FROM THE CONCRETE ARE ACCURATELY PLACED, POSITIONED
DESIGN DRAWINGS WITHOUT PRIOR WRITTEN APPROVAL OF SECURELY, AND WILL NOT CAUSE HARDSHIP IN EAST MARION, NY
THE ENGINEER. PLACING CONCRETE.
COUNTY OF SUFFOLK
9 IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAKE SURE 12 MAINTAIN CONCRETE WITH MINIMAL MOISTURE LOSS AT
THAT EXISTING ADJOINING STRUCTURES ARE NOT RELATIVELY CONSTANT TEMPERATURE FOR PERIOD
DISTURBED AND UNDERMINED DURING ENTIRE NECESSARY FOR HYDRATION OF CEMENT AND
CONSTRUCTION PERIOD. TEMPORARY BRACING AND/OR HARDENING OF CONCRETE. Drawing Title:
TOORING SUPPORTALL ALLBE LOADS TO WHICH THE WHERE STRUCTURE MAYARY BE 13 DO NOT PATCH, FILL, TOUCH—UP, REPAIR, OR GENERAL NOTE AND
SUBJECTED. SUCH BRACING SHALL BE THE RESPONSIBILITY REPLACE EXPOSED CONCRETE EXCEPT UPON EXPRESS
OF THE CONTRACTOR AND SHALL BE LEFT IN PLACE AS DIRECTION OF ENGINEER FOR EACH INDIVIDUAL AREA. DETAILS
LONG AS REQUIRED FOR SAFETY AND IS SUBJECT TO 14 REPAIR OR REPLACEMENT OF DEFECTIVE CONCRETE
CONTROLLED INSPECTION. CONTRACTOR SHALL WILL BE DETERMINED BY THE ENGINEER. Drawing No.:
SUBMIT PROCEDURE, DESIGN CALCULATIONS AND
DETAILED DRAWINGS FOR THE COMPLETE PROPOSED
OF NEty�
SUPPORT SYSTEM TO ENGINEER FOR APPROVAL. ,��
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^ 09/20/2023
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8" REINFORCED CONC. .
WALL
Project:
#4 @ 6" O.C. E.W.
IN FLOOR & WALLS
SECTION B-B
1105 CEDAR DRIVE SOUTH
�3SCALE: 1/2"=1'-0» EAST MARION, NY
COUNTY OF SUFFOLK
SECTION DETAIL & SKIMMER RETURN
53 SCALE: 3/4"=1'-0"
Drawing Title:
POOL SECTIONS
Drawing No.:
OF NE{v Y
Yo�ss��o�� s3 - 00
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