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HomeMy WebLinkAbout51100-Z ` TOWN OF SOUTHOLD oa ' � � f M BUILDING DEPARTMENT TOWN CLERK'S OFFICE 5 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 #: 51100 Date: 8/21/2024 Permission is hereby granted to: Capital V LLC Marratime Cmm _ . .._._. ............. ..... w _ ._ 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: 1135 Laurel Ave, Southold SCTM #473889 µ Sec/Block/Lot# 56.-1-1.6 Pursuant to application dated m 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: ..........a....................................-$400.00 Building Inspector tt TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1 179 Southold, NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 httPS://""W.SOLItholdtowELny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. 1 00 Building Inspector; �. L d 2024 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. BUILDINGDEPT. TOWN ',X SOUTItO Date:07/01/24 OWNER(S)OF PROPERTY: Name:Marratime Capital V LLC SCTM# 1000- GJ Q, Project Address: I�S Laurel Avenue, Southold, NY 11971 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 E:mail. DESCRIPTION OF PROPOSED CONSTRUCTION *New Structure ❑Addition ❑Alteration ❑Repair ElDemolition 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 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 R-80 Non-Conforming this property. *Yes F:]No IF YES, PROVIDE A COPY. I ........... ..... a..... .. R Check Box After eadill1g: 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 I punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By print name):AMP Architecture BAuthorized Agent ❑Owner Signature of Applicari : 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_TO(y Z Notary Ptlb'' FNOTARY X NAN 4 TAFE tF NFWV'Y' f No, 01AU0016 4ir7 Suffolk OoLtnty " N � II gyON pora January . 029 here the applicant is not the owner) Constantino Marra residing at71 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. 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 a Stony Brook 50 Circle Road.Stony Brook,NY 11790 P:(631)444-03651 F:(631)444-0360 www.d ec.ny.gov October 6, 2023 AMP Architecture PLLC 1075 Frankville Rd Laurel, NY 11948 Re:Application ID 1-4738-00952100005 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 (NLEB) (Myods septentdonalis),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 endangeredithreatened 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. Sincerely ` /� t) Ma MacKinnon Environmental Analyst 2 cc: AMP Architecture PLLC, Wildlife, File Der1c TE Ern n nt tt ( DATE(MM/DD/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 Maher—_ Arthur J. Gallagher Risk Management Services, LLC PHON Shells M A c I Jericho MAIL Suite 200 Plaza -aDss . heipa °22 2482' �..4nac,la�t:51r 745 0082 ( ,_;x 51 maher a Caro Jericho NY 11573 I S ING COVERAGE _ NAIC# ' .7m...........„ .._-... ..�...""""" � ( )AFFORD INSURE U 12294 MARRD V-01' INSURER B: INSURER A Southwest Marine&General Ins CO .. ... D Marrcon Development/AMP Build ��" � ...... � 137 Glenwood Road INsuRERC: Glenwood Landing NY 11547suRERD: 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. I 1 �....................... .",",",",", ........ INSD� POLICY NUMB.,_.... TYPE OF INSURANCE . ---------. -�-�- LIMITS t 7l C�EWt ......-. .- POLICY EF'F PO4_'_ EXP ITS ER D MMdDD9Y A X COMMERCIAL GENERAL LIABILITY GL2023RLH00503 12/4/2023 12/4/2024 EACH OCCURRENCE '.$1,000.000 1 CLAIMS-MADE mX m OCCUR Pf3A;Ml Sm( a oEcurr nce $100�000.wwwww.... MED EXPAny one person) $5,000 PERSONAL&ADV INJURY $1,.000,000 EN"L.AGGREGATELIMI.... ........ .... ..._.—... ..----ERA E ...__.,00 G� T APPLIES PER: GENERAL AGGREGATE $2.,000,000 X PRO- j LOC PRODUCTS COMP/OP AGG $2, POLICY ,JECT ,�. 000,000 w, OTHER $ AUTOMOBILE LIABILITY COMBINED SINGLE.LIMIT $ E ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED . AUTOS BODILY INJURY(Per accidenq $ AUTOS ONLY ,_...,_,. AUTOS ONLY _.-..AUUTOS ONLY C� ��HIRED NON-OWNEDE ..._..__..$ "wwWGGRE........OCCURRENCE $ UMBRELLA ,B O EXCESS LIA � CLCCUR AIMS-MADE EACH OCCUR OF-D RETENTION$ $ WORKERS YIN OTH- AND EMPLOYE RS'LIABILITY I l SEAT TEL_J�B.. ANYPROPRIETOR/PARTNER/EXECUTIVE E„L.EACH ACCIDENT OFFICER/MEMBEREXCLUDED? NIA """' (Mandatory in NH) E„L DISEASE-EA EMPLOYEE $ If yes,describe under �... ..........._ ----.. .. _ .. DESCRIPTION OF OPERATIONS below E,L DISEASE-POLICY LIMIT ;$ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be 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 YOR workers' CERTIFICATE OF INSURANCE COVERAGE suc 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"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 Licensed Insurance Agent of that insurance carrier) p ( ) Kristin Markwica,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 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:Onlyinsurance carriers licensed to write NYS disability and aid family leave benefits� y p y 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 N�'�aE ✓ tf/ a s I I o P,i WCD cNi - �ENNe R-80 O O O O N Z O co O Om 4—' � Q a L O ..•--"""�r� SON �/ swum --- "' OPEN SPACE PARCEL PROP05ED SPLIT RAIL FENCE TO � -_i. C) • — N12045'40"W BE MAINTAINED BY SOUTHOLD TOWN 175.00' LOOATION MAP (D M SCALE: NTS W EL.=22.45 r _ » _ _ _ _ 50% AREA OF LOT TO . REMAIN AS PER _ _ - _ _ _ EL.=25.68' - COVENANT �A O E l�E� : U - - - - • RESTRICTIONS DATED - • - - - _ _ _ - . - _ - 5TH OF MARCH 2O25 • - _ _ b. _ _ _ . . . . . _ . _ . _ _ _ . . _ . . _ . . a . . _ . _ . _ _ _ _ � — I QQ,®® PROJECT LOCATION & SCOPE (f� SITE PLAN & ZONING DATA O - -- - __ - __ __ - . _ ,. ...,._ PROPOSED LAYOUTS _ \ \ O GENERAL NOTES / 10'-O° \ PROPOSED OUNITE IN-GROUND SWIMMING MIN. \ _ _ DESIGN DETAILS AND POOL SECTION T POOL PROP. POOL ILI _ _ T 7 De PROP. STONE PATIO - I < 8" FROM GRADE; Q_ 5F POOL EQUIPMENT FRC, EEC ` DATA I 4' HIGH POOL FENCE AS - . a _ _ - - - CL I _ - - I PROJECT / ZONING DATA >_ � PER NY5 GORE; PROV. [L _ _ _ - - - - . ; SELF-LATCH I NO - _ _ _ z (j PROP RIED - ; SELF-GLO5INO GATE l000-56-01-o1.b TAX MAP # - - - - - - - - PROPANE - _ - - _ Q ZONING DISTRICT R-80 NON—CONFORMING L=OTEA 0.8 ACRES POOL FENCE APPROX. _ _ _ I----� ! _ _ _ . w 480 LINEAR FEET I � IL LOT CLEARING - SOYo MAX. AS PER SOUTHOLD TOWN BOARD PLANNING APPROVAL lY --------- IL LOT SIZE 55,001.0 S.F. z LLJ 50% OF LOT REQUIRED TO REMAIN 17,500.5 S.F. - - - PROPOSED DWELLING - - . - 0 j PROP.j 15 NOT PART OF THIS AREA OF PROPOSED CLEARING 17,454.0 S.F. FILING TOTAL AREA OF LOT TO REMAIN 17,547.0 S.F. I ' �.--- ----- ------ _ LOT COVERAGE � i� j ---- ------- I SOUTHOLD TOWN GODS 280-124 (B) PROJECT: PROP. i _ • DESCRIPTION (FOOTPRINT) AREA go LOT I I STONE WALKWAY ; COVERAGE LAU R E L AV E N U E - - - - - - - I j _ W _ u I TOTAL LOT AREA 55,001.0 S.F. LOT 8 0 - _ - - - _ -I j j - - - • _ W PROPOSED DWELLING 3,755.0 S.F. 10.7% ry WI 1 _\ l` fn 50 PROP05ED INGROUND POOL 800.0 S.F. 2.5% to I � vl I �� . wl _I N ` - >1 v PROP.I �,. ------ ----- - - - 1135 LAUREL AVENUE 1 1 0 TOTAL AREA OF ALL STRUCTURES 4555.0 S.F. 15.090 - _ - - �� a� D,w,; /� _ - - _ _ _ SOUTHOLD, N.Y. 11971 ' 1 - - • - - - - - - - - - - Z MAXIMUM LOT COVERAGE ALLOWED: 2090 I I PROPOSED O DRAWING TITLE: ASPHALT � w 1 �� DRIVEWAY w� I _ _ _ _ _ PROJECT LOCATION & SCOPE SITE PLAN & ZONING DATA a1 �1 ACCESSORY STRUCTURE REQUIREMENTS �;I PROPOSED COMPLIES . . _ _ . ,. I i _ _ . . .. .. _ PROP. IA OATS• . . _ . . A . _ _ h - • _ . -I PAGE: 1 I MINIMUM SIDE YARD 10.0' 45.1' YES I _ _ _ a _ _ I I _ 0 _ a » - - a • y A _ p _ » I MINIMUM REAR YARD 10.0' 50.0' YES � , -!I —� — — — — MAX. SQUARE FOOTAGE 1500 800.0 S.F. YES 512°45'40"E j i 175.00' EL.=25.55' — EL.=23.64' I I b b SITE PLAN HATCH KEY: DATE: 07/01/24 10F 2 PROPOSED BUILDING ADDITION SITE LAYOUT NO7E5: ------------------------- EXISTING WATER MAIN � .w ---------_-- ----------------------------------------------------------- I. TH15 15 AN ARCHITECTS SITE PLAN 4 15 ,- SUBJECT TO VERIFICATION BY A LICENSED SURVEYOR. THE INFORMATION ` /` / REPRESENTED ON TH15 51TE PLAN 15 TO THE {' l V ARCHITECT'S BEST OF KNOWLEDGE. 2. INFORMATION WAS OBTAINED FROM SURVEY DATED NOVEMBER 6, 2023 AND PREPARED BY: ,7D/ YOUNG A55OCIATES SIT I /l N 400 05TRANMER AVENUE l t RIVERHEAD, N.Y. IIQOI SCALE: 1" = 15'-0" 4 S I C.i FOUNDATION, CONCRETE, AND MASONRY NOTES GTI ONS I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT CLIMATIC, 4 GEOGRAPHIC 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 TOGETHER AT ALL TIMES. IT 15 AL50 THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, SUS-GONTRACTOR5 IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK THE FIRST AND SECOND FLOOR5 ARE TAKEN INTO ACCOUNT. GROUND SNOW LOAD 25 LBS 2. ALL FOOTIN65 TO BEAR ON FIRM, VIRGIN, UNDISTURBED SOIL Q 40'-O" GENERAL BASIC WIND SPEED 150 MPH r I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE 3. 501E TO HAVE MIN. BEARING CAPACITY OF (I) TON/SQ. FT., U.O.N. LU I APPLICABLE BUILDING DEPARTMENT. 4. FOOTINGS TO REST A MIN. OF 4'-0" BELOW GRADE, UNLESS EXPOSURE CATEGORY B J A m 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. OTHERWISE NOTED ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING SEISMIC DESIGN CATEGORY B Q 4-J (�J STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. 5. WALL5 TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWIN65, U.O.N. b. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS WEATHERING SEVERE 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES UNTIL 151 TIER OF FRAMING IS IN PLACE. I AND AUTHORITIES HAVING JURISDICTION. - f FROST LINE DEPTH 3'-O" O '1. FOOTIN65 TO BE POURED CONCRETE OF 51ZE SHOWN ON DRAWIN65. ' 4 }' 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY L Z O OF THE OWNER/BUILDER R TERMITE MODERATE TO HEAVY O ,� e. ALL OPENINGS FOR, BEAM POCKETS, UTILITIES, ETC. TO BE FILLED aLo SOLID WITH CONCRETE. r- . ANY OMISSIONS OR DISGREPANGIES OF PLANS AND/OR JOB CONDITIONS X cm Q. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 6-003. SHALL BE CLARIFIED WITH THE CIESEGT/ENGINEER BEFORE PROCEEDING ICE BARRIER REQUIRED YES C WITH THE WORK. 0 Q 0 4-J cot b. NO DEVIATIONS OR CHAN6E5 TO THE STRUCTURAL SYSTEM SHALL BE MADE 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 '��, 4-1 Ll) UNLESS APPROVED BY THE ARCHITECT/ENGINEER. DAYS OF 4,000 P.S.I., U.O.N. ;p 0 O Q CD II. GONG. SLABS TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH BEFORE THE START OF FRAMING Q 11 CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WTH FLOOR PLANS 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER B 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUT5 FRAMING. GLEAN dJ GP�lol COMPACTED ' 15. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - \ EARTH cv cf. DO NOT SCALE DRAWINGS, WRITTEN DIM ENSIONS TAKE PRECEDENCE (1) WALL TIE PER (5) 50. FT. 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, \\ CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION ANC U.L. APPROVAL MAX. 52'-0" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. 1 11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA 15. APPLY (I) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. AND SHALL NOT BE ALTERED OR BE RI°PRODUGED WITHOUT WRITTEN FROM FOOTING TO 2" ABOVE FINISH GRADE. PERMISSION FROM THE ARCHITECT. / 1 16. NO CONCRETE OR MASONRY WORK IS TO BE PERFORMED IN TEMPERATURES m v R THE ARCHITECT D NOT RETAINED LC'. SUPERVISION OF THE WORK AND IS OF 40°F AND FALLING, UNLE55 APPROVED BY ARCHITECT/ENGINEER. NO P. GONG. STEPS /'� RESPONSIBLE FOR DESIGN INTENT ONL1 . CONCRETE SHALL BE PLACED ON FROZEN SURFACES. (D 15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE: OF OGGUPANCY. H E AGEDCONCRETE UN E55 SPECIFIED BY I-I � I-I m I"1. NO ADDITIVES SHALL B PLACED IN L A-101 A-lol 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL ARCHITECT/ENGINEER. O TIMES. AT THE COMPLETION OF WORK, "SHE CONTRACTOR SHALL REMOVE ALL I8. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND `r "�- RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN 6LAS5 AND LEAVE WORK BROOM GLEAN. WHERE EVER APPLICABLE. 15. THE CONTRACTOR SHALL CARRY WORKMAN'5 COMPENSATION AND GENERAL la. UNLE55 OTHERWISE INDICATED, ALL FOUNDATION FOOTIN05 ARE TO BE A U LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES MIN. 10" DEEP PROJEGTIN6 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 bxb 10/10 WELDED WIRE REINFORCING. 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF 32'-6" 3'-6" 4'-0" THE SUB-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 ✓E SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x ,5" I 57RUOTURE W^ ` I"1. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, DEEP 8 3'-0" BELOW GRADE. PROPOSED POOL Q ARGHIT'EGT/ENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND SWIMMING POOL d HOT TUB SCALE: I/4" = I'-O" AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING I. IN-GROUND POOLS SHALL BE DESIGNED AND CONSTRUCTED IN CONFORMANCE ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF WITH ANVAPSP/IGG 5 (AMERICAN NATIONAL STANDARD FOR RESIDENTIAL THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR EXPENSE (A) INOROUND SWIMMING POOLS, 2011) 15 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 INGLUDIN6 THE L055 OR USE RESULTING THEREFROM). (5) 15 CAUSED IN CONSTRUCTED IN CONFORMANCE WITH ANSIAP51P/IGC 6 (AMERICAN NATIONAL WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE STANDARD FOR RESIDENTIAL PORTABLE SPAS AND SWIM SPAS, 2015) CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHO5E AGT5 ANY OF THEM MAY 3. AN OUTDOOR 5WIMMIN0 POOL SHALL BE SURROUNDED BY A TEMPORARY BE LIABLE REGARDLE5S 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 I-lETHOID OF GONSTRJGTION INGLUDIN6 WITH LOCAL AND STATE RESIDENTIAL BUILDING CODES 15 PROVIDED. 42'-O" 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 TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, 5P 2020 NYS RESIDENTIAL CODE. 40-O . APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRANIN05 AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN 5. BARRIERS,BARRIER 65ATE5, LATCHES, ALARMS AND MECHANICAL FUNCTIONS AUTHORIZATION OF THE ARCH ITEGT/ENOINEER• SHALL COMPLY WITH SECTIONS R326.4.21 THROUGH R326.1.3 OF THE 2020 NYS 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS RESIDENTIAL CODE. NEEDED, UNLE55 OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS SITE WORK 1'-0" STONE COPING PERTAINING ARE TO BE FIELD VERIFIED. I. STAKEOUT IS TO BE PERFORMED BY A LICENSED SURVEYOR 20. CONTRACTOR TO REMOVE $ RELOCATE AS REQUIRED ALL EXISTING WORK 2 VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE IS A DISCREPANCY, WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. RECEIVE CLARIFICATION FROM ARGHITEGT/ENGINEER PRIOR TO PROGEEDIN6. 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFAGTURER'5 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. SPECIFICATIONS,UNLE55 NOTED OTHERr415E. STOCKPILE TOP501L OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING 22. PROVIDE FIREBLOGKIN6 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 LAN BY THE ARCHITECTURAL WORKS ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT IS UNSUITABLE ry FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. COPYRIGHT PROTECTION ACT OF IgaO (AWGPA), WHICH HAS SEVERE PENALTIES. � I - 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. w PROPOSED to IN6ROUND POOL p L1 I 500 S.F. O 0 Z POOL TO BE �i• U 6UNITE STONE GAP (4) #4 HORIZONTAL �D BEAM BARS m ui \ A�-10\j 1 I � A-101 PROJECT: ALTERNATE VERTICAL #3 DN. \\\\\ BOND TO SUPPORT EXTRA BENCH I LA U R E L AV E N U E BOND BEAM BARS LOT 8 ✓�\/\/\ VERTICAL BARS ALTERNATE #3 AND #4 FOOL O.G. 5FT - CIFT AREA Pool NOTES: PLAN NOTE: 113 5 LA U R E L AV E N U E SEE SECTION I. POOL TO BE HEATED ALL EXTERIOR DOORS AT EXISTING t PLANS FOR 2. POOL TO HAVE SALT GENERATOR DWELLING WITHIN BOUNDARIES OF SOUTHOLD, N.Y. 11971 DEPTHS 5. PROVIDE AUTOMATIC COVER PERIMETER FENCING TO HAVE ALARMS c JL DRAWING TITLE: w F OPOSED I NC ROUND POOL LAYOUT \\\\\/\ HORIZONTAL BARS PROPOSED LAYOUTS #3 ® 12" CENTERS 4 SCALE: I/4" = 1'-0" PROPOSED SECTION DETAIL THICK WALLS BROWN GOAT PAGE: 40'-O" T_OP O_F POOL WALL " PLASTER FINISH _ _ ■ F POOL WALL ELEV IN E 0.O' TOP O \\ \\ \\ \\ ELEV. 0.0' GRADE- \� \' GRADE ----- ✓ / / / \�/�\� x/ /j\\/j\\/j\ �r`UNDISTURBE'D�/ ., \\ \\ \\ \/\\/\\/\ DATE: 07/01/24 2 OF 2 / EARTH M/ \\l \\ /\/\/\/\/ \ \ \ 16% SLOPE;33% \\ \\ \\ \ SHALLOW POOL FLOOR / b" THICK FLOOR SECTION \/�\/�\/� MAX. ALLOWED :. : .`.• ':• ,•..:..,.: :•, ; :...\/\//\//\//\ ---- ----- \ \ \ \ \ \ \ \ \ \ :... .:. \. /\/\/\/ ELEV. -4.0 7P �3 BARS 12 o.G. \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ i\/\/\/\ /\/\/\/\/\/\/\/\/\ /\/\/\/\/\/\/\ \\/\\/\\/ 7 POOL DEEP END FLOOR \/ \/ \/ \/ / \/ \/ \/ \/ \/ \/ \/ \/ \/ \/ \/ \/ \/ \/ \/ \/ // \/ \/ // \/ \/ \/ GOMPAGTEDNNDI5TUR5ED EARTH ELEV. -1.0' \j\\ j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\/\\/\\/\\/\\/\\/ �i / // // // /\/ //\/ // //// \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ f� • \ \\\\\\ \\/\ \\/\///\\/\///\\/\\/\\/\\/\\/\\/\\/\/\/ \/ \//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\// // / \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\/\\ \/\j\j\j\/\j\j\j\j\j\j \j\/ \j\j\ \\ / // // //\/// // // // // // // // // // // // //\/// // / \/// // / // // / �//�//�//�// FROFCSED DE"FAIL I/OF-1 O 1 PROPOSED SECT 1 ON I -I/A- 1 O I SCALE: 1/4 -o SCALE: 3/4" = I'-O" _ - I ` °F'`