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Home My WebLink About51094-Z TOWN OF SOUTHOLD offal w 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 #: 51094 Date: 8/21/2024 Permission is hereby granted to: Marratime Capital V LLC _ _._..._..... ............ ....._ 71 15th Ave Sea Cliff NY 11579 To: Construct an in-ground swimming pool accessory to an existing single-family dwelling as applied for per Planning Department clearing conditions and approvals. Pool and pool equipment require a minimum rear and side yard setback of 10 feet. At premises located at: 2215 Laurel Ave, Southold 473889 SCTM #..,��. . �.,. _ .... ...................... ds ................_......._......._......... Sec/Block/Lot# 55.-6-36.2 Pursuant to application dated 7/3/2024 and approved by the Building Inspector, To expire on 2/20/2026.- 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 Town Hall Annex 54375 Main Road P. O. Box 1 179 Southold, NY 1 1971-0959 11 , Telephone (631) 765-1802 Fax (631) 765-9502 1-aLs'. Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. F v I 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:07/01/24 OWNER(S)OF PROPERTY: Name:Marratime Capital V LLC SCTM# l000- -p(C,— Project Address: 2215 Laurel Avenue, Southold, NY 11971 �T Phone#:631 603 9092 Email:dmarra02@gmail.com Mailing Address:71 15th Avenue, Sea Cliff, NY 11579 CONTACT PERSON: Name:Brooke Epperson Mailing Address:PO Box 152, Mattituck, NY 11952 Phone#:631 603 9092 ,-i Email:bepperson@amparchitect.com DESIGN PROFESSIONAL INFORMATION: Name:Anthony Portillo Mailing Address:PO Box 152, Mattituck, N.Y.-1 1952 Phone#:631 603 9092 Email:aportillo@amparchitect.com CONTRACTOR INFORMATION: Name:AMP Build LLC Mailing Address:PO Box 152, Mattituck, N.Y. 11952 Phone#:631 603 9092 Email: DESCRIPTION OF PROPOSED CONSTRUCTION *New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ::]Other Inground Swimming Pool $80,000 Will the lot be re-graded? ❑Yes *No Will excess fill be removed from premises? Yes El No 1 .......... _.... �._ .. PROPERTY INFORMATION �I Existing use of property:vacant(have dwelling permit to construct) Intended use of property:Single Family Residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to hisproperty? MYes ❑No IF YES _ t , PROVIDE A COPY. R 80 Non-Conforming T® 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 210AS of the New York State Penal Law. Application Submitted By(print name):AMP Architecture BAuthorized Agent ❑Owner Signature of Applica Date: 07/01/24 STATE OF NEW YORK) SS: COUNTY OF Suffolk Brooke Epperson 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 1 202 Notary Pub DARCEE AUEENANQER NOTARY PUBLIC,STATE OF NEW YORK Registration No.01A00019644 Qualified in Suffolk County 4 II)III..:AR "Y OWNI:ER AUTHOFUZATION Commission Expires January 9,202+6 (Where the applicant is not the owner) residing at Constantino Marra 71 15th Ave, Sea Cliff, NY do hereby authorize AMP Architecture to apply on my behalf to the To f S hold Building Department for approval as described herein. 07/01/24 Owner's Signature Date Constantino Marra Print Owner's Name 2 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY 0 Stony Brook,50 Circle Road,Stony Brook NY 11790 P:(631)444-03651 F:(631)444-0360 www.d ecxy.gov October 6, 2023 AMP Architecture PLLC 1075 Frankville Rd Laurel, NY 11948 Re: Application ID 1-4738-00952/00005 Marratime Captial V LLC Project 705,751,2425 Laurel Ave, Southold, NY SCTM# 1000-55-6-35,36 SCTM# 1000-56-1-1 Dear Applicant, have received your request to obtain a definitive determination regarding a clearing time frame to protect the habitats of Northern long-eared bats for the development of the subdivision. Since the DEC has documented the summer occurrence of the Northern Long Eared Bat (NLE13) (Myods septenfrionalis),a species listed as"endangered" by both New York State and the US Fish &Wildlife Service, within 3 miles of the project location. We have determined that tree cutting at this location between March 1 and November 30 of any calendar year may result in the"take"of these endangered/threatened species ortheir habitat within the meaning of Environmental Conservation Law(ECL) §11-535.The term "take" is defined in part as the direct killing or injury of individual members of a protected species, interference with critical breeding, foraging, migratory or other essential behaviors, or the adverse modification of the species' habitat The"take"of a species listed as endangered or threatened is prohibited in the absence of a permit from this Department issued pursuant to ECL§11-535. In order to avoid an Endangered Species "flake," no tree cutting p activities must be conducted at the project site between the dates of March 1 and November 30 of any calendar year. If you have questions about the presence of protected species on or near your property, the potential effects of activities on these species or your responsibilities as a landowner or project sponsor under the Endangered Species Regulations please contact the Regional Wildlife Manager at (631) 444-0310. Sincerely Mar MacKinnon Environmental Analyst 2 cc: AMP Architecture PLLC, Wildlife, File Conservation Q I r E' f° fA eP�„ / •/ w W 03 d P / \ a ; ' N Ro •„ . �' I.!) R-80 \. O E c'1EG��t Q6Nr�,1' '� >; Cq O ACV zO a 1 Lf) cu >1 (� M C x (V �. O m �' C� I R N CD Id a 0a � o OPEN SPACE PARCEL ° D F - 4-J 71 PROPOSED SPLIT RAIL FENCE TO ��°gip lb-CN 9p�/ e4O BE MAINTAINED BY SOUTHOLD TOWN EL.=26.g3 �o.� U • EL.=24.86' N14035'10"W 156.22' LOCATION MAP (D �'y�� SCALE: NTS W r _ _ _ _ FADE KE : V c POOL EQUIPMENT - - - - - - - - - - - - 3�•?' 0) i6r8, ` - (5-00 I .00 PROJECT LOCATION & SCOPE Q • dJ SITE PLAN & ZONING DATA CL wry' _ _ _ O N - _ - _ \ PROPOSED GUNITE + - 50% AREA OF -LOT TO - �. - cv IN-GROUND SWIMMING\ REM P REMAIN AS �R.GO\/EN?�NT. — PROPOSED LAYOUTS PROP. POOL \ POOL I$ RESTRICTIONS DATED � IOI .00 DRYWELL - -5TH OF MAPCG 4 2O2 r PROPOSED SECTION PROPOSED CONST. DETAIL ol _ _ . . _ . . _ . . _ \\ I 1 PROP. _ _ PROP. STONE PATIO � 1 �_�� ' < 8" FROM GRADE; - - - - - - o I - - - - - - - - - - 1,000 SF I - - - - - - - - - - - . _ _ _ _ �RO�IE�T DATA : I - - r - I PROP. 4' HIGH POOL FENCE AS GL i - - - - I - - PER NYS GORE; PRO\/. �Dr-/J - - - SELF-LATCHING I$ I - _ _ _ ' ` _ PROJECT / ZONING DATA SELF-CLOSING GATE - - - - � i � � � � - � � z - - - I _ (Y _ TAX MAP # 1000-55 06-36.2 PROP. _ _ - J W BURIED _ _ _ PROPANE _ _ _ _ - lu Q ZONING DISTRICT 1 -50 NON-CONFORMING N\ \\N ( ` 1 F- u LOT AREA Ob ACRES ---- O u v \ I _ - - _ p � LOT CLEARING 50% MAX. AS PER SOUTHOLD TOWN APPROX. 460 _ . - I [L BOARD PLANNING APPROVAL LINEAR FEET OF - - - - - - - FENCING PROPOSED DWELLING - - - 3 z ---------� NOT PART OF THIS LOT SIZE 511 S.F. FILING - - - 50% OF LOT REQUIRED TO REMAIN 18,088.5 S.F. 0 c.� . _ _ _ _ (FRO - - AREA OF PROPOSED CLEARING 15,005.0 S.F. D.W. J III M I I A TOTAL AREA OF LOT TO REMAIN 15,172.0 S.F. ` ' _ ' ' _ ' _ - — LOT COVERAGE * i i PROP. STONE . - . - _ / PROJECT: + - _ - r - _ _ I WALKWAY ® GRADE - - _ - - N I� SOUTHOLD TOWN CODE 250-124 (B) . _ _ _ _ L�l _ _ _ _ DESCRIPTION (FOOTPRINT) AREA % LOT LAUREL AVENUE ` - - r - . _ ��___ O I 1 - - COVERAGE I I ROP. � 0 P TOTAL LOT AREA 36,177r0 S.F. LOT 2 I I. _ E.Pr A, O - ♦ _ ILu I V _ _ _ - _ PROPOSED DWELLING 4,2(o6.0 S.F. Ilb - - ' ` - \ \ - ` I} I PROPOSED to PROPOSED INGROUND POOL 800.0 S.F. 2.251 2215 LAUREL AVENUE ASPHALT SOUTHOLD, N.Y. 11971 m - - - - - - - PROP. � PROP. - _ _ _ 1 u.i I� _ _ _ �- . _ _ _ _ _ - _ _ L.P. L.P. - _ _ I I - - DRIVEWAY - _ _ - m TOTAL AREA OF ALL STRUCTURES 5066.0 S.F. 14.Ogo 1. . _ _ - - _ - _ - _ _ _ _ _ - - IH Iv - - ° MAXIMUM LOT COVERAGE ALLOWED: 20% DRAWING TITLE: . _ . _ . . _ . . _ _ . . . . . . . . _ _ _ _ . _ _ . . . _ o i� _ _ _ _ . . . _ PROJECT LOCATION & SCOPE I IQ- - - - - - - - - - ACCESSORY STRUCTURE REQUIREMENTS SITE PLAN & ZONING DATA SOUTHOLD TOWN CODE 4 TOWN BOARD REGULATIONS TOWER - - - - - - - - . . _ . . . - - - - - - - . - . - I I . - - . . _ - - - z IN-GROUND POOL REQ. PROPOSED COMPLIES . . . _ _ . . . _ . . _ . . . . . . - - - - . . . . . . . . 1 I . . . . . . _ . 311.E-7' PAGE: MINIMUM SIDE YARD 10.0' 52.2' YES . _ _ _ _ _ _ _ _ _ _ _ I I _ _ _ _ MINIMUM REAR YARD 10.0' 22.7' YES GP-100m00 S14°35'10"E 1 I 205.56' EL.=2-7.21' b b EL.=2-7Y SITE PLAN HATCH KEY: DATE: 07/01/24 1 OF 2 PROPOSED BUILDING ADDITION ----------------------------EXISTING WATER MAIN------------------------------------------------------------------------------------ SITE LAYOUT NOTES: A I. THIS IS AN ARCHITECT'S SITE PLAN 8 IS SUBJECT TO TO VERIFICATION BY A LICENSEDA� SURVEYOR. THE INFORMATION REPRESENTED ON THIS SITE PLAN 15 TO THE ARCHITECT'S BEST OF KNOWLEDGE. ` 2. INFORMATION WAS OBTAINED FROM �. SURVEY DATED NOVEMBER 6, 2023 AND 11 LX uu L vv- N 10I PQ PREPARED BY: YOUNG ASSOCIATES .,' -•pr ' s PROPOSED SITE FLAN 400 OSTRANDER AVENUE RIVERHEAD, N.Y. 11,101 50ALE: 1" = 15'-0' FOUNDATION. CONCRETE, AND MASONRY NOTES I$ SPEC•.IFIGATIONS 1. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT CLIMATIC GEOGRAPHIC DESIGN CRITERIA IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION 006UMENT B W BINDER APPLIES TO THE NE WORK BEING PERFORMED AND SHALL COORDINATE THE TOGETHER AT ALL TIMES. IT 15 ALSO THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, SUB-CONTRACTORS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. GROUND SNOW LOAD 25 LBS d 2. ALL FOOTINGS TO BEAR ON FIRM,VIRGIN,UNDISTURBED SOIL 40'-0" Q GENERAL 3. 501L TO HAVE MIN. BEARING CAPACITY OF (1) TON/50. FT., U.O.N. BASIC WIND SPEED 130 MPH Q I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE LLI APPLICABLE BUILDING DEPARTMENT. 4. FOOTINGS TO REST A MIN. OF 4'-0" BELOW GRADE, UNLE55 EXPOSURE CATEGORY B .w_I cc 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A W0RKMA14 LIKE MANNER. OTHERWISE NOTED ." ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING SEISMIC DESIGN CATEGORY B Q 4-J � . W 5ALLS TO BE POURED CONCRETE OF 51ZE SHOWN ON DRAWINGS, U.O.N. STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. of c 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION ALLS WEATHERING SEVERE W 3. ALL WORK SHALL CONFORM TO NATIONAL,STATE, AND LOCAL CODES UNTIL I� TIER OF FRAMING IS IN PLACE. _� AND AUTHORITIES HAVING JURISDICTION. FROST LINE DEPTH V-0" 0 ro 4. ALL UNN07ED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY -7• FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. z z OF THE OWNER/BUILDER TERMITE MODERATE TO HEAVY O ,C I,N Y SOLID WITH CONCRETE. cu 8. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED a 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS X N SHALL BE CLARIFIED WITH THE ARCHITECT/ENGINEER BEFORE PROCEEDING ICE BARRIER REQUIRED YES C q. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 6-003. 0 .{- WITH THE WORK. m .Z b. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 4-J 0 � Q0 u � UNLESS APPROVED BY THE ARCHITEGT/ENGINEER. DAYS OF 4,000 P.5.1., U.O.N. C N Q CD II. GONG. SLABS TO REST ON MIN. OF b" FINE GRAVEL OR SAND WITH Q 0 FZ Q B FORE TH START R VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER BEFORE THE START OF FRAMING 5. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. I GLEAN O iq 6P-101 COMPACTED q. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE 15. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - EARTH N W (1) WALL TIE PER (5) 50. FT. 10. OWNE"UILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL MAX. 52'-0" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. \\ II. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 15. APPLY (I) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. PERMISSION FROM THE ARCHITECT. FROM FOOTING TO 2" ABOVE FINISH GRADE. m ( , 12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND 15 I6. NO CONCRETE OR MASONRY WORK I5 TO BE PERFORMED IN TEMPERATURES V RESPONSIBLE FOR DESIGN INTENT ONLY. OF 40°F AND FALLING,UNLESS APPROVED BY ARCHITECT/ENGINEER. NO P. GONG. STEPS ^ ` CONCRETE SHALL BE PLACED ON FROZEN SURFACES. W 15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 17. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY I-I A-101 I-I A-101 1 J T� 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL ARCHITECT/ ENGINEER. p TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL IB. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND tt -� RUBBISH, WASTE MATERIALS, TOOLS, ETC.., GLEAN GLASS AND LEAVE WORK BROOM GLEAN. WHERE EVER APPLICABLE. 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL iq. UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A I „ r l LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES MIN. 10" DEEP PROJECTING 6" ON EACH SIDE OF THE FOUNDATION WALL. AND ORDINANCES. PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK CONCRETE SLABS TO HAVE bx(o 10/10 WELDED WIRE REINFORCING. 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF -6" 4'-O" THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED U) COMPLETION OF PROJECT. AS IN SOLID d SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 8" I ^` DEEP B 3'-0" BELOW GRADE. FROPOSED FOOL STZUC/TURE w 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, Q ARCHITECT/ENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND SWIMMING POOL B HOT TUB SCALE: I/4" = I'-O" AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING 1. IN-GROUND POOLS SHALL BE DESIGNED AND CONSTRUCTED IN CONFORMANCE ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF WITH ANSIAPSP/IGG 5 (AMERIGAN NATIONAL STANDARD FOR RESIDENTIAL THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR EXPENSE (A) INGROUND SWIMMING POOLS, 2011) IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK 2. PERMANENTLY INSTALLED SPAS AND HOT TUBS SHALL BE DESIGNED AND ITSELF INCLUDING THE L055 OR USE RESULTING THEREFROM). (B) 15 CAUSED IN CONSTRUCTED IN CONFORMANCE WITH ANSIAPSP/IGG b (AMERIGAN NATIONAL WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE STANDARD FOR RESIDENTIAL PORTABLE SPAS AND SWIM SPAS, 2013) CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY 3. AN OUTDOOR SWIMMING POOL SHALL BE SURROUNDED BY A TEMPORARY BE LIABLE REGARDLESS OF WHETHER OR NOT IT IS CAUSED IN PART BY A BARRIER (MINIMUM 45" IN HEIGHT) DURING INSTALLATION OR CONSTRUCTION PARTY INDEMNIFIED HEREUNDER. THAT SHALL REMAIN IN PLACE UNTIL A PERMANENT BARRIER IN COMPLIANCE 42'-0" 18. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING WITH LOCAL AND STATE RESIDENTIAL BUILDING CODES IS PROVIDED. BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING 4. SWIMMING POOLS SHALL BE COMPLETELY ENCLOSED BY A PERMANENT OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR BARRIER COMPLYING WITH SECTIONS R326.4.2.1 THROUGH R326.4.2.6 OF THE 40'-0" TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, 2020 NYS RESIDENTIAL CODE. APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN 5. BARRIERS, BARRIER GATES, LATCHES, ALARMS AND MECHANICAL FUNCTIONS AUTHORIZATION OF THE ARCHITECT/ENGINEER. SHALL COMPLY WITH SECTIONS R326.4.21 THROUGH R326.1.3 OF THE 2020 NY5 Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS RESIDENTIAL CODE. NEEDED, UNLE55 OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS I'-O" STONE COPING SITE V40RK PERTAINING ARE TO BE FIELD VERIFIED. 1.. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR 20. CONTRACTOR TO REMOVE 8 RELOCATE AS REQUIRED ALL EXISTING WORK WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. 2. VERIFY ALL 61VE DATA ON DRAWINGS. THERE IS A DISCREPANCY, RECEIVE CLARIFICATION FROM ARCHITECT/ENGINEER PRIOR TO PROCEEDING. 21. ALL MATERIALS ARE TO BE INSTALLED A5 PER MANUFACTURER'S 5. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. SPECIFICATIONS,UNLESS NOTED OTHERWISE. STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING 22. PROVIDE FIREBLOCKING AS PER NEW YORK ACCESSIBILITY STANDARDS. SITE. STOCKPILE ALL EXCAVATED MATERIALS. 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE N COPYRIGHT PROTECTION ACT OF IggO (AWCPA), WHICH HAS SEVERE PENALTIES. FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. tu Q z Q 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. W I PROPOSEDLu j w INGROUND POOL p Q 800 5.F. O O N F- C1 Z o POOL TO BE GUNITITE STONE CAP-N,,,, I ZI (4) #4 HORIZONTAL Lu BEAM BARS m II \j A-101 I DN - A-101 ALTERNATE VERTICAL #3 BENCH p \\\\\ BARS TO SUPPORT EXTRA BOND BEAM BARS LAUREL AVENUE LOT 2 \/\/\ VERTICAL BARS ALTERNATE #3 AND #4 FOOL NOTES: PLAN NOTE: SEE SECTION O.G. 5FT - qFT AREA �00 I. POOL TO BE HEATED ALL EXTERIOR DOORS AT EXISTING 2215 LAUREL AVENUE 2. POOL TO HAVE SALT GENERATOR DWELLING WITHIN BOUNDARIES OF 4 PLANS DEPTHS FOR 5. PROVIDE AUTOMATIC COVER PERIMETER FENCING TO HAVE ALARMS SOUTHOLD, N.Y. 11971 j\\\ - DRAWING TITLE: / /\ tu PROPOSED I NO ROUND FOOL LAYOUT PROPOSED LAYOUTS HORIZONTAL BARS w 3 ® 12" CENTERS y SCALE: I/4" = I'-o" PROPOSED SECTION THICK WALLS ~ PROPOSED CONST. DETAIL BROWN GOAT PAGE: 40'-0" TOP OF POOL WALL - " PLASTER FINISH ELEV. O.O\ \ \ \ TOP OF POOL WALL ------ -- GP IOL ELEV. O.O- \\/ / ------� \ \ \ \ ;GRADE\\ N \GRADE UN IS URBED\/ /\/ \\j /\\j\\j/\\ DATE: 07/01/24 2 OF 2 EARTH \/\ / \ \ \\\ \ \ \ \ I6� SLOPE;55% \ \ \ \ /\//\// ----- SHALLOW FOOL FLOOR /\\/\\ 6" THICK FLOOR SECTION /\ / i. \\\\\\\\ ------- / // // // MAX. ALLOWED : .,., ... ...•..•. ..•:. . .` � '••..,...... •• •. .. // // // // ELEV. -4.0' //// ///////// FLooR #5 BARS 12" O.G. /\///////// // %/%/%/%///\// � /\/\/\/\ \///\/\/\/\ \/\/\/\/\/\/\/\/\/\ POOL DEEP END FLOOR------- \1 .. \� \\//\\//\\//\\//\\//\//\\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\// //\//\//\//\// GOMPAGTEDNNDISTURBED EARTH �''..: f• `M \\ \\ \\ \\ \\ \\ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ELEV. --1.0' ---- / //\//\�/\ // / \/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ //// / \//\// //\//\ \//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\ /\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\// ;\\j\\j\\j\\j\\j\\j\\j\\j\ '\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\ \/\/\/\/\/\/\/\/\\j\ \�\ ` /\ �\ \\/\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\/\1 �\\j\\j\\j\\j\\j\\j\\j\\j\j\\j\\j\\j\\j\\j\\j\\\/\\j\\j\\j\\j\\j\\j\\j\\j\\j\\/\\j\\j\\j\\j\\j\\\/\\j\\/\\j\\j\\j\\/\\j�\j�\j�\\/\\j�\j\\ .. ,�� J - • PROPOSED SETA I L I/OF- 1 O 1 PROPOSED SEGTI ON I - I/A-1 O I