Loading...
HomeMy WebLinkAbout51093-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE i� 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 #: 51093 Date: 8/21/2024 Permission is hereby granted to: Marratime Capitalw V LLC 71 15th Ave ,.__.�.__ ..._.. _.............. ........ �_ ... Sea CINff, 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: 2375 Laurel Ave, Southold w ........... SCTM # 473889 Sec/Block/Lot# 55.-6-36.1 Pursuant to application dated 7/9/20 24 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: �... $4....................— 00.00 ...................... ----- ._... 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 hrtr)s://www.soutlioldtownii Yov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only e `7 i # PERMIT NO. 51093 Building Inspector: JUL 9 22 ; Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an RU ]ING DM. Owner's Authorization form(Page 2)shall be completed. TOWN OSOMOX-, Date:07/01/24 OWNER(S)OF PROPERTY: Name:Marratime Capital V LLC TSC-rlvl # 1000- �— ®(�_ , Project Address: 2S- rD Laurel Avenue, Southold, NY 11971 �T 1 Phone#:631 603 9092 :[Eail:dmarra02@gmail.com Mailing Address:71 15th Avenue, Sea Cliff, NY 11579 CONTACT PERSON:........... .... _ ew __nw.m_... -......—wu.w__..®..—.._..._._�.........�.. 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 LEmail: DESCRIPTION OF PROPOSED CONSTRUCTION *New Structure ❑Addition ❑Alteration []Repair ElDemolition Estimated Cost of Project: E10ther 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? *Yes :]No IF YES, PROVIDE A COPY. lig Check Box AfterReadill1g: 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 ame):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 (1 l��� 2029 �.. Notary Ic F.AUMNANGE RIC,STATE OF NEW YORK n Na.0iAU0019644 �; IRS NR AU T1 iiloN in u;�ffolk County . ........xpires January 9,20 B (Where the applicant is not the owner) �. Constantino Marra 71 15th Ave Sea Cliff NY I, residing at ' do hereby authorize AMP Architecture to apply on my behalf to the Town outhold Building Department for approval as described herein. 07/01/24 Owner's Signature Date Constantino Marra Print Owner's Name 2 „„ DATE(MM0D(YYYY) CERTIFICATE OF LIABILITY INSURANCE �- ', L✓ 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 INSUER(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 endorseent(s). PRODUCER CONTACT NAME Sheila Maher. ,A, _ Arthur J. Gallagher Risk Management Services, LLG PH101NE 516-62,2482 � .Nall '16-745-0082 1 Jericho Plaza &xq,Na j5xal _ u,.. _ E-MAIL Suite 200 Sheila maherPajg.com Jericho NY 11573 fNsuRER(s)'AFFORDING COVERAGE NAIC# .,.!NtuR�raA Southwest Marine&general InsCo12294 ,e. ,,,,... Co, INSURED iY%k 'rl V G1 B. Marrcon Development/AMP Build 137 Glenwood Road ............ _, _ _...........,, ..., Glenwood Landing NY 11547 IdSVJegB9 4NSUI�",E;R E r. INSURER.F: COVERAGES CERTIFICATE NUMBER:815305563 REVISIONNUMBER: 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 ... .,,�ADr5L ...... ...... .r,. � CLAIMS. ... Aue,k YESP TYPE OFINSURANCE POLICY NUMBER I"MM9 rmmm Yyn LIMITS '4 X COMMERCIAL GENERAL LIABILITY LI:MP1(iO3 f�oL2023rl 12/412023 121412024 I:F+d II1J�(lIl'� '� 1,000 I0O ji4IIbCC G�mwI IAI'C �r,Mw' di Gd�, j CI_AIII X `OCCUR i,gr.%MS s'n,ir, irrrre'If S 100 000 WFI "I.f,J.xCgfa06,i PL AIJ\F VB`d,.l AhrJ ° ...I. f7 Y rnrr Iar r __....I 000,000 ENLAGGREG TE LIMIT APPLIES PER: rI F.R I Ad„rr+i GAH ,�2,,00H, i100 PRO- POLICY I X �.. LfJG J I:,'P:r1I;I1C.lal-r.r:71U1/rl�,i�r G' 32,000,000 .. ,.., _,IECT OTHER � AUTOMOBILE LIABILITY ;OK,1id OI'wlC ri ,rl"+0d�t LIT i ANY AUTO 1 ' ED)1 D111.'f 14 JI J1 (1 x ry rr;.c'uinb u LED 16 ,. TOS ONLY AUTOS ... .. OWNED r HIRE NONOI 7 r t �GN Y OV_Y , s UMBRELLA LIARt :wuf EA GI I TP UII f t9C1 r EXCESS LIAB A �(4i u A I�!: ISf;l...1h611f`o-t'yY!Mr lf. DIED C V f-:Ibdlllf]I`I r� = r, ........_..._._ ..._.�.................. --.... .. i ................. WORKERS COMPENSATION iI AND EMPLOYERS'LIABILITY 1 CHI ,f Y l IV � ANYPROPRIETOR(P AR FNERIEXECU FIVE I K/4C.V F�,C. II bi"8V OFFICERiMEMBER EXCLUDED'? (Mandatory iin NFL) L...O IA rl,+lM}: f Fr I IYI L..1 t I' s IF yes,describe under mm ...M. )ESCRIPTION OF OPERATIONS below f.%' fill r”AS! 1DI 14,`r'IJ W DESCRIPTION OF OPERATIONS I LOCATIONS(VEHICLES (ACORD 101,Additional Rwnarks Schpdue,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 insurer)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 11979 AUTHORIZED REPRESENTATIVE ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD Y"11%, Workers' CERTIFICATE OF INSURANCE COVERAGE ATE 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 —------------ ....... ......... —---------------- ......... ........ ...........- ................................ ------- la.I egal Name&Address of Insured(use street address only) 1 b Business Telephone Number of Insured AMP BUILD LI C (516)946 2355 PO BOX 152 MATTITUCK,NY 11952-0152 r, Federal Employer Identification Number of Insured or Social Security S specifically limited toNumber Work I ocation of Insured(only required it coverage i certain locations in New York State i e,a Wrap-Up Policy) P'18 1 '3063 ............... ......................... ............. 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 SOU FHOILD 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 09/3012024 ............... 4 Policy provides the following benefits: Z A.Both disability and paid family leave benefits E] B Disability benefits only [] C. Paid family leave benefits only 1 5-Policy covers: Z A,All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law E] 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 (SignatUM of m wranco car rlei!'_s autho6zed relxmentativeor NYS Ucen,,od Inniurana,eArfnnr or 0w[iiwwrance Clan,�e0 Telephone Number (866)697 4332 Name and Title Kristin Markwica,Head of Disability Insurance U... nit ................ 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 ....................._............ ....... .................... (SiC,�iaWre Of ALAI'lorized NYS Woi kws'CoimpensaCion Boai'd Telephone Number Name and Title ....... ........................ .. ................. Please Note.� Only insurance carriers licensed to vv&e 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 NO Faufhori7ed to issue this Form. DB-120.1 (10-17) Certificate Number 770035 10 3 Asses S � � �oR a CL ! LU ` ► �" a NO PJ6 W cu C � R-80 p��NNE �-= I I tj E "d vv- v ..� O PEE • O N Z O •� � -Y d U 1 < �• x :3 N 6j ) u I I O O O C9 . OO � � a � a � O �'�- �oN OPEN SPACE PARCEL W�.-•• r ' L a PROPOSED SPLIT RAIL FENCE TO -�� BE MAINTAINED BY 5OUTHOLD TOWN ���0`%`N pp� R'40 ( , N14°35'10"W 182.46' ell EL.=24.4q' ��`' '� �� �� c) •- - - LOCATION MAP � � EL.=26.g3' 1 I SCALE: NITS • PROP. STONE PATIO + < 8" FROM GRADE; 1,000 SF F A 0 E E Cc)I 50% AREA OF LOT TO REMAIN AS �p Q � c I ®®,®® PROJECT LOCATION & SCOPE • p I PER COVENANT 4 RESTRICTIONS �� SITE PLAN & ZONING DATA DATED 5TH OF MARCH 2O25 am Q� POOL EQUIPMENT I I ��- I Q 1 •QQ GENERAL NOTES STRUCTURAL DESIGN CHART W I 4cf 2' 1 POOL PLANS & SECTION 4 Q J 1 PROPOSED OUNITE 1 U) Qa I IN-GROUND SWIMMING >° !i POOL FIRO,-IE(�T E=.)ATA : �PROP� 1 4' HIGH POOL FENCE AS FOOL , 1 PROP.I 10' MIN. �D•w•, PER NYS CODE; PROV. Dw I PROJECT / ZONING DATA SELF-LATCHING $ SELF-CLOSING GATE 1 0 1 TAX MAP # 1000-55-06-36.1 LINE 4 AREA OF EXISTING LOT ZONING DISTRICT R-80 NON-CONFORMING CLEARING; EXISTING CONDITION DONE BY OTHER THAN CURRENT LOT AREA 0.8 ACRES PROP. / LAND OWNER BURIED LOT CLEARING - 50% MAX. AS PER SOUTHOLD TOWN APPROX. 4,55 PROPANE BOARD PLANNING APPROVAL LINEAR FEET OF I FENC I NG PROPOSED DWELLING I -V LOT SIZE 55,414.0 S.F. 15 NOT PART OF THIS z �O U w W FILING 1 w 50% OF LOT REQUIRED TO REMAIN 17,10-7.0 S.F. 0 } ►- � 0 ---------'-' O Q O ILU J AREA OF PROPOSED CLEARING 17,706.7 S.F. PROPOSED I Z Z TOTAL AREA OF LOT TO REMAIN 17,7 .30,7 S.F. 1 ASPHALT ��-�� �W UJ fL ui DRIVEWAYf- r / = iL PROP. STONE LOT COVERAGE WALKWAY PROJECT: GRADE I SOUTHOLD TOWN CODE 280-124 (5) I m DESCRIPTION (FOOTPRINT) AREA LOT COVERAGE LAU R E L AVE N U E it I I TOTAL LOT AREA 55,414.0 S.F. LOT 1 1 I MIN.1 Z PROPOSED DWELLING 3,271.0 S.F. q,29b j PROPOSED I NGROUND POOL 800.0 S.F. 2.390 m I . (PROP. I 1 TOTAL AREA OF ALL STRUCTURES 4071.0 S.F. II.5Y 2375 LAUREL AVENUE O J PROP. 1 I PROP.1 1 SOUTHOLD, N.Y. 11971 1 1iE P� p w�/ I 1 I MAXIMUM LOT COVERAGE ALLOWED: 20y ,' iw i� DRAWING TITLE: v 1> I Lu -- 1 ACCESSORY STRUCTURE REQUIREMENTS PROJECT LOCATION & SCOPE PROP. PROP. i0 i\3 L.P. L.P. SITE PLAN & ZONING DATA 1 I IU I 7— PROPOSED COMPLIES g I j 514004'00"E Lu MINIMUM SIDE YARD 10.0' 401.2' YES PROP. I o I f: 140.00'EL.=27.10' SEPTIC �� PAGE: MINIMUM REAR YARD 10.0' 45.8' YES I 1 SYSTEM I I MAX. SQUARE FOOTAGE 12 S.F. 800.0 S.F. YES F. GP-100m00 5140351101IE 162.7,7' S 14°04'00"E DATE: 07/10/24 1 OF 2 EXISTING WATER MAIN SITE LAYOUT NOTES: J� L / I I 1 I. THIS 15 AN ARCHITECT'S SITE PLAN 8 IS l"'� Y I `l l� SUBJECT TO VERIFICATION BY A LICENSED � .,_,, .•" a ,�F,s;,I ; SURVEYOR. THE INFORMATION REPRESENTED ON TH15 SITE PLAN 15 TO THE ARCHITECT'S BEST OF KNOWLEDGE. f.' '!'.• `° ; 2. INFORMATION WAS OBTAINED FROM SURVEY DATED NOVEMBER 6, 2025 AND Ir PREPARED BY: PLA N YOUNG ASSOCIATES T S 1 TE PL A l�l 400 057RANDER AVENUE RIVERHEAD, N.Y. II6101 SCALE: 1" = 15'-0" FOUNDATION, CONCRETE. AND MASONRY NOTES 4 5PEGIFIGATION5 I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT CLIMATIC a OEOORAPHIG DESIGN CRITERIA IT 15 THE CONTRACTORS RESPONSIBILITY TO f:EEP 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 SPECIFICATIONS,AND BE FAMILIARIZE WITH THE PLANS PRIOR TO WORK THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. GROUND SNOW LOAD 25 LB5 d 2. ALL FOOTINGS TO BEAR ON FIRM,VIRGIN, UNDISTURBED SOIL 40'-0" Q GENERAL 3. SOIL TO HAVE MIN. SEARING CAPACITY OF (I) TON/50. FT., U.O.N. BASIC WIND SPEED 150 MPH 0 I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE LU APPLICABLE BUILDING DEPARTMENT. EXPOSURE CATEGORY B Lu 4. FOOTINGS TO REST A MIN. OF 4'-0" BELOW GRADE, UNLESS J CD 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. OTHERWISE NOTED M ALL DIMENSIONS,CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING SEISMIC DESIGN CATEGORY B � STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, 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 15 IN PLACE. _o AND AUTHORITIES HAVING JURISDICTION. FROST LINE DEPTH 3'-O" ,. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. i 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY z � OF THE OWNER/BUILDER TERMITE MODERATE TO HEAVY O ,� r- � 0 8. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED a 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS SOLID WITH CONCRETE. T CC X � N SHALL BE CLARIFIED WITH THE ARGHITEGT/ENGINEER BEFCRE PROCEEDING ICE BARRIER REQUIRED YES C G 9. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 6-005. Q 4-1 1 WITH THE WORK. O 00 m 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 25 - a--+ j b. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE DAYS OF 4,000 P.S.I., U.O.N. �, N fa UNLESS APPROVED BY THE ARCHITECT/ENGINEER. cc GONG. SLABS TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH Q ro- ll. a G ,. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS b MIL. POLYETHYLENE VAPOR BARRIER UNDER BEFORE THE START OF FRAMING 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. I GLEAN O GP-lol COMPACTED b 15. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - EARTH cV W 4. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE (1) WALL TIE PER(5) 50. FT. 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTICN5, 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 (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. ...I...J AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT. FROM FOOTING TO 2" ABOVE FINISH GRADE. m / 1 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND 15 16. NO CONCRETE OR MASONRY WORK IS TO BE PERFORMED IN TEMPERATURES v • P. GONG. STEPS RESPONSIBLE FOR DESIGN INTENT ONLY. OF 40°F AND FALLING, UNLESS APPROVED BY ARCHITECT/ENGINEER. NO (`IL Jl CONCRETE SHALL BE PLACED ON FROZEN SURFACES.13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. I,. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY A-101 A-101 � m 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL ARCHITECT/ENGINEER. O TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL `r RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN GLASS AND LEAVE WORK I&. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND BROOM GLEAN. WHERE EVER APPLICABLE. 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL la. UNLESS OTHER3^4I5E INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A .• LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES MIN. 10" DEEP PROJEGTIN6 b" ON EACH 51DE OF THE FOUNDATION WALL. AND ORDINANCES. PROVIDE TWO #4 DEFORMED BARS CONTINUOU5 IN THE FOOTING. ALL 4" THICK CONCRETE SLABS TO HAVE bx(o 10/10 WELDED WIRE REINFORCING. 32'-6" 3'-6" 4'-O" • 16, THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF /1 THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED V J COMPLETION OF PROJECT. A5 IN SOLID 8 SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 8 I STRUCTURE W^` DEEP $ 3'-0" BELOW GRADE. FROIjOSED POOL I,. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, Q ARCHITECT/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, INGLUDIN6 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 DESIGNED AND ITSELF INGLUDIN6 THE LOSS OR USE RESULTING THEREFROM). (B) 15 CAUSED IN CONSTRUCTED IN CONFORMANCE WITH ANSIAPSP/IGG 6 (AMERIGAN 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 CR 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 4&" IN HEIGHT) DURING INSTALLATION OR CONSTRUCTION PARTY INDEMNIFIED HEREUNDER. THAT SHALL REMAIN IN PLACE UNTIL A PERMANENT BARRIER IN COMPLIANCE 42'-O" I8. 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. 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 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 ARCHI TECT/ENOI NEER. SHALL COMPLY WITH SECTIONS R326.4.2.1 THROUGH R526.1.3 OF THE 2020 NYS IQ. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS RESIDENTIAL CODE. NEEDED, UNLE55 OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS I'-O" STONE COPING SITE WORK PERTAINING ARE TO BE FIELD VERIFIED. I. STAKEOUT IS TO BE PERFORMED BY A LICENSED SURVEYOR 20. CONTRACTOR TO REMOVE $ RELOCATE AS R:EOUIRED ALL EXISTING WORK 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE 15 A DISCREPANCY, WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. RECEIVE CLARIFICATION FROM ARCHITEGT/EN6INEER PRIOR TO PROGEEDIN6. 21. ALL MATERIALS ARE TO BE INSTALLED A5 PER MANUFACTURER'S SPEGIFIGATIONS, UNLESS NOTED OTHEF:WISE. 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING 22. PROVIDE FIREBLOCKING AS PER NEW YORK ACCESSIBILITY STANDARDS. SITE. STOCKPILE ALL EXCAVATED MATERIALS. 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE ry UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT IS UNSUITABLE COPYRIGHT PROTECTION ACT OF 1940 (AWCPA), WHICH HAS SEVERE PENALTIES. FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. p I Q 5. PROTECT TREES WITHIN E16HT FEET OF THE BUILDIN6. uI z D- I PROPOSEDiu w ku INOROUND POOL Q 800 S.F. _j O O 4 ° I I ° POOL TO BE t o V 6UNITE STONE GAP (4) #4 HORIZONTAL m BEAM BARS Q j I-I i-I A-101 PROJECT: I ALTERNATE VERTICAL #3 BENCH � \\\\\ TO SUPPORT EXTRA LA U R E L AV E N U E BOND0ND BEAM BARS ,'-b" -3'-b"- 4'-O" LOT 1 \�/\ VERTICAL BARS ALTERNATE #5 AND #4 FOOL POOL NOTES: PLAN NOTE: O.G. 5FT - 4FT AREA SEE SECTION I. POOL TO BE HEATED ALL EXTERIOR DOORS AT EXISTING 2375 LAUREL AVENUE 2. POOL TO HAVE SALT 6ENERATOR DWELLING WITHIN BOUNDARIES OF 4 PLANS DEPTHS FOR 3. PROVIDE AUTOMATIC. COVER PERIMETER FENCING TO HAVE ALARMS SOUTHOLD, N.Y. 11971 DRAWING TITLE: HORIZONTAL BARS iu FROF'05EI ) I N ROUND POOL LANrOUT PROPOSED LAYOUTS \�\\\\\\ #3 ® 12' CENTERS 50ALE: 1/4" = 1'-0" PROPOSED SECTION \\//\\ ~ PROPOSED CONST. DETAIL /\/\/\ " THICK WALLS ///// BROWN GOAT PAGE: PLASTER FINISH 40' " -0 TOP OF POOL WALL _• GP-:10 :1w00 TOP OF POOL WALL -------- /� ELEV. O ELEV. 0.0' OR /\//\// :'':. 4 //\//\//\ DATE: 07/10/24 2 OF 2 UNDISTURBEDE : � /\\/\\/\\ �t \/\/\/ \\/\\/\\/\� --- SHALLOW POOL FLOOR \/\/ \TH /\/\ 6" THICK FLOOR SECTION %/ \/ \/ I6 SLOPE;335Y /\/\/\/\ /\/\/\ / // // // MAX. ALLOWED / / / / ELEV. j��//j////// FLOOR #3 BARS 12 O.G. \\ \\ \\ \\ :.... \ \ \ ' \ \ ...\ \ .\ /\/\ /\ /\ \ \ \ \ \ \ \ \ \ \ \ \/\ POOL DEEP END FLOOR-------/xx / / / \ \/\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\/ GOMPAGTEDNNDISTURBED EARTH ' --------- � \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ -� \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ i\/\/\/\/\/\/\/\/ /\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\ y \\ \\/\/\ \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\ / / / / / / /�/�//j / / / j j All PROPOSED DETAIL I/O F-101 PROPOSED SECTION I -I/A-1 O I :,. 4 �: ;`r;•; 50ALE: 5/4" = 1'-O" 5GALE: 1/4" = I'-O"