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HomeMy WebLinkAbout51099-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE "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#: 51099 Date: 8/21/2024 Permission is hereby granted to: Capital V LLC Marratim.._..e C�._ � a........ ..�_ _ .. ...w. 71 15th Ave Sea CI!ff.... 157 ...... ........_ NY..........._............_9....................... d. ........................ 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: Laurel Ave, Southold 1305 Lau.._...... ..... .. ..... .................... ....._ .............................. SCTM # 473889 Sec/Block/Lot# 56.-1-1.5 Pursuant to application dated 7/3/2024 mmmm 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: �X�wwXmwwww$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 d�LC.: ;,llwv. ��a.ploldtwnu:r.�W� Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO, 5 1 o 9 9 Building Inspector—J JUL 3 2024 Applications and forms must be filled out in their entirety. Incomplete D E PT- applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. TOWN Date:07/01/24 I� OWNER(S)OF PROPERTY: Name:Marratime Capital V LLC SCTM#1000-cj to — 0 Project Address: ) �� Laurel Avenue, Southold, NY 11971 Lc-->T 7 Phone#:631 603 9092 Email:d narra02@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 CRepair ❑Demolition Estimated Cost of Project:. DOther Inground Swimming Pool $80,000 Will the lot be re-graded? ❑Yes *No Will excess fill be removed from premises? *aYes ❑No III 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 LINo IF YES, PROVIDE A COPY. i 8 Check Box After Readiang. 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):AMP 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 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 V 202y Notary P is DARCEE AUFENANGER NOTARY PUBLIC,STATE OF NEW YORK Registration No, 01AU001... tR RTY OWNER AUTHORIZATION Qualified in Sulolk Cvunty Commission Expires January 9,202 here the applicant is not the owner) Constantino Marra residing at 71 15th Ave, Sea Cliff, NY I, 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 0 Stony Brook,50 Circle Road,Stony Brook,NY 11790 P:(631)444-0365 I F:(631)444-0360 www.der-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 septentriona/is),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 b 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 r yu, Ma, MacKinnon Environmental Analyst 2 cc: AMP Architecture PLLC, Wildlife, File De 1 f Conservation CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDD/YYYY) 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). PRODUCERCONTACT Maher Arthur J. Gallagher Risk Management Services, LLC PHONE Shells .. .. ... h ac _ 1 Jericho PlazaXttm 516 I ca) „I8 745-0082 Ic 622 2482 Suite 200 Aupkss shiia111aI1r( a�g cDrn Jericho NY 11573 INSURER( AFFORDING COVE ... ----„„�--�- kk RAGE k NAIC# -��� M RRDEv-01 Marine&General Ins Co mm „ 12294 INSUREMan- on Development/AMP Build... � # Ra ass? INsuRER c:Southwest a �. „ .. INsuR��a 137 Glenwood Road m. ._ ..„_ m..._----- Glenwood Landing NY 11547 aNSURERn: _. fNsuRER .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. _� ...m .. ..mm-... m A „w_„..ITIT INSRf " ... OLICVFMTPE OF INSURANCE POLCYNUBER R� LIMITS _—A X (COMMERCIAL GENERAL LIABILITY GL2023RLH00503 12/4/2023 12/4/2024 EACH OCCURRENCE $1.000 000 , CLAIMS-MADE ^ OCCUR PRIm LS-9 919ap 'ur n P1..„„_ $109,000 p MED EXP(An)one person) $5,000 $1,000 000 __---_........._- GEN L AGGREGATELIMIT APPLIES PER: GENERAL AGGREGATE $2,000.000 POLICY G.,�,.I X PRO- '" JECT �f LOC PRODUCTS-COMP/OPAGG $2,000,000 . OTHEF4 r $ AUTOMOBILE LIABILITY ANY AUTO COMBINED INJURYrJ wNGLE T $ INJURY(Per �✓� Grid . on) $ OWNED SCHEDULED .,.,,v _........ ..... AUTOS ONLY AUTOS BODILY INJURY(Per accident) $ HIRED NON-OWNED P WOPa fIRTY"�5XMAGE $ - - AUTOS ONLY AUTOS ONLY UMBRELLA LIAB v.EACH OCCURRENCE ....._ $OCCUR EXCESS LIAB „'CLAIMS MADE''. .AGGREGATE -„ $ ....._w. __ ....�...._. ..... ........._ _.....�,.,.� DED _� RETENTION$ $ MIN R TH- WORKERS COMPENSATION PE ANYPR PRIET EREXCLUDED4ECUTIVE E„L 57,CATUTE AND EMPLOYERS'LIABILITY NIA _ EACH ACCIDENT $OFFICE , (Mandatory in NH) �E„L.DISEASE EA EMPLOYEE. $ If yes,describe under ......._., .. . DESCRIPTION OF OPERATIONS below E.L.DISEASE POLICY LIMIT .$ Y DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be 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 AUTHORIZED REPRESENTATIVE Southold NY 11971 l m. ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD N"W Workers' CERTIFICATE OF INSURANCE COVERAGE s�arc 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 ........... 1a.Legal Name&Address of Insured(use street address only) 1b.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 �aass described above. Date Signed 1/8/2024 BY� � •I nnWWWWW ..._ (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 � S P--.)P:fk 5 o C ! y.N Q AI3/ Wcu k{ i 9 QL= ,♦/V� �ENN R-60 O \ ` ry O 0 p N Z a 'cote -e � ' p pX N p O m � d N. c Lo F OPEN SPACE PARCEL 10' ACCESSORY SETBACK PROP05ED SPLIT RAIL FENCE TO ° : „ BE MAINTAINED BY SOUTHOLD TOWN , EL.=28.35' �� �N 9 , �J N12 45 40 W 1-75.00 V� N U, LL= LOCATION MAP (D M -7- - YOUNO_ SCALE: NTS- - - - - - - - - - - - - - - - - - < .1 7 - - T- - - - - !- - PROJECT LOCATION &SCOPE (n_ _ _ _ _ PROPOSED OUNITE O SITE PLAN & ZONING DATA ILAM -\IN-GROUND SWIMMINO I\ POOL OGENERAL NOTES POOL EOUIPMENTgas STRUCTURAL DESIGN CHARTPOOL PLANS & SECTION POOL FENCE APPROX. PROP. POOL i PROP. STONE PATIO I DRYWELL4-74 LINEAR �EET - - - - - - - - - - - - - • - - < 8" FROM GRADE; j1,000 SFi GL 1- - . . . - - - - - - _ 4' H OH POOL FENCE AS PER NYS GORE; PROV. SELF-LATCHINGFRO�JE�7 �ATA : (PROF I j PROF► 5ELF-CLO51NO GATE 4' HIGH POOL FENCE AS _ _ _ .PER NYS GORE; PROV. . _ . . � � DWELLINGSELF-LATGHINO $ COVERED PATIO SELF-CLOSING GATE PROJECT / ZONING DATA TAX M,4,F # loco-56-OI-01.5 zAZONING DISTRICT R-80 NON-CONFORMING _ _ PROP. . _ _ _ ., -A � LOT AREA 0.8 ACRES BURIEDPROPANE - - - Cl ---`--� Q LOT CLEARING - 50% MAX. AS PER 5OUTHOLD TOWN PROPOSED DWELLING �----- -� ; - - - I -I (Tl BOARD PLANNING APPROVAL 15 NOT PART OF TH15 FILINGLOT SIZE 35,001.0 S.P.W ( _ _ _ _ ? ----- - - - -I Q 509b OP LOT REQUIRED TO REMAIN 17,500.5 S.F, oAREA OP PROPOSED CLEARING 17,421.0 S.P. � TOTAL AREA OP LOT TO REMAIN 17,580.0 S.P. LU IPROP. _ - W_ ILOT COVERAGE� . - _ _ PROJECT: 3 - - - ! SOUTHOLD TOWN GODS 280-124 (B)_iI DESCRIPTION (FOOTPRINT) AREA9b LOT 0 I s w COVERAGE LAURELAVENUE - _ - _ O STONE WALKWAY ® GRADETOTAL LOT AREA55,001.0 S.P. LOT 7 ItuU) PROPOSED DWELLING 3,271.0 S.F. C1.3%t0 FROF05FD INOROUND POOL 500.0 S.F.A�PHALTD 1305 LAUREL AVENUE TOTAL AREA OF ALL STRUCTURES 40710 S.P. 11.630+ SOUTHOLD, N.Y. 11971 MAXIMUM LOT COVERAGE ALLOWED: 209bDRAWING TITLE: I 50% AREA OF LOT TO ACCESSORY STRUCTURE REQUIREMENTSPROJECT LOCATION & SCOPE rtREMAIN A5 PER ----�- - --- — SITE PLAN & ZONING DATA COVENANT 5OUTHOLD TOWN CODE 280-15 RESTRICTIONS DATED5TH OF MARCH 2O25 FROP05ED COMPLIES MINIMUM SIDEYARD I0.O' 55.5' YE5 PAGE: :1 0411 A"& 001& 0 I-15.00' MINIMUM REAR YARD 10.0' 23.8' YES w1200 UU PROP. IA OWTS MAX. SQUARE FOOTAGE S F 800.0 S.F. YESSITE PLAN HATCH KEY: DATE: 07/01/24 OF 2 EXISTING WATER MAINPROPOSED BUILDING ADDITIONTINOkq1. TE LAYOUT NOTES: I. THIS IS AN ARCHITECT'S SITE PLAN $ IS5UB.IECT TO VERIFICATION BY A LICENSED SURVEYOR. THE INFORMATION REPRESENTED ON TH15 51TE PLAN IS TO THE ARCHITECT'S BEST OF KNOWLEDGE.2. INFORMATION WAS OBTAINED FROMSURVEY DATED NOVEMBER b, 2025 ANDPREPARED BY:ASSOCIATES 51 TE FLAN 400 OSTRANDER AVENUE RIVERHEAD, N.Y. IIQOI SCALE: 1" = 15'-0" FOUNDATION CONCRETE, AND MASONRY NOTES $ SFEC f I G TI ONS I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT CLIMATIC GEOGRAPHIC DESIGN GRITEi�IA IT 15 THE CONTRACTOR'S RE5PON51BILITY TO KEEP THI5 CON5TRUCTICN DOCUMENT ENDED APPLIE5 TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE TOGETHER AT ALL TIME5. IT 15 ALSO THE CONTRACTORS RESPONSIBILITY TO READ ALL NOTES, SUB-CONTRACTORS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF 5PECIFICATION5,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. GROUND SNOW LOAD 25 LBS a' 2. ALL FOOTIN65 TO BEAR ON FIRM,VIRGIN, UNDISTURBED 501L 40'-0" Q BASIC WIND SPEED 150 MPH 0 GENERAL 3. SOIL TO HAVE MIN. BEARING CAPACITY OF (I) TON/SQ. FT., U.O.N. I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE W APPLICABLE BUILDING DEPARTMENT. co 4. FOOTIN65 TO REST A MIN. OF 4'-O" BELOW 6RADE, UNLE55 EXPOSURE CATEGORY B W ' J C') 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 LO STRUCTURE/51TE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. 5, WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. W C 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALL5 WEATHERING SEVERE .� m m3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL GORES UNTIL F TIER OF FRAMING 15 IN PLACE. AND AUTHORITIES HAVING JURISDICTION. FR05T LINE DEPTH 3'-O" "i 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY . FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. OF THE OWNER/BUILDER TERMITE MODERATE TO HEAVY N z O 5. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS SOLID WITH CONCRETE. � ! � X � CU SHALL BE CLARIFIED WITH THE ARCHITEGT/ENGINEER BEFORE PROCEEDING ICE BARRIER REQUIRED YES WITH THE WORK. q. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 6-003. O O m '4-1 O 6. NO DEVIATIONS OR CHANGES TO TIRE STRUCTURAL SYSTEM SHALL BE MADE 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 UNLE55 APPROVED BY THE ARGHITECT/EN6INEER. DAYS OF 4,000 P.5.1., U.O.N. II. GONG. SLABS TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH N Q a O a � O '1. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER BEFORE THE START OF FRAMING CLEAN - - 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. �GOMPAGTE:D p { 6P-101 ///(1) EARTH cl. DO NOT 50ALE DRAWIN65, WRITTEN DIMENSIONS TAKE PRECEDENCE BRICK VENEER BE ANCHORED WITH CORROSION RESISTANT TIES - (I) WALL TIE PER (3) 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 AND U.L. APPROVAL MAX. 52'-0" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. II. THESE SET OF DRAWIN65 ARE THE PROPERTY OF ANTHONY PORTILLO, RA 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT. FROM FOOTING TO 2" ABOVE FINISH GRADE. m U 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND 15 I6. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES P. GONG. STEPS • RESPONSIBLE FOR DEVON INTENT ONLY. OF 40°F AND FALLING, UNLESS APPROVED BY ARGHITEGT/EN6INEER. NO CONCRETE SHALL BE PLACED ON FROZEN SURFACES. 1 15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 1-1. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY A-101 A-101 T_, m 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL ARCHITECT/ ENGINEER. 0 TIMES. AT THE COMPLETION OF WORK., THE CONTRACTOR SHALL REMOVE ALL RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN OLA55 AND LEAVE WORK H PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND BROOM GLEAN. WHERE EVER APPLICABLE. r , 15. THE CONTRACTOR SHALL CARRY NORKMAN'S COMPENSATION AND GENERAL la. UNLESS OTHERN15E INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A c 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 bxb 10/10 WELDED WIRE REINFORCING. 32'-6" 3'-6" 4'-O" � • - 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER 20. FOR 5ECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED COMPLETION OF PROJECT. AS IN SOLID d SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 5" pp }� W DEEP 8 3-0 BELOW GRADE. I I�OPOSELJ POOL STRUCTURE 1'1. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, Q ARCHITECT/ENGINEER, AND THEIR A6ENT5 AND EMPLOYEES FROM AND SWIMMING POOL 4 HOT TUB SCALE: 1/4" = 1'-0" 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 ANSIAPSP/IGG 5 (AMERIGAN NATIONAL STANDARD FOR RESIDENTIAL THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) INGROUND 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 DE516NED AND ITSELF INGLUDIN6 THE LOSS OR USE RESULTING THEREFROM). (5) 15 CAUSED IN CONSTRUCTED IN CONFORMANCE WITH ANSIAPSP/IGG 6 (AMERIGAN NATIONAL WHOLE OR IN PART BY ANY NEOLI6ENT 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 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 15 CAUSED IN PART BY A BARRIER (MINIMUM 48 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 INGLUDIN6 WITH LOCAL AND STATE RESIDENTIAL BUILDING CODES 15 PROVIDED. BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING 4. SWIMMING POOLS SHALL BE COMPLETELY ENCLOSED BY A PERMANENT 40'-O" 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 DR.AWINOS, SPECIFICATIONS, 2020 NY5 RESIDENTIAL CODE. APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN 5. BARRIERS, BARRIER 6ATE5, LATCHES, ALARMS AND MECHANICAL FUNCTIONS AUTHORIZATION OF THE ARGHITECT/E'NGINEER. SHALL COMPLY WITH SECTIONS R326.4.2.1 THROUGH R326.1.3 OF THE 2020 NYS 19 RESIDENTIAL CODE.. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWIN65 I'-O" STONE COPING NEEDED, UNLE55 OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS 51TE WORK PERTAINING ARE TO BE FIELD VERIFIED. I. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR 20. CONTRACTOR TO REMOVE $ RELOCATE A5 REQUIRED ALL EXISTIN6 WORK 2 VERIFY ALL 61VEN DATA ON DRAWIN65. IF THERE 15 A DI50REPANGY, WHICH INTERFERE5 WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. RECEIVE CLARIFICATION FROM ARGHITEGT/ENGINEER PRIOR TO PROCEEDING. 21. ALL MATERIALS ARE TO BE INSTALLED A5 PER MANUFACTURER'S 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWIN65. SPECIFICATIONS, UNLESS NOTED OTHER.IWI5E. STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING 22. PROVIDE FIREBLOGKING AS PER NEW YORK ACCESSIBILITY STANDARDS. SITE. STOCKPILE ALL EXCAVATED MATERIALS. T 25. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY 4. NEW AND EXISTIN6 BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE I I cr UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORK5 ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE GOPYR10HT PROTECTION ACT OF 141SO (AWGPA), WHICH HAS SEVERE PENALTIES. FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. lu 0 5. PROTECT TREES WITHIN EI6HT FEET OF THE BUILDIN6. PROPOSED X to 1NGROUND POOL O _ Q 500 S.F. O O Z IQ O PO&UNTO BE �t V I I � STONE GAP (4) #4 HORIZONTAL BEAM BARS m II II � f \ A-101 I I A-101 DN• 4 PROJECT: ALTERNATE VERTICAL #3 BENCH \\\\\ AR5 TO SUPPORT EXTRA LA U R E L AV E N U E BOND BEAM BARS LOT 7 VERTICAL BARS# # ALTERNATE 3 AND 4 POOL NOTES: AN NOTE: 1305 LAUREL AVENUE 6" O.G. 5FT - 01FT AREA ®0 I. POOL To BE HEATED ALL EXTERIOR DOORS AT EXISTIN6 SEE SECTION 2. POOL TO HAVE SALT GENERATOR DWELLING WITHIN BOUNDARIES OF R 3. PROVIDE AUTOMATIC, COVER PERIMETER FENCING TO HAVE ALARMS 4 PLANS DEPTHS SOUTHOLD, N.Y. 11971 FO A DRAWING TITLE_ HORIZON-AL BARS a PROPOSED 1 I NOROUM7) POOL A)"OUT PROPOSED LAYOUTS \// #3 ® 12 CENTERS PROPOSED SECTION 4 SCALE- I/4" = I'-o° PROPOSED CONST. DETAIL THICK WALLS j //X\/\\\ " BROWN GOAT PAGE: PLASTER FINISH 40'-0" TOP OF POOL WALLp-310 10 0 TOP OF POOL WALL -_-_-_-/ \\ \\ \\ ELEV. O.O'------------,GRAD;=•\\ V jE i /\//\/ j\/j�/ '..`. Q /j\//\\ \ DATE: 07/01/24 F 2 /`UNDISTURBED�\ / EARTH \/\/\ /\y 1655 SLOPE;33% \\ \\ \\ \ _-_-_ SHALLOW POOL FLOOR \//\\//\\//\\//\\//\\ 6" THICK FLOOR SECTION //�//�//� MAX. ALLOWED :. .•'• •.. .. ,.. ;' //////////// --- ELEV. -4.0' .. FLOOR #3 BARS 12" O.G. \\ \\ \\ \\ \ \�\ \ \� \ \ \ \� \� \\ \ \ \ \\ \\ \\ \\ \ POOL DEEP END FLOOR------- //\/ GOMPAGTEDNNDISTURBED EARTH �.�' ELEV. 'i.0' / / / / / / //\\// \/\\/\\/\\/\\ \\ \\ \\ \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\ /\\/\X0\ \\X/\\/\\/\\/\\/\\/\\/\\/\\/\\ \ \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\00\\/\\/\\/\\/\\/\\/\\/\\/ \ \ \ \ \ \//\//\ \ %//% %//% %//%//%//% \/\\�\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\�� \//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\ \ \ \ \ .,i y rt 4er -} \ j//j//j//j//j//'//'//j//j//j//j//j//j\�/% \ �\/\ /\/\NW\\\/\\/\\/\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\ FROP05E17 r7)ETA I L I/O P- 101 FROPOSEP SECTION 1 - 1/A-101 SCALE: 5/4" = P-o" 50ALE: 1/4" = P-o" I