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HomeMy WebLinkAbout51095-Z TOWN OF SOUTHOLD �nN BUILDING DEPARTMENT TOWN CLERK'S OFFICE " 4y .W 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#: 51095 Date: 8/21/2024 Permission is hereby granted to: Marratime Capital V LLC 71 15th Ave Sea Cliff, NY 11.W579 ........_ ....... mm...mm. �... �_._ _.._._. .... .. ................. . 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: 1955 Laurel Ave, Southold SCTM # 473889 Sec/Block/Lot# 56.-1-1.1 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 Fit TOWN OF SOUTHOLD—BUILDING DEPARTMENT a Town Hall Annex 54375 Main Road P. O. Box 1 179 Southold, NY 1 1971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://www Soutl101dtownnv.c-ov Date Received APPLICATION FOR BUILDING PERMIT Ll For Office Use Only p I T5_ I �r Building Insr: � � N.. PERMIT N0. g p�c� �... n.,4 a.l2' Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an "� 7 Owner's Authorization form(Page 2)shall be completed. Og Date:07/01/24 OWNER(S)OF PROPERTY: Name:Marratime Capital V LLC SCTM#1000- cSLO - Project Address: V�155 Laurel Avenue, Southold, NY 11971 LOT- �a 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 40 New Structure ❑Addition ❑Alteration ❑Repair Demolition Estimated Cost of Project: 71 Other Inground Swimming Pool $80,000 Will the lot be re-graded? ❑Yes *No Will excess fill be removed from premises? *Yes ❑No 1 PROPERTY INFORMATION Existing use of property:vacant(have dwelling permitto 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? Ayes �No 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 210AS of the New York State Penal Law. Application Submitted By tint name):AMP Architecture BAuthorized Agent ❑Owner Signature of Applican . 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 20 C, 1� - . Notary P h DAREEE AtWNE NANi ER NOTARY PUBLIC,STATE OF NEW YORK Registration No.01A00019644 F)RUPER„ry OWNER AUTIII°°101RIZA l Qualified in Suffolk County Commission Expires January 9,2028, (Where the applicant is not the owner) Constantino Marra residing at 71 15th Ave, Sea Cliff, NY I, do herebyauthorize AMP Architecture to apply on my behalf to the Town of Southold Building Department for approval as described herein. 07/01/24 Owner's Signature Date Constantino Marra Print Owner's Name 2 DATE(MMIDD/YYYY) ACC>RL> CERTIFICATE OF LIABILITY INSURANCE 0%� 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 CONTACT NAME: Sheila Maher Arthur J. Gallagher Risk Management Services, LLC PHONE �;�'._ .... i F,Ax mm 1 Jericho Plaza g 516 622 4 .. AiC„raoJ,516-745-0082 c MAIL Suite 200 APPRE1§1­shek!_m h � a�9. rrl Jericho NY 11573 ._INSURERIS�AFFORDI,NGCOVERAGE NAIC# General Ins Co 12294 ....,.,.,. ...._....._ .... _. _...... „L,icense#,,,,BR�zaasL.,INsuReR A Southwest MarineI'll&Ge m .... ................... . MARRDEV-01 INSURED INSURER B c. Man-con Development/AMP Build 137 Glenwood Road wsuRER c. Glenwood Landing NY 11547 INSURER D: INSURER E INSURER F: 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. _. — .. ILTR� TYPE OF INSURANCE .dDbIL°S�talt ...... _ ------ POLICY-EFF- POLICY EXP 7...... --- I POLICY NUMBER (MMIDR= W P LIMITS LIABILITY GL2023RLH00503 12/4/2023 12/4/2024 EACH OCCURRENCE i$1 000,000 CLAIMS-MADE EATv1,4 "Yi.STNYL .... f '...._ X (OCCUR ,E ISFS. a gr,,,pp,rr,r�r�P)„ 1$100,000 A �..X �COMMERCIAL GENERAL I �� 1 MED EXP Ay $5 000 one person) p...,,..._ ....... ....... - PERSONAL ADV INJURY 1$1 000 000 EN'L AGGREGATE LIMIT APPLIES PER. G 000 000 PRO- JECT _PRODUCTS $2,,. .,. G GENERAL A V ...�OTFPER�: ..X LOG ( ,,.,.� ,._.COMP/OP AGG �2,000,000 IAUTOMOBILE LIABILITY ` fWCOMBINED l SINGLE OMIT ,..$_.—a ... .............. ,..,�, ANY AUTO BODILY INJURY(Per pe rson)son) �$ ' OWNED SCHEDULED j BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS -- HIRED NON-OWNED PROPERTY DAMAGE ......... AUTOS ONLY AUTOS ONLY ...PgcWd,g ----- $,.,,......... .........,_---- Is UMBRELLA f ........., EXCESS LIAB� m OCCUR L._EP'GR GATE CH RENCE......, ........I$ .......I .. CLAIMS MADE j .,..,,,..-.�_DEO ..... RETEN �,.,M,.._ .--- ----- TION$ $ WORKERS COMPENSATION __ OTH AND EMPLOYERS'LIABILITY YIN N/A BTA UTE ER ANYPROPRIETOR/PARTNER/EXECUTIVE ❑ E L EACH ACCIDENT $ __ OFFICERIMEMBER EXCLUDED? j (Mandatory in NH) E L DISEASE-POLICY LIMIT $ If yes,atorydescribeNH)under L DISEASE-EA EMPLO.. ,DESCRIPTION OF OPERATIONS below E $ DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,maybe attached if 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 AUTHORIZED REPRESENTATIVE Southold NY 11971 ©1988-2015 ACORD CORPORATION. All rights reserved.. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD 111w workers' CERTIFICATE OF INSURANCE COVERAGE sTAtE 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 Legal Name&Address of Insured use street address only) 1b. ...... 1a.Le g ( y) Business Telephone Number of Insured AMP BUILD LLC (516)946-2355 PO BOX 152 MATTITUCK,NY 11952-0152 1 c.Federal Employer Identification Number of Insured or Social Security Work Location of Insured(Only required if coverage is specifically limited to L8881819063 ber certain locations in New York State,i.e.,a Wrap-Up Policy) ........ ...... .. ...... 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"1 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 (Signature of insurance carrier's authorized representative or NYS License d Insurance Agent of that insurance carrier) a Kristin Markwic ,Head of Disability Insurance Unit Telephone Number (866)697-4332 Name and Title _ 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 413, 4C or 56 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 513 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. 1313-120.1 (10-17) Certificate Number 770035 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)4440365 I F:(631)4440360 www.dec.ny.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 septentrionaft),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 4 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. r Sincerely i4l, ( ' ,,,' ;4 Ma MacKinnon Environmental Analyst 2 cc: AMP Architecture PLLC, Wildlife, File De 1 aI IEran� nt� Carn ►aratlnra k a NECO/ \ Q ui 'JC J � 7 I 1Ii � '� e NO P \ W i ca �CNNLl C66 II�� pp 1 0" \ ip0N Q0 O � 1 , p O CV z I ✓� f � O � UN \. �' < O x ° O O O 4-� C0 t O m 'Zi = F v, O N ? .. Q a O \S�,P O�G n 1 W OPEN SPACE PARCEL PROPOSED SPLIT RAIL FENCE TO EL.=25.84' BE MAINTAINED BY SOUTHOLD TOWN EL.=22.78' N14°35'10"W 215.Q5' �0�°`" ' p�'i • . _ . . . . . . . . . . _ _ . _ . _ _ _ . _ . . . . . . . _ . _ _ . . . _ . . . - . . . / LOOATION MAP U SCALE: NTS _ - _ _ � . _ _ . . _ . . A . _ _ - _ _ - _ - - - w _ _ " _ . _ _ _ _ . . _ . _ _ _ `50% AREA`OF LOT TO-REMAIN AS` OE <E� : U c L /� �� I - - PER COVENANT- $ RESTRICTIONS- - - - / PROP. STONE PATIO _ �\ .DATED STH_ O� MARCH.2023 C�-OO I .00 PROJECT LOCATION & SCOPE Q J 7---1 u . . \\\\\\\\\\ . . . . . . _ . . . . . . . _ � < 8 FROM GRADE; ` I Ilk I,000 SF I . _ 23.2' ' PROPOSED GUNITE SITE PLAN & ZONING DATA IN-GROUND SWIMMING 3 i PROP. POOL Q " POOL DRYWELL " - - _ - - N �t— I O .00 PROPOSED LAYOUTS POOL ECRU I PMENT ` - - ?Il f - - ` ` - - - - - ` - " - ` - \ry' PROPOSED SECTION 1 L /PRo� I - - " - - - - - - - - - PROPOSED CONST. DETAIL 1 - - - - _ . p _ I �`� . . _ . . . _ ,. . 4' HIGH POOL FENCE AS i PER NYS GODS; PROV. - - - GL I _ _ _ � " - _ SELF-LATCHING _ I / FR0�E�T �ATA : SELF-CLOSINO OATS I I y " - - - PROP. L/J ` `BURIED " PROPANE _ - _ a, . " � PROJECT / ZONING DATA TAX MAP # 1000-56-0 I-O I.I ZONING DISTRICT R-80 NON-CONFORMING APPROX. 500 LINEAR FEET OF I _ ' /1jU LOT AREA 0.8 ACRES POOL FENCE - - f PROPOSED DWELLING ________�� - - - - - - - / w _ 1 NOT PART OF TH(S _ _ F I L I NO _ - BOARD LOT EPLAINO NNI NG APPROVAL PER SOUTHOLD TOWN PROP.I " i LOT SIZE 36,5d15.0 5.F. z Lu 50% OF LOT REQUIRED TO REMAIN 18,2g7.5 5.F. U AREA OF PROPOSED CLEARING 18,25q.0 5.F. ail PROP. STONE - . - - - - - / Q Q — I I TOTAL AREA OF LOT TO REMAIN 18336.0 5.F. J LU --I I I WALKWAY ® GRADE O � Lij 3 - - - - l`:• I I - - - - / LOT COVERAGE Q — o I I PROPOSED _ _ _ PROJECT: PROP. IA OWTS ASPHALT SOUTHOLD TOWN CODE 280-14 1 lua DRIVEWAY LAUREL AVENUE v _ /1!J DESCRIPTION (FOOTPRINT) AREA COVERAGE > — b, TOTAL LOT AREA 36,5a5.0 S.F. LOT 3 i i—v�, PROP05ED DWELLING 4,266.0 S.F. 11.79b _ _-—— — ---- p - I 10 �� PROPOSED INGROUND POOL 800.0 S.F. 2.2% I I� 1955 LAUREL AVENUE ` ` - ` " 10- iQ -__._ / tl 1 TOTAL AREA OF ALL STRUCTURES 5066.0 5.F. 13.8Y SOUTHOLD N.Y. 11971 I� Ip V ` ` I _ µ _ - ` II I p MAXIMUM LOT COVERAGE ALLOWED: 20% - DRAWING TITLE: . . . _ . . _ _ . . _ _ _ _ _ _ _ I I _ PROJECT LOCATION &SCOPE ACCESSORY STRUCTURE REQUIREMENTS - - - - - - - - - - _--- O _ _ _ _ _ _ SITE PLAN & ZONING DATA SOUTHOLD TOWN CODE 4 TOWN BOARD REGULATIONS m � 51�.23' r I I IN-GROUND POOL REa. PROP05ED COMPLIES PAGE: MINIMUM SIDE YARD 10.0 4a.1 YES JON& Aft, 0 — EL.=24.38' EL.=25.a5' MINIMUM REAR YARD 10.0' 26.0' YE5 w0 % b b SITE PLAN HATCH KEY: DATE: 07/01/24 1 OF 2 EXISTINO WATER MAIN PROP05ED BUILDING ADDITION L A U R E L A E N U E SITE LAYOUT NOTES: I. THIS 15 AN ARCHITECT'S 51TE PLAN 4 15 SUBJECT TO VERIFICATION BY A LICENSED 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, 2025 AND PREPARED BY: PROPPROPOSED S I T AN YOUNG ASSOCIATES RIV OSTRANDE.1 AVENUE RIVERHEAD N.Y. IIg01 SCALE: 1" = 15'-0" f;l: t4,.-• , FOUNDATION. CONCRETE, AND MASONRY NOTES $ SPEC 1 F I GATI ON5 I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXI5TIN6 FOUNDATION AS IT CLIMATIC $ OEOORAPHIC DE51ON CRITERIA IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDED APPLIES TO THE NEW 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 41'-8" SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. GROUND SNOW LOAD 25 LBS O.. 2. ALL FOOTINC75 TO BEAR ON FIRM, VIRGIN, UNDISTURBED SOIL 40'_0: Q GENERAL 3. SOIL TO HAVE MIN. BEARING CAPACITY OF (I) TON/50. FT., U.O.N. BA510 WIND SPEED 150 MPH 0 1. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE uj APPLICABLE BUILDING DEPARTMENT. 4. FOOTINGS TO REST A MIN. OF 4'-0" BELOW GRADE, UNLESS EXPOSURE CATEGORY B J co 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. OTHERWISE NOTED " ' ° cy) ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING SEISMIC DESIGN CATEGORY B +� (V STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. Q 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS WEATHERING SEVERE O 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL GODE5 UNTIL 151 TIER OF FRAMING 15 IN PLACE. _- AND AUTHORITIES HAVING JURISDICTION. O FROST LINE DEPTH 3'-O" 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY 1• FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWIN65. •i 0Z >' (.0 Z 0 OF THE OWNER./BUILDER 8. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED TERMITE MODERATE TO HEAVY 0 nl 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS SOLID WITH CONCRETE. .cz , SHALL BE CLARIFIED WITH THE ARCHITECT/ENGINEER BEFORE PROCEEDING ICE BARRIER REQUIRED YES c j 2 X � CV WITH THE WORK. q. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE C-003. O 8, O 0 •- 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE 10. ALL CONCRETE TO HAVE AN ULTIMATE GOMPRE551VE STRENGTH AT 28 0 m � UNLE55 APPROVED BY THE ARCHITECT/ENCINEER. DAYS OF 4,000 P.S.I., U.O.N. ; N Q (c -1. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS 11. GONG. SLABS TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH Q ! O d BEFORE THE START OF FRAMING 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER / I2. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. GLEAN J 0 5. DRY WELL5 AS REQUIRED BY STATE AND LOCAL CODES. GPI lol COMPACTED ' 15. BRICK VENEER TO BE ANCHORED WITH CORROSION RE515TANT TIES - EARTH tv q. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE (1) WALL TIE PER (5) 50. FT. 10. OWNER.SUILDER ARE REBPON51BLE 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. \\ 11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA 15. APPLY (I) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. V AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN PERM155ION FROM THE ARCHITECT. FROM FOOTING TO 2" ABOVE FINI5H GRADE. 12. THE ARCHITECT 15 NOT RETAINED FOR. SUPERVISION OF THE WORK AND 15 16. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES RESPONSIBLE FOR DESIGN INTENT ONLY. OF 40°F AND FALLING, UNLE55 APPROVED BY ARGHITECT/ENOINEER. NO P. GONG. STEPS CONCRETE SHALL BE PLACED ON FROZEN SURFACES. -\ 15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. I-I \ I-I W 17. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLE55 SPECIFIED BY A-101 - A-I01 LiJ 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL ARCHITECT/ENGINEER. TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN CLASS AND LEAVE WORK 18. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND BROOM GLEAN. WHERE EVER APPLICABLE. 77 . 15. THE: CONTRACTOR SHALL CARRY WOR.KMAN'5 COMPENSATION AND GENERAL le-1. UNLE55 OTHERWISE INDICATED, ALL FOUNDATION FOOTIN6-55 ARE TO BE A U 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 6x6 10/10 WELDED WIRE REINFORCING. I6. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF 4'-O" •THE 5UB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED COMPLETION OF PROJECT. AS IN SOLID Q SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 8" I ` DEEP E 3'-0" BELOW GRADE. �'RCF05ED FOOL STRUCTURE w 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLE55 THE OWNER, Q ARCHITECT/ENGINEER, AND THEIR ACENT5 AND EMPLOYEES FROM AND SWIMMING POOL 3 HOT TUB 5GALE: I/4" = 1'-0-1AGAINST ALL CLAIMS, DAMAOE5, LOSSES AND EXPENSES, INGLUDIN6 1. IN-GROUND POOLS SHALL BE ME51ONED AND CONSTRUCTED IN CONFORMANCE ATTORNEYS FEES ARI51N6 OUT OF OR RE:5ULTIN6 FROM THE PERFORMANCE OF WITH AN51AP5P/I00 5 (AMERICAN NATIONAL STANDARD FOR RESIDENTIAL THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR EXPENSE (A) INGROUND SWIMMING POOL5, 2011) 15 ATTRIBUTABLE TO BODILY INJURY, 510KNE55, 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 DE516NED AND ITSELF INGLUDIN6 THE L055 OR USE RESULTING THEREFROM). (5) 15 CAUSED IN CONSTRUCTED IN CONFORMANCE WITH AN5IAPSP/I00 6 (AMERICAN NATIONAL WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE STANDARD FOR RESIDENTIAL PORTABLE SPAS AND SWIM 5PA5, 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 REOAR171LE55 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 18. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6 WITH LOCAL AND STATE RESIDENTIAL BUILDING CODES 15 PROVIDED. 42'_0" BUT NOT LIMITED TO FORM-WORK, BLOCK:WORK, FRAMING, NAILING, PLACING 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 R326.4.2.1 THROUGH R326.4.2.6 OF THE 11 TO BE SURE THEY ARE IN ACCORDANCE INITH THE DRAWINGS,SPECIFICATIONS, 2020 NY5 RESIDENTIAL CODE. -0 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 R326.4.2.1 THROUGH R326.1.3 OF THE 2020 NYS Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS RESIDENTIAL CODE. NEEDED, UNLE55 OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS SITE WORK I'-0" STONE COPING PERTAINING ARE TO BE FIELD VERIFIED. I. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR 20. CONTRACTOR TO REMOVE: d RELOCATE AS REQUIRED ALL EXISTING WORK 2 VERIFY ALL 61VEN DATA ON DRAWING5. IF THERE 15 A DISCREPANCY, WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE: MANNER. RECEIVE CLARIFICATION FROM ARCHIT•ECT/ENGINEER PRIOR TO PROCEEDING. 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S SPEGIFIGATIONS, UNLE55 NOTED OTHERWISE. 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. I STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING 22. PROVIDE FIREBLOCKINC AS PER NEW YORK ACCESSIBILITY STANDARDS. SITE. STOCKPILE ALL EXCAVATED MATERIALS. 25. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE I - UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORK5 ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE GOPYRI6HT PROTECTION ACT OF IggO (AWCPA), WHICH HAS SEVERE PENALTIES. FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. Q to 0- PROPOSED Q INOROUND OOL 500 S . F I O O Z I � C) -PO�T�BE-"/ STONE GAP (4) #4 HORIZONTAL fBEAM BARS 2:12 I m a I Al-101 I A-lot PROJECT: ALTERNATE VERTICAL #3 r DN. � \ -BARS TO SUPPORT EXTRA BENCH \`//\` LAUREL AVENUE BOND BEAM BARS LOT 3 VERTICAL BARS# # �ALTERNATE 3 AND 4 6" O.G. 5FT - qFT AREA SEE SEE SECTION POOL NOTES: LAN NOTE: 1955 LAUREL AVENUE P I. POOL TO BE HEATED ALL EXTERIOR DOORS AT EXISTING 8 PLANS FOR 2. POOL TO HAVE SALT GENERATOR DWELLIN6 WITHIN BOUNDARIES OF SOUTHOLD, N.Y. 11971 DEPTHS 3. PROVIDE AUTOMATIC COVER PERIMETER FENCING TO HAVE ALARMS DRAWING TITLE: HORIZONTAL BARS FROFCSEE�) INOROUNI7 FOOL LAYOUT PROPOSED LAYOUTS 3 ® 12" CENTERS } SCALE: I/4" = I'-o" PROPOSED SECTION �\\`� PROPOSED CONST. DETAIL / THICK WALLS BROWN GOAT PAGE: TOP OF POOL WALL /\\ \ PLASTER FINISH ---------- 40'-O ----- ------- kA OL E it *410% AM j0WA A Asir& 0 or, ork - TOP OF POOL WALL ELEV. O.O' _ ELEV. O.O' GRADE; \ ' = �' GRADE NAIF ■ \j\\j\ \\/� 15TUR\\/\ \\j\\j\\\j\;`• j DATE: 07/01/24 2 OF 2 UNDISTURBED' / // // / ,.. •/ / / / / EARTH // \\ \\ \\ \ Y \�, \�. �\ \\ /\/\/\/\ 16% SLOPE;33% ------ Y\/\/\/�/\/ ELEV. -4.0 / / / / / / / // // // MAX. ALLOWED /\\�\\j\\�\\ SHALLOW POOL FLOOR / \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\�\\ \` \� FLOOR K 5 BARS E2'T O.G. /\//\//\//\ . . \/\/\/j\//\/j\/j\/j\/j\j\/j\/%\/j\/j\/j\/%\/j\/j\/j\/��/Y/��\��\� //\//\ POOL DEEP END FLOOR------- / // // /\//� / \/\//\//\//\//\\//\//\\//\//\//\//\///\//\//\//\//\//\//\//\\//\//\//\//\/////\//\///// GOMPACTEDNNDISTiJRBED EARTH ELEV. --(.0' / / \\/\\/\ \ \\i/\\//\\ /\\//\\// \//\\ \ \\//\\//\\//\\//\\ \\ \\ \\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\ / // // // / \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ ////`///////////// /\//\//\//\//\//\//\//\/\//\//\//\//\//\//\//\//\//\//\//\///\//\// //\/// // // // // // //�//�//�//�//\///�//�//�//�///////////////// e a �• FROFOSEI ) DETAIL I/OF-1 O 1 FROFCSEI�) SECTION 1 - 1/A-1 O 1 SCALE: 5/4" = 1'-0" SCALE: I/4" = I'-O"