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HomeMy WebLinkAbout51096-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE "N SOUTHOLD, NY ��' t✓�,Jea;wd,s. 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#: 51096 Date: 8/21/2024 Permission is hereby granted to: Marratime Capital V..�.�.0............................... ,,. ..... _ ..._...__ ....... .. ..... .... 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: 1815 Laurel Ave, Southold SCTM # 473889 Sec/Block/Lot # 56.-1-1.2 ------------ Pursuant to application dated 7/3/2024 and approved by the Building Inspector. To expire on ... 026. .....2/20 2 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 Telephone (631) 765-1802 Fax (631) 765-9502 6 :/� aur��tlt� 9aotrir: Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only I Building Inspector: PERMIT N 0 e -,,,_,,,, 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 7TCTM # 1000- Project Address:.`�2?115 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 Email:bepperson@amparchitect.com DESIGN PROFESSIONAL INFORMATION: Name:Anthony Portillo Mailing Address:PO Box 152, Mattituck, N.Y. 11952 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 ANew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: El 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 Existing use of property:vacant(have dwelling permdto 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 R-80 Non-Conforming this property? *Yes ENo IF YES, PROVIDE A COPY. 8 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):AM P Architecture BAuthorized Agent ❑Owner Signature of Applicant: Date: 07/01/24 STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Brooke Epperson being duly sworn, deposes and says th at (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 t 20 c°r "". .. ..%' , Notary Puka IARCEE AUFENANGER NOTARY PUBLIC,STATE OF NEW YORK Registration No.01A00019644 PROPER r OWNER E UTI 10 i T1 Qualified in Suffolk County -� ---- Co mission Expires January 9,2028 (Where the applicant is not the owner) Constantino Marra residing at 71 15th Ave, Sea Cliff, NY do hereby authorize AMP Architecture to apply on my behalf to the Town of Southold Building Department for approval as described herein. " 1 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 @ Stony Brook,50 Circle Road,Stony Brook,NY 11790 P:(631)444 0365 I F:(631)4440360 www.d ecny.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, I 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 (NLEB) (Myods septentrionalis),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 "take," no tree cutting 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. B Sincerely 4 Z, 4 Ma MacKinnon Environmental Analyst 2 cc: AMP Architecture PLLC, Wildlife, File ro Ir�tr YORK Iwrrlr(WfC1rM1 Ntual +ran rmiiw 0 DATE(MMIDD/YYYY) CERTIFICATE OF LIABILITY INSURANCE 1/8/2024 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NAME CONTACT Sheila Maher Arthur J. Gallagher Risk Management Services, LLC PHONE F 1 Jericho Plaza 4N.0 f( , 1j;_516-622-2482 a c N 516-745-0082 Suite 200 EADDRESS:I sheila maher a° open Jericho NY 11573 INSURERS]AFFORDING COVERAGE NAIL# wW. ................w #... R? 44 1 12294 LNil RERA w Southwest Marne&General Ins..Co m..mmmmm__......__..... 94 INSURED MARRDEV-01 i Marrcon Development/AMP Build IN�suRERC ........ ................... .... ............... ........_...............................m, ...........mmmmm...m....._ .. Glenwood137 Gle w g Eood Landin Road 11547 INSU..E R D _..�.—.....w..�....... ..._......_....u. � �............ INSURER E. INSURER F. COVERAGES CERTIFICATE NUMBER:815305563 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ..................... INTR -'IN51)S POLICY NUMBER MOIIDrY PWO NYYY LIMITS �_..� TYPE OF INSURANCE D Y , A X COMMERCIAL GENERAL LIABILITY p GL2023RLH00503 12/4/2023 12/4/2024 EACH OCCURRENCE_ _ bl$1,000,000 CLAIMS-MADE OCCUR ...PREE SES�a occurrence) $100,000mmmmm .. MED EXP(Any one person) $5,000 PERSONAL&ADV INJU_R_Y____'_$1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 JECOT LOC .. .S �. POLICY X PRODUCTS-COMP/OP AGG $2 000 000 OTHER` $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Is �Ea accident, ANY AUTO BODILY OWNED I SCHEDULED INJURY(Per person) $ ....... �� ������� URY(Per accident) Peraccident) $ ...., AUTOS ONLY NONOSWNED 5-00 RTY C'AMA ...........s HIRED .,.-.�.....� �.. AUTOS ONLY ,_.. AUTOS ONLY ..' $ �.$............._.—..........--- ......... UMBRELLA LIAB OCCUR ,EACH OCCURRENCE $ EXCESS LIAB ..mmCLAIMS-MADE f1... Y AGGREGATE _ $ DED a RETENTION$ ... ... ....... f 1 ` ( $ WORKERS COMPENSATION Y 4 NEO AND EMPLOYERS'LIABILITY -••••- O Fa ICdERfMMlEMR R)EXCLUpED�ECUTYVE N/A, E.L.D SEASECEA EMPL _ $ ... .... ...„.. yy OYEE $ DESCRIPTION OF OPERATIONS b E.L.DISEASE. ........m..... ,.. Yf �describe sadder POLICY LIMIT[$ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,maybe attached it more space is required) ' Per Form GL 0225 1013-Additional Insured is provided with respect to the insurance afforded to such insured in a written insured contract. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Town of Southold 54375 Route 25 Southold NY 11971 AUTHORIZED REPRESENTATIVE ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD 4OYO'WRT Workers' CERTIFICATE OF INSURANCE COVERAGE ie Compensation Board DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW ............................. PART 1 To be completed by Disability and Paid Family Leave Benefits Carrier or Licensed Insurance Agent of that Carrier .... _ ...._ ...................... ....... ..._.._.._.____....._._.._.._.._.. 1 a. Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured AMP BUILD LLC (516)946-2355 PO BOX 152 MATTITUCK,NY 11952-0152 1c.Federal Employer Identification Number of Insured or Social Security Work Location of Insured(Only required if coverage is specifically limited to Number certain locations in New York State,i.e.,a Wrap-Up Policy) 881819063 2. Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) New York State Insurance Fund(NYSIF) TOWN OF SOUTHOLD 54375 ROUTE 25 3b.Policy Number of Entity Listed in Box"I a" SOUTHOLD,NY 11971 DBL 7986 41 -8 3c.Policy effective period 09/30/2023 to 09/30/2024 4. Policy provides the following benefits: ® A.Both disability and paid family leave benefits ❑ B.Disability benefits only ❑ C.Paid family leave benefits only 5.Policy covers: ® A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law ❑ B.Only the following class or classes of employer's employees: ........................................... Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as_described above. Date Signed 1/8/2024 By I��" "�Ir��� (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number (866)697-4332 Name and Title Kristin Markwica,Head of Disability Insurance Unit IMPORTANT: If Box 4A and 5A are checked, and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder, If Box 4B, 4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220, Subd. 8 of the NYS Disability and Paid Family Leave Benefits Law. It must be mailed for completion to the Workers'Compensation Board, DB Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200 ......... ._._._._._____ PART 2.To be completed by the NYS Workers'Compensation Board(Only if Box 4C or 5B of Part 1 has been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers' Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law with respect to all of his/her employees. Date Signed By (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note:Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1. Insurance brokers are NOT authorized to issue this form. DB-120.1 (10-17) Certificate Number 770035 jr( - - � — 13 " S 109 -- Awes s m s a 0 i r =71 Lu r $ r PONO W Mcz 41 R-80 0 0-) — O ` ,. O c Z N D PRAWWWAMY g 0 I N O O 0 C9 O cc a fl C) SPLIT RAIL FENCE BETWEEN LOT AND OPEN PARCEL; EL.-2q.54' FENCE TO BE MAINTAINED BY SOUTHOLD TOWN W N13°07'30"W 143.60' N14035110"W 31.6-T' - _ _ _ _ _ - _ _ - _ EL.=25.84' /0 j •— ' - _ . - 50% AREA-OF LOT TO 'REMAIN AS_ _ . . _ _ . . . . . . _ _ i - - - - - - - - - - - - PER- COVENANT- 4 RESTRICTIONS- - - - - ^j - - - - - - - - L.00AT I ON MAC' � I MM DATED 5TH. OF MARCH-2023 -� I W 5GALE: NT5 • I -44A I /� PROPOSED GUNITE + ��— 0O.00 PROJECT LOCATION & SCOPE Q • _ .. MIN. IN-GROUND SWIMMING _ h SITE PLAN & ZONING DATA Y\ POOL w PROP. POOL L' Ln Q DRYWELL t-: 1 - PROPOSED LAYOUTS L - - -L, Cis � O � 00 1 _ _ _ _ _ i i GENERAL NOTES O0 J 0 O � � .i PROP. STONE PATIOJ I _ _ O DESIGN DETAILS AND POOL SECTION < 8" FROM GRADE; 1 - - - SF i _ N 3 i ►� POOL EQUIPMENT - I - Q 4 H I GH POOL FENCE AS CL p - . - . - - - - - - - - - - PER NY5 CODE; PROV. O I - - - - - - - - - - - - - SELF-LATCHING PROF. 1Iw- O BURIED , SELF-CLOSING GATE I , 2b.3' w < T DATA • N _ _ - - _ - - PROPANE i I�--��---�------ ----------- LU � I I p v .I POOL FENCE APPROX.-� PROJECT / ZONING DATA 4'70 LINEAR FEET - - - - - I _ _ _ _ _ i OL 1L O X TAX MAP # 1000-56-01-01.2 ZONING DISTRICT R-50 NON-CONFORMING LOT AREA 0.5 ACRES PROPOSED 2-5TORY WD. _ PROP.j FRAME DWELLING NOT PART OF i LOT CLEARING - 50% MAX. AS PER SOUTHOLD TOWN - . ' _ _ . . D.w. TH 1 S FILING _ - ' . I BOARD PLANNING APPROVAL �- - - - - _ Q _ LOT 51ZE 35054.0 S.F. z ______ ! 50% OF LOT REOU I RED TO REMAIN I7,527.0 S.F. o U ! 1 _ - AREA OF PROPOSED CLEARING 1.7,404.0 S.F. I I PROP. STONE WALKWAY - - - - TOTAL AREA OF LOT TO REMAIN 17,650.0 S.F. - - - - - - _ I I I _ _ _ I � I LOT COVERAGE SOUTHOLD TOWN CODE 250-14 (5) PROJECT: - - - - - - - I I PROP.I i0 I"PROP. - - - - - i DESCRIPTION (FOOTPRINT) AREA, � LOT I , D.W. , ; � D.w. LA U R E L AV E N U E _ . _ I I � ♦ � � /� � ���� COVERAGE -- - _ - - - - - - - - - - - - - - TOTAL LOT AREA 55,054.0 S.F. LOT 4 �� ASPHALT _ _ _ _ _ _ _ - I LU PROPOSED DWELLING 3287.0 S.F. �1.490 Iv PROP05ED INGROUND POOL 500.0 S.F. 2.5% . _ I i> . . _ . _ _ . . _ _ _ .. _ . . N 1815 LAUREL AVENUE 10) Iw h - h - - - 4 PROPOSED FRONT COVERED 257.2 S.F. 0.79b SOUTHOLD, N.Y. 11971 PORCH (X `� PROP05ED REAR COVERED I PORCH 255.0 S.F. O 7Y I-► I - - - - - - - - - - - -tu DRAWING TITLE: i - - I� I 1 PROP. IA OWTS - I TOTAL AREA OF ALL STRUCTURES 457q.2 S.F. 15.1 - _ _ - - - - µ - - MAXIMUM LOT COVERAGE ALLOWED: 2090 PROJECT LOCATION &SCOPE Ia _ _ _ _ _ _ _ _ _ _ . _ SITE PLAN & ZONING DATA AGGESSORY STRUCTURE REQUIREMENTS 513°0�'30"E i-� � — — — — — — — — — ° '10"E146.16' 514 EL._ 2438 � PROP05ED COMPLIES EL.=25.85/ PAGE: MINIMUM SIDE YARD 10.0' 44.9' YE5 A *% Om00% MINIMUM REAR YARD 10.0' 28b' YES G P— u MAX. SQUARE FOOTAGE 1200 500.0 S.F. YES S.F. --------------------------- EXISTING WATER MAIN 517E PLAN HATCH KEY: DATE: 07/01/24 1 OF 2 L //�� I \ / E � A U R E L A V I V, U E PROPOSED BUILDING ADDITION 51TE LAYOUT NOTES: I. THIS 15 AN ARCHITECT'S SITE PLAN t 15 SUBJECT TO VERIFICATION BY A LICENSED SURVEYOR. THE INFORMATION REPRESENTED ON TH15 517E PLAN 15 TO THE ARCHITECT'S BEST OF KNOWLEDGE. 2. INFORMATION WAS OBTAINED FROM SURVEY DATED NOVEMBER 6, 2025 AND A ✓�'�IU� PREPARED BY: LL= r1l I L) I I 7L ll I `� ,r G /� YOUNG ASSOCIATES ' J I T L.l ZN 400 OSTRANDER AVENUE RIVERHEAD, N.Y. 11101 f ,- FOUNDATION. CONCRETE. AND MASONRY NOTES $ Si=EOIFIOATION� I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT CLIMATIC C�EOGRAPHIG DESIGN CRITERIA IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDED APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE 41'-5" TOGETHER AT ALL TIMES. IT IS 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 rO WORK THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. GROUND SNOW LOAD 25 LBS 0- 2. ALL FOCTIN05 TO BEAR ON FIRM, VIRGIN, UNDISTURBED SOIL 40'-0" Q #f GENERAL 3 SOIL TO HAVE MIN. BEARING CAPACITY OF (1) TON/50. FT., U.O.N. BASIC WIND SPEED 15O MPH 0 i I. NO W .WORK TO START UNTIL APPROVED 'PLANS ARE OBTAINED FROM THE W APPLICABLE BUILDING DEPARTMENT. EXPOSURE GATE60RY B " ' W CD 4. FOOTINGS TO REST A MIN. OF 4-O' BELOW GRADE, UNLESS � • J 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. OTHERWISE NOTED (y) ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING 5EI5MIG DE516N CATEGORY B STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. ✓• WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. O L() 3. ALL WORK SHALL CONFORM TO NATIONAL,STATE, AND LOCAL CODES b. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS WEATHERING SEVERE 0 AND AUTHORITIES HAVING JURISDICTION. UNTIL 151 TIER OF FRAMING 15 IN PLACE. _ -0 3'-O" •� �- � '1. FOOTINGS TO BE POURED CONCRETE OF 51ZE 5HOWN ON DRAWIN6 FROST LINE DEPTH a,5. i 4. ALL UNNOTED OR NON-VI5IBLE EASEMENTS ARE THE RESPON51811..ITY Z O OF THE OWNER/BUILDER TERMITE MODERATE TO HEAVY O •� IN Y b. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED 5. ANY OMIS51ONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS SOLID WITH CONCRETE. r- U X N SHALL BE CLARIFIED WITH THE ARGHITECT/ENOINEER BEFORE PROCEEDING ICE BARRIER REQUIRED YES O ANCHOR BOLTS SHALL BE IN ACCORDANCE W O 0 WITH PAGE 6-003. O •- WITH THE WORK. q. 0 co z C9 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 2a 4-J 4-1 � (b. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE DAYS OF 4,000 P.5.1., U.O.N. N C N O cu UNLESS APPROVED BY THE ARGHITEGT/E'.NGINEER. Q O d � (5'T. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS b GONG. SLABS REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH MIL. POLYETHYLENE VAPOR BARRIER UNDER BEFORE THE START OF FRAMING 6 GLEAN 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. EARTH COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. �,�IOI f COMPACTED p ' EARTH cV � q. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE 15. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - (I) WALL TIE PER (3) SQ. FT. 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, CERTIFICATES, CERT. OF OCCUPANCY OR: COMPLETION AND U.L. APPROVAL MAX.FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, M 32'-0" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. 11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT 1NRITTEN 15. APPLY (I) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. �J PERMISSION FROM THE ARCHITECT. FROM FOOTING TO 2" ABOVE FINISH &RAVE. m I 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND IS 16. NO CONCRETE OR MASONRY WORK IS TO BE PERFORMED IN TEMPERATURES P. GONG. STEPS U - RESPON5IBLE FOR DESIGN INTENT ONLY. OF 40°F AND FALLING, UNLE55 APPROVED BY ARGHITEGT/EN6INEER. NO n CONCRETE SHALL BE PLACED ON FROZEN SURFACES. 1-I I-I (D 15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OGGUFANGY. I A-101 - A-101 +J 17. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY 9 ' O 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL ARCHITECT/ ENGINEER. '� • TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL la. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN C1-A55 AND LEAVE WORK BROOM GLEAN. WHERE EVER APPLICABLE. 15. THE CONTRACTOR SHALL CARRY WOR:KMAN'5 COMPENSATION AND GENERAL Iq. UNLE55 OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A V LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL GORES MIN. 10" DEEP PROJECTING 6" ON EACH SIDE OF THE FOUNDATION WALL. L- AND ORDINANCES. PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK CONCRETE SLA55 TO HAVE 6x6 10/10 WELDED WIRE REINFORCING. 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF /1 THE SUB-GONTRAGTORS FOR A PERIOD OF AT LEA57 ONE YEAR AFTER 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED V J COMPLETION OF PROJECT. AS IN SOLID t SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. Ib" WIDE x a" ` DEEP 8 3'-0" BELOW GRADE. i RCFOSF-l7 POOL STRUCTURE w 1-1. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, Q ARCHITEGT/EN&INEER, AND THEIR AGENTS AND EMPLOYEES FROM AND 5WIMMIN6 POOL d HOT TUB SCALE: I/4" = I'-O" AOAIN5T ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING 1. IN-GROUND POOLS SHALL BE DESI6NED AND CONSTRUCTED IN CONFORMANCE ATTORNEYS FEES ARISING OUT OF OR REESULTIN6 FROM THE PERFORMANCE OF WITH AN51AP5P/IGC 5 (AMERIGAN NATIONAL STANDARD FOR RESIDENTIAL THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR EXPENSE (A) INOROUND 5WIMMIN6 POOLS, 2011) 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO INJURY TO OR DESTRUCTION OF TAN6IBL.E PROPERTY (OTHER THAN THE WORK 2. PERMANENTLY INSTALLED SPAS AND HOT TUB5 SHALL BE DESIGNED AND ITSELF INGLUDIN6 THE L055 OR USE RESULTING THEREFROM), (5) 15 CAUSED IN CONSTRUCTED IN CONFORMANCE WITH ANSIAP51FACG 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 5WIMMIN6 POOL SHALL BE SURROUNDED BY A TEMPORARY BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 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 WITH LOCAL AND STATE RESIDENTIAL BUILDING CODES 15 PROVIDED. 42'-0" Ib. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6 BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLAGIN6 4. 5WIMMIN6 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.I THROUGH R326.4.2.6 OF THE 40'-O" TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, 2020 NYS RESIDENTIAL CODE. APPLICABLE CODES AND 600D 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 ARGHITECT/EN&I'NEER. SHALL COMPLY WITH SECTIONS R326.4.2.1 THROU6H R326.13 OF THE 2020 NYE, Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWIN65 RESIDENTIAL CODE. NEEDED, UNLESS OTHERWISE SPECIFIED. ,ALL DIMENSIONS AND CONDITIONS SITE WORK I'-O" STONE COPING PERTAINING ARE TO BE FIELD VERIFIED. 1. STAKEOUT IS TO BE PERFORMED BY A LICENSED SURVEYOR 20. CONTRACTOR TO REMOVE b RELOCATE AS REQUIRED ALL EXI5TIN6 WORK WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE IS A DISCREPANCY, RECEIVE CLARIFICATION FROM ARGHITEGT/ENGINEER PRIOR TOTO PR PROGEEDIN6. I 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWIN65. SPECIFICATIONS, UNLESS NOTED OTHERWISE. STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING 22. PROVIDE FIREBLOGKING AS PER NEW YORK ACCESSIBILITY STANDARDS. SITE. STOCKPILE ALL EXCAVATED MATERIALS. 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE 25. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT IS UNSUITABLE UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTJRAL WORKS FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. COPYR16HT PROTECTION ACT OF IggO (AWGPA), WHICH HAS SEVERE PENALTIES. 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING Q. iI w Quu11 PROPOSED X u1 1NGROUN12 POOL O _ Q a00 5.F. F- O 0 O w I ° POOL TO BE UN I STONE GAP (4) #4 HORIZONTAL BEAM BARS in w /�l-N�l 0 \\ I A-101 I A-101 DN. PROJECT: \\/ ALTERNATE SUPPORT VERTICAL #3 BENCH BOND BEAM BARS EXTRA LAUREL AVENUE LOT 4 VERTICAL BARS # /\\/\\/ ALTERNATE 3 AND 4 FOOL O.G. 5FT - qFT AREA POOL NOTES: AN NOTE:PL 1815 LAUREL AVENUE SEE SECTION I. POOL TO BE HEATED ALL EXTERIOR DOORS AT EXISTING h \\ \\ \ d PLANS FOR 2. POOL TO HAVE SALT GENERATOR DWELLING WITHIN BOUNDARIES OF SOUTHOLD, N.Y. 11971 DEPTHS 3. PROVIDE AUTOMATIC COVER PERIMETER FENCING TO HAVE ALARMS DRAWING TITLE: HORIZONTAL BARS tu PROPOSED INOROUN17 POOL LAYOUT PROPOSED LAYOUTS #3 ® I2" CENTERS } PROPOSED SECTION 50ALE: 1/4" = 1'-O" j\ X/ PROPOSED CONST. DETAIL THICK WALLS " BROWN COAT PAGE: PLASTER FINISH 401 -011 000- TOP OF POOL WALL051 \ \ \ \ TOP OF POOL WALL ---- ------�� ELEV. O.O' GRADE `UNDISTURBED \/\/\/ o /\\/\\/\\ DATE: 07/01/24 2 OF 2 EARTH /// /\\/ b" THICK FLOOR SECTION \\ \\ \\ SHALLOW POOL FLOOR .s 16Y SLOPE;55% ; . FLOOR #3 BARS 12 O.G. / // // // MAX. ALLOWED : •.. ... // // // // ELEV. XXXX Ix: \\\\\ i\\%\\%\\% \\ \\ \ \\�\\ \\ \\�\\� POOL DEEP END FLOOR------- / // � �/ \/ / \//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\// COMPACTED/UNnE,TURBED EARTH ELEV. Itt/ TO / \ //\\ // \// / / \\ \ \ \/\ \ \ \\ \\ \ \ \ /\/\// / / i�fi�Oi�OS I7 I7ETA I L I/OF-1 O 1 FROFOSED SEOT I ON 1 -1/A-1 O I w 50ALE: 5/4" = I'-O" SCALE: I/4 - I O - -