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HomeMy WebLinkAbout51098-Z ny TOWN OF SOUTHOLD yam , tl% BUILDING DEPARTMENT " TOWN CLERK'S OFFICE r h 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#: 51098 Date: 8/21/2024 Permission is hereby granted to: Marratime Capital V LLC ........... w.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: 1475 Laurel Ave Southold SCTM # 473889 Sec/Block/Lot# 56.-1-1.4 Pursuant to application dated 7/3/2024 and approved by the Building Inspector.. To expire on 2/20/2026.w Fees: SWIMMING POOLS-IN-GROUND WITH FENCE ENCLOSURE $300.00 CO- SWIMMING POOL $100.00 Total: .................... . $400.00 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT 7� �7 Town Hall Annex 54375 Main Road P. O. Box 1 179 Southold,NY 1 1971-0959 ., Telephone (631) 765-1802 Fax (631) 765-9502 � . °,' r �wn, a�utllc1cd '.tib , Date Received APPLICATION FOR BUILDING PERMIT w p � For Office Use Only JUL — N 2024 a . PERMIT NO. 5 1 0q Building Inspector: Applications and forms must be filled out in their entirety. Incomplete rw II y� applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:07/01/24 OWNER(S)OF PROPERTY: Name:Marratime Capital V LLC AECTM#1000- CE�(o - C)1 - k,L4 Project Address: 14-795 Laurel Avenue, Southold, NY 11971 (o Phone#:631 603 9092 Email:drnarra02@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 ]:Eail-:bepperson@amparchitect.com DESIGN PROFESSIONAL INFORMATION: Name:Anthony Portillo Mailing Address:PO Box 152, Mattituck, N.Y. 11952 Phone#:631 603 9092 Email:aportillo@amparchitect.com CONTRACTOR INFORMATION: Name:AMP Build LLC Mailing Address:PO Box 152, Mattituck, N.Y. 11952 Phone#:631 603 9092 Email: DESCRIPTION OF PROPOSED CONSTRUCTION ANew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: Other Inground Swimming Pool $80,000 Will the lot be re-graded? ❑Yes _4No Will excess fill be removed from premises? *Yes ❑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? iAYes L]No IF YES, PROVIDE A COPY. R C'heck Box Afteir 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 B tint name):AMP ArCh IteCtU re BAuthorized Agent ❑Owner ply ican Signature of A li Date: 07/01/24 g 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 1 day of j 20 2 4 Notary 'c DARCEE AUFENANGER NOTARY PUBLIC,STATE OF NEW YORK Registration No. 01AU00196441PT0PERTY OWNER AUTI,,,,MI TIOI Qualified in Suffolk County 'Where the applicant is not the owner) Commission Expires January 9,2028 Constantino Marra residing at 71 15th Ave, Sea Cliff, NY do hereby authorize AMP Architecture to apply on my behalf to the Tow 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)444-03651 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 septentrionalis),a species listed as "endangered" by both New York State and the US Fish &Wildlife Service, within 3 miles of the project location. We have determined that tree cutting at this location between March 1 and November 30 of any calendar year may result in the"take"of these endangered/threatened species ortheir habitat within the meaning of Environmental Conservation Law(ECL) §11-535.The term "take" is defined in part as the direct killing or injury of individual members of a protected species, interference with critical breeding, foraging, migratory or other essential behaviors, or the adverse modification of the species' habitat The"take"of a species listed as endangered or threatened is prohibited in the absence of a permit from this Department issued pursuant to ECL§11-535. In order to avoid an Endangered Species "take," no tree cutting activities must be conducted at the project site between the dates of March 1 and I 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. 9 a a Sincerely 41 : ' Maas Macl<lnnon Environmental Analyst 2 cc: AMP Architecture PLLC, Wildlife, File �x�� flwa(aarrnt of Ertrrlttttta� Conservation AC CERTIFICATE OF LIABILITY INSURANCE DATE` 1/81202YYYY' /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 endorsemerlt(s). PRODUCERSheila Maher .,. Arthur J. Gallagher Risk Management Services, LLC W_qNay 516-622 2482 _ r,rarrJ_516„745 0082 1 Jericho Plaza E o-W1AIL CONTACT Suite 200 A sh o-la m Df3R m�1aherl Mg COrT... mmw, Jericho NY 11573 INSURER s AFFOREWIMJG COVERAGE , ��..nine&Gen eral tray Co _ n� ��. 12294 INSURED _ ..-.....e .... .....__�..._.. ...a... ^�AO ��MARRDEV-01 INSURERASouthwestMaf____ � .—., Marrc on Development/AMP Build uRERB m � .�. � 137 Glenwood Road wsuRERc Glenwood Landing NY 11547 INSURER E, INSURER; 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. TYPE OF INSURANCE . .. POLICY POLICYE'F POLRCYES[P -., ....�,._—_. LIMIT ... .._-.... .. --....... ...... .. ,,,�ADDL StA .. LTR INSR UMBER I MID YYY fo YY S A X COMMERCIAL GENERAL LIABILITY GL2023RLH00503 12/412023 1214/2024 E,ACHOCCURRENCE $1,000000 Xfu115{ t a#_urrtncM.e), $100 000 —,,._. CLAIMS-MADE OCCUR MEO EXP(14aey one jpe ro) $5.0E30 PERSONAL&ADV INJURY 15 1„000.000 GEN'L AG.. ... G ....COMPPOP AGw $2.. ... ..� GREGATELIMITAPPLIESPER: ENERALAGGREGATE �5 000000 PRO- ,, PRODUCTS 000 04d0 ... . POLICY� � ------•• X, JECT LOC $ j OTHER,: $ li EDMOINED SIN LE AUTOMOBILE LIABILITY w(_(xa den__ ANY AUTO BODILY INJURY(Per person) [$ OWNED SCHEDULED BAUTOS ONLY AUTOS ODILY INJURY(Per accident) $ � HIRED NON-OWNED rROPE6T1"OAMAr'aE $ AUTOS ONLYAUTOS ONLY Per ar1t1 ..... UMBRELLA LIAB OCCUR EACH OCCURRENCE7—L ,,,,,,,, �'S EXCESS LIAB w ...., CLAIMS-MADE A'CrGREi'afiTE...... ......,��. ,,,... „.... ...._, DEO RETENTIOri75 N5 'WORKERS COMPENSATION ��mU,x,��,RH AND EMPLOYERS'LIABILITY Y I N ANYPROPR1ET:OROPARTNERIEXE,C _ .... UTIVE. .. I EACH ACCIDENT S OFF'ICEMM;EMBEREXCLUC NA E.L DISEASE EMPLOYEE $ (Mandatory in NH) . �. r E L.DISEASE POLICY II exs„describe under DESCRIPTION!OF OPERATIONS b0 LIMIT S 1 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 Yo STATE Compensation Board DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW .................... ..._ _ W_ ....._ 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 3b, Policy Number of Entity Listed in Box"1 a" 54375 ROUTE 25 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 ...... mm ......" .. ........ --..�... (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 Markwtca,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 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 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 --- tion Board Employee) Telephone Number Name and Title Please Note Only insurance carriers licensed to write NYS disability and ""., ....-,. " y 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. D13-120.1 (10-17) Certificate Number 770035 51 D 7L L �Eoo� Q _AN Lu Lu Ln L=iF L A! �+weA�,a co "/3 R-80 \ o b� _ O O CCV-00 z0 r a — I OWNCB In U 0 4- i .._... .... O m o CD N IWc...xr • O�G W v OPEN SPACE PARCEL 10 ACCESSORY '�`- ---- - ---- --�Al PROPOSED SPLIT RAIL FENCE TO LOGATIOI�I MAC' Q� EL.=25.35' BE MAINTAINED BY SOUTHOLD TOWN SETBACK N12°45'40"W 175.00, SCALE: NTS �� L.=28.14' Is . ` _ q _ . - _ 4 _ - . _ - _ a . _ - _ p . - _ s . . - - . ` . . . ' + . - _ - . - � . - a A _ I FADE E""r : U_ PROJECT LOCATION & SCOPE Q ' — _ . . . . . . . _ . . . . . . . _ . . . . . . . . . . _ _ SITE PLAN & ZONING DATA O 8a.8 GENERAL NOTES I- O STRUCTURAL DESIGN CHART PROPOSED OUNITE O POOL PLANS & SECTION MIN Tz \IN-GROUND SWIMMING - - - - _ POOL I � I POOL FENCE APPROX. - - - - - - PROP. POOL - - - - 480 LINEAR FEET . _ DRYWELLI _ I - _ _ . PROP. STONE PATIOJ — - - - - - < 8" FROM GRADE; I 1,000 SF I p . �� �� � I i . . . . . . _ 4' HIGH POOL FENCE AS CL PROJECT / ZONING DATA PER NY5 CODE; PROV. I POOL EQUIPMENT SELF—LATCHING $ I I I �- TAX MAP # I I000-56-OI-OI.4 • - - - - PROP. - SELF-CLOSING GATE BURIED I ZONING DISTRICT R-50 NON-CONFORMING . . _ .. ( - I,---`---- I ; - I LOT AREA 0.8 ACRES I COVERED 1 PATIO LOT CLEARING — 50% MAX. AS PER SOUTHOLD TOWN BOARD PLANNING APPROVAL (\ LOT SIZE 35,001.0 S.F. z _ . ---------- . w ` ` 1 5096 OF LOT REQUIRED TO REMAIN 17,501 S.F. 0 PROPOSED 2-STORY ND. i _ - � � - 4' HIGH POOL FENCE AS � / FRAME DWELLING NOT PART OF . PER NYS CODE; PROV. AREA OF PROPOSED CLEARING 17,452.0 S.F. 1 I PROP'I SELF-LATCHING THIS FILING SELF-CLOSING GATE TOTAL AREA OF LOT TO REMAIN I7,549.0 S.F. 1 . _ _ . . . . _ . LOT COVERAGE i �-------- ------ . . . . . . . . DWELL I NO PROJECT. 1� SOUTHOLD TOWN GODS 280-124 (B) II -------------- COVERED PORCH DESCRIPTION (FOOTPRINT) AREA COV RAGE LAUREL AVENUE PROP. STONE WALKWAY ` _ ` ` ` ` ` LOT 6 i _ - TOTAL LOT AREA 35,001.0 S.F. PROPOSED DWELLING 3,753.0 S.F. 10.7% Lu PROPOSED INGROUND POOL 800.0 S.F. 2.5% m 1475 LAUREL AVENUE v I /PROP\) l�`�. �- - - - - - -.._._. _ . ..-- .-._-- .. _i . - . - - I (V TOTAL AREA OF ALL STRUCTURES 4553.0 S.F. 13.0`Yo Ln SOUTHOLD, N.Y. 11971 O / MAXIMUM LOT COVERAGE ALLOWED: 209b - �I �� PROPOSED z DRAWING TITLE: ASPHALT / . . . _ _ I vl �I DRIVEWAY ACCESSORY STRUCTURE REQUIREMENTS PROJECT LOCATION & SCOPE _ - �� lid / _ - . . _ SOUTHOLD TOWN GODS 280-15 SITE PLAN & ZONING DATA 509 AREA OF LOT TO REMAIN AS PER PROPOSED COMPLIES . . . . . . . . . . . . . . . . . . . . . _ . . . . . - COVENANT PROP'. IA OWTS 1 RE57RIGTIONS DATED / MINIMUM SIDE YARD 10.0' 45.11 YES PAGE: 5TH OF MARCH 2O25 !� MINIMUM REAR YARD 10.01 21.3' YES - F-J.00I I ■ oo MAX. SQUARE FOOTAGE 1,200 S.F. 800.0 S.F. YES I I —4/ EL.=26.3' 175.00' SITE PLAN HATCH KEY: DA TE: 07/01/24 1 OF 2 I I b ® PROPOSED ACCESSORY STRUCTURE SITE LAYOUT NOTES: _ EXISTING WATER MAIN I. THIS IS AN ARCHITECT'S SITE PLAN 4 IS -------------------------------------------------------------------- SUBJECT TO VERIFICATION BY A LICENSED SURVEYOR. THE INFORMATION REPRESENTED ON THIS SITE PLAN IS TO THE AVE � � ARCHITECT'S BEST OF KNOWLEDGE. V 2. INFORMATION WAS OBTAINED FROM ; `t SURVEY DATED NOVEMBER 6, 2025 AND .r 1 ' LL= L_ -------------- PREPARED BY: YOUNG ASSOCIATES 5 I TE PLAN 400 OSTRANDER AVENUE RIVERHEAD, N.Y. I1a01 SCALE: 1" = 15'-0" NOTES 4 SP�C� FOUNDATION. CONCRETE, AND MASONRY F I GAT I ONS I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXI5TIN6 FOUNDATION AS IT IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDED APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE CLIMATIC, 4 GEOGRAPHIC DESIGN ORITI-RIP. TOGETHER AT ALL TIMES. IT 15 AL50 THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, 5UB-GONTRAGTOR5 IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF SPECIFICATIONS,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 FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED SOIL GENERAL 40-0 Q 5. SOIL TO HAVE MIN. BEARING CAPACITY OF (1) TON/50. FT., U.O.N. BASIC WIND SPEED I50 MPH I. NO WORK TO START UNTIL APPROVEti' PLANS ARE OBTAINED FROM THE 0 APPLICABLE BUILDING DEPARTMENT. EXF05URE CATE60RY B UJ 4. FOOTINGS TO REST A MIN. OF 4'-0" BELOW GRADE, UNLESS 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. OTHERWISE NOTED J C6 ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXI5TIN6 SEISMIC, DE51ON CATEGORY B m 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWIN65, U.O.N. Q a--+ (•V STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS WEATHERING SEVERE c � 5. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES Q AND AUTHORITIES HAVIN6 JURISDICTION. UNTIL 151 TIER OF FRAMING 15 IN PLACE. O = .- FROST LINE DEPTH 3'-O" r- 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RES'ONSIBILITY 'T. FOOTINC75 TO BE POURED CONCRETE OF 51ZE 5HOWN ON DRAWINGS. >- C0 4 Zj OF THE OWNER./BUILDER 8. ALL OPENIN65 FOR BEAM POCKETS, UTILITIES,ETC. TO BE FILLED TERMITE MODERATE TO HEAVY O C N Z Q SOLID WITH CONCRETE. 1 5. ANY OM15SIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS d �co � � SHALL BE CLARIFIED WITH THE ARCHITEGT/ENGINEER BEFORE PROCEEDING ICE BARRIER REQUIRED YEE, r- U WITH THE WORK. a. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 6-005. 2 X = N O Q O a-' 1 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE 5TRENOTH AT 25 - C9 6. NO DEVIATIONS OR CHANOE5 TO THE: STRUCTURAL SYSTEM SHALL BE MADE DAYS OF 4p00 P.S.I., U.O.N. -c Q m '-' UNLESS APPROVED BY THE ARCHITECT/ENGINEER. N O c; -J Ln -1. CONTRACTOR TO VERIFY DIMEN5ION5 OF FOUNDATION WITH FLOOR PLANS 11. GONG. SLABS TO REST ON MIN. OF b" FINE GRAVEL OR SAND WITH Q r a 6 BEFORE THE START OF FRAMING 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER b. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES, 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. I GLEAN p 15. BRICK VENEER TO BE ANCHORED WITH CORRO51ON RESISTANT TIES - GP-IOI f COMPACTED Q. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE (I) WALL TIE PER (3) 50. FT. EARTH 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. 11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, IRA AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. { PERMISSION FROM THE ARCHITECT. FROM FOOTING TO 2" ABOVE FIN15H GRADE. 70 12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF -HE WORK AND IS ib. NO CONCRETE OR MASONRY WORK IS TO BE PERFORMED IN TEMPERATURES m U _ RESPONSIBLE FOR DESIGN INTENT ONLY. OF 40°F AND FALLING, UNLESS APPROVED BY ARGHIT'EGT/ENOINEER. NO P. GONG. STEPS i CONCRETE SHALL BE PLACED ON FROZEN SURFACES. n 1 15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 11. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLE55 SPECIFIED BY I A-101 A-101 �J W 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 Ia. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND BROOM GLEAN. WHERE EVER APPLICABLE. Iq. UNLE55 OTHERWISE INDICATED, ALL FOUNDATION FOOTIN65 ARE TO BE A 15. THE CONTRACTOR SHALL CARRY WORKMAN 5 COMPENSATION AND GENERAL •• • • • • • °. •. r 1 LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES MIN. 10" DEEP PROJECTING b" 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 bx6 10/10 WELDED WIRE REINFORCING. I6. THE CONTRACTOR SHOULD FULLY 6U,4RANTEE HIS WORK AND THE WORK OF 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 50LID 4 SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 5" n, DEEP 6 5'-0" BELOW GRADE. FROFOSE-L POOL STRUCTURE W 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, ARCHITECT/EN6INEER, AND THEIR A6ENT5 AND EMPLOYEES FROM AND SWIMMING POOL k HOT TUB SCALE: I/4" = I'-O" A&AIN5T ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INGLUDIN6 I. IN-GROUND POOLS SHALL BE DESIGNED AND CONSTRUCTED IN CONFORMANCE ATTORNEYS FEES ARI51N6 OUT OF OR RESULTING FROM THE PERFORMANCE OF WITH ANSIAP5P/IGG 5 (AMERIGAN NATIONAL STANDARD FOR RESIDENTIAL THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR EXPENSE (A) INOROUND 5WIMMIN6 POOL5, 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 RE5ULTIN0 THEREFROM. (5) 15 CAUSED IN CONSTRUCTED IN CONFORMANCE WITH AN5IAP51FACG 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 OR INDIRECTLY EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY 5. AN OUTDOOR 5WIMMIN6 POOL SHALL BE SURROUNDED BY A TEMPORARY BE LIABLE REGARDLE55 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 421-01, 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. 5WIMMIN6 POOLS SHALL BE COMPLETELY ENCLOSED BY A PERMANENT OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR BARRIER COMPLYING WITH SECTIONS R526.4.2.1 THROUGH R326.4.2.6 OF THE 40'-0" TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWIN65, 5PECIFICATION5, 2020 NY5 RESIDENTIAL CODE. APPLICABLE CODES AND 600P 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 ARGHITEGT/ENOINEER. SHALL COMPLY WITH SECTIONS R326.4.2.1 THROUGH R326.1.5 OF THE 2020 NYE, IQ. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS RESIDENTIAL CODE. NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS 1'-0" STONE COPING PERTAINING ARE TO BE FIELD VERIFIED. SITE WORK I. STAKEOUT IS TO BE PERFORMED BY A LICENSED SURVEYOR 20. CONTRACTOR TO REMOVE 8 RELOCATE AS REQUIRED ALL EXISTING WORK WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE 15 A DI5GREPANGY, RECEIVE CLARIFICATION FROM ARCHITECT/ENGINEER PRIOR TO PROCEEDING. 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. SPECIFICATIONS, UNLE55 NOTED OTHERt^IISE. STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING 22. PROVIDE FIREBLOCKING AS PER NEW YORK ACCESSIBILITY STANDARDS. SITE. STOCKPILE ALL EXCAVATED MATERIALS. I I - 25. 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 LAk4 BY THE ARCHITECTURAL WORKS ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE I ry GOPYRIOHT PROTECTION AGT OF IgQO (AWGPA), WHICH HAS SEVERE PENALTIES. FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. I PROPOSED w O I INOROUND OOL &00 S . F I o O O N Q i i IN W P06UNTTE BE I O V STONE (4) #4 HORIZONTAL BEAM BARS I m 2:12 I w Q �\\\ A-101 /�l N�l I DN - A-101 6-0 I o PROJECT: �-B ALTERNATE TO SU=PORT EXTRA VERTICAL #5 BENCH \ /�\ BOND BEAM BARS v\XLAUREL AVENUE LOT 6 �j\\ VERTICAL BARS ALTERNATE #5 AND #4 " O.G. 5FT - �fFT AREA FOOL POOL NOTES: PLAN NOTE: SEE SECTION b I. POOL TO BE HEATED ALL EXTERIOR DOORS AT EXI5TIN6 1475 LAUREL AVENUE \\/\\/\ 8 PLANS FOR 2. POOL TO HAVE SALT GENERATOR DWELLING WITHIN BOUNDARIES OF j DEPTHS 3. PROVIDE AUTOMATIC, COVER PERIMETER FENCING TO HAVE ALARMS SOUTHOLD, N.Y. 11971 W DRAWING TITLE: HORIZONTAL BARS w i=i�Oi�OS D I NC RCUNI7 FOOL LAYOUT 3 ® 12" CENTERS y PROPOSED LAYOUTS SCALE: I/4" = I -O PROPOSED SECTION THICK W // " ALLS�// PROPOSED CONST. DETAIL \\\\\\ BROWN GOAT Ni1\1 PAGE: PLASTER FINISH OOL WALL ✓\/\/\/\ ------ 40'-O" TOP OF P ELEV. A ■ TOP OF POOL WALL GRADE- \ ` y 00 ELEV. o.o \\ \/ -ry \GRADE //\/ \`UNDISTURBED' / EARTH / \ \ \ / / / DATE: 07 01 24 2 OF 2 /\\/\\/\�\\/\\/ 6" THICK FLOOR SECTION \//\//\//\ IMAX. ALLOWED /\\/\/\\/\\ ------ SHALLOW FOOL FLOOR \ \ \ \ / FLOOR #3 BARS 12" O.G. : ..... ...\.. ..\, :..:..: : ` • :•.;:. :. \\ \\ \\ \\ \\ \ \ \ \ \ \ \ \ \ \ \ \ �` /\ --- ELEV. -4.0' ✓///�////////////////// / POOL DEEP END FLOOR------- /\ //� \ \ \/ //\//\//\//\//\//\///\/ / //////////////////////// GOMPAGTED/UNDI5TURBED EARTH ,.:`a.•::' /\\/\\/\\/\\/\\/ /\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ \ \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ \/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/ Xx\\ \ y X^ FRCFOSEI7 DF-7AIL I/OF- 10I PROPOSED S GTION ( -I/ - 10I SCALE: 5/4" = I'-O" SCALE: 1/4" = 1'-0"