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HomeMy WebLinkAbout50199-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE t 'Y 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 #: 50199 Date: 1/9/2024 Permission is hereby granted to: Roberts Pro Dev LLC 3 Sandie Ln Manorville, NY 11949 To: Construct in-ground swimming pool at existing single family dwelling as applied for. Maintain 10 foot minimum setback to property lines for pool and equipment. At premises located at: 465 Mailler Ct SCTM # 473889 Sec/Block/Lot# 70.-9-35 Pursuant to application dated 12/6/2023 and approved by the Building Inspector. To expire on 7/10/2025. Fees: SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $300.00 CO- SWIMMING POOL $100.00 Total: $400.00 Building Inspector rat „ TOWN OF SOUTHOLD-BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 //www. otitt lett : _dtownn . oV Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only • y "per " ai y 4 " PERMIT NO. q p ��� Building Inspector: DEC 6 2023 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 forrn(Page 2)shall be completed. ., -I f 1 TT C ....Date: � � � 2�l �a� OWNER(S)OF PROPERTY: Name: 4 Q J` co n e U SCTM# 1000- -7 Q - Q . 3� Project Address: S el A- Phone#: ( -` (`� Email: Mailing Address: (OS �� ,1 (�(L Gt S �' 0 CONTACT PERSON: Name:�� II Mailing Address:�O 6O ��QZ (J'\ � S Q" �) 9`7 Phone#: Email; � ►'��tYl�'Y� C� ��GCory-) DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: Phone#. Email: CONTRACTOR'INF INFORMATION: Name: (1(1A-Y-n LL Mailing Address: PO Qox � Z ���� Phone#: ll��1 `�� --7-70- Email: V\� C YYI "A S��G a CO''>" DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: then q .j r , C $ 105 od Q Will the lot be re-graded? Yes El No Will excess fill be removed from premises? Plies ONO 1 PROPERTY INFORMATION Existing use of property: , Intended use of property: Zone or use district in which premis�iS situated. Are there any covenants and restrictions with respect to this property? ❑Yes ❑No IF YES, PROVIDE A COPY. Ch peer 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building mat pursuant o th Buil by Check Box After Reading. The owner/contractor/design professional is responsible for all drains a a" g p t e Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section'210AS of the New York State Penal Law. Application Submitted By(print name): 0PAuthorized Agent El Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: kk COUNTY OF 5,3 i being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the , (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 Y a v da of, LJ--, 1 �, 20 M , Notaryy)ublic —ffTY'L V1TAR •. NOTARY PUBLIC,STATE OF NEW YOR BRITTNEY L I"IO.O1Z a'01r,91 AUTHORIZATION NOTARY PUBLIC,STAT ;ORK NO.01ZA63 OU INBU�tKCOUNIY Where thea applicant is not the owner QUALIFIED IN U WT! MY 0011MISSION�PIRFs APRIL II 20'27 P P ) � 'UN 'r! COMMISSION EXPIRF . , ,2027 residing at .„ � ( w 1 'P y q K� do hereby authorize P. �� Lf to apply on my behalf to the Town of Southold Building Department for approval as described herein. �"..�`" �. ''`.� ..........W ......... � {. Yom. R Owne %SI nature Print Owner's Name 2 17--%*11,11it NYSIF New York State Insurance Fund PO Box 66699,Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE (RENEWED) AAAAAA 455296491 MALONEY&MALONEY INC 108 WEST MONTAUK HIGHWAY 1�0%I PO BOX 1024 HAMPTON BAYS NY 11946 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER M&M POOLS LLC TOWN OF SOUTHOLD PO BOX 1302 BUILDING DEPT HAMPTON BAYS NY 11946 54375 ROUTE 25 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12100 48, 24332 05/06/2023 TO 05/06/2024 12/5/2023 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2100 482-5, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER THE SOLE PROPRIETOR,PARTNERS AND/OR MEMBERS OF A LIMITED LIABILITY COMPANY. THE POLICY INCLUDES A WAIVER OF SUBROGATION ENDORSEMENT UNDER WHICH NYSIF AGREES TO WAIVE ITS RIGHT OF SUBROGATION TO BRING AN ACTION AGAINST THE CERTIFICATE HOLDER TO RECOVER AMOUNTS WE PAID IN WORKERS'COMPENSATION AND/OR MEDICAL BENEFITS TO OR ON BEHALF OF AN EMPLOYEE OF OUR INSURED IN THE EVENT THAT, PRIOR TO THE DATE OF THE ACCIDENT, THE CERTIFICATE HOLDER HAS ENTERED INTO A WRITTEN CONTRACT WITH OUR INSURED THAT REQUIRES THAT SUCH RIGHT OF SUBROGATION BE WAIVED. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STT44 SUR NCE FUND DIRECTOKINSURANCE FUND UNDERWRITING VALIDATION NUMBER: 1005311624 U-26.3 DATE(MMIDD/YYYY) CERTIFICATE OF LIABILITY INSURANCE 12/0512023 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 CONT:C Kate Maloney Celi Maloney and Maloney Inc. PHONE (631)728-0400 AJX Nor (631)728-0695 EXO: 108 West Montauk Highway ADD ss: kate@matoney-maloney.com P.O.BOX 1024 INSURER(S)AFFORDING COVERAGE NAIC# Hampton Bays NY 11946 INSURERA: Philadelphia Insurance Companies INSURED INSURER B: Merchants Preferred Insurance Company 12901 M&M Pools LLC INSURER c: ShelterPoint Life Insurance Company PO BOX 1302 INSURER D: INSURER E: Hampton Bays NY 11946 INSURER F. COVERAGES CERTIFICATE NUMBER: CL2372013082 REVISION NUMBER: THIS IS TO CERTIFYTHATTHE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMEDABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE 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, VYP LIC EFF P O LICeXP TR TYPE OF INSURANCE O POLICY NUMBER MMIDDIYYYY mmm LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $-DAMAGE TO RENTED 1,000,000 � EACLAIMS-MADE ❑X OCCUR PREMISES Ea occas ranee $ 100,000 CONTRACTUAL LIABILITY MED EXP(Any one person) $ 5,000 A Y PHPK2580404 07/23/2023 07/23/2024 PERSONAL&ADV INJURY $ 1,000,000 +�G,EE,rN'LACG'I FORTE LIMITAPPLIES PER: GENERAL AGGREGATE $ 2,000,000 r+'+. POLICY PRC ❑LOC PRODUCTS-COMP/OP AGG $ 2000,000 JECT OTHER General Aggregate per $ 2,000,000 AUTOMOBILE LIABILITY G4iMYB SINGLE L1Ma7 $ 1,000,000 Ea accidLnt l .., I ANYAUTO BODILY INJURY(Per person) $ BOWNED SCHEDULED CAP1076370 07/23/2023 07/23/2024 BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY D $ AUTOS ONLY AUTOS ONLY ex acOdant $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ DED I RETENTION$ $ WORKERS COMPENSATION AND EMPLOYERS'LIABILITY YIN STATUTE "TRH- PROPRIETOR/PARTNER/EXECUTIVE NIA E..L..EACH ACCIDENT $11 OFFICER/MEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ C NYS DISABILITY/PAID FAMILY LEAVE DBL433241 01/01/2014 01/01/9999 STATUTORY DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,maybe attached if more space is required) certificate holder is listed as an additional insured. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN TOWN OF SOUTHOLD ACCORDANCE WITH THE POLICY PROVISIONS. BUILDING DEPT. 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 orri rri oZco rri —moi � � O PIZ � ! STOCKADE `I FENCE N5 3 00 E 101.62' a CH.LNK.F ALONG RUNE � m 4 LIS r� / o �S °° „ Zw- Zco Ln -P co � Nj"'� ,. rry nl Q° o w n N m . cr o o r v,o n r 11 T o v n ~ AS o r p N Z .013 �? CniL 4 0 y � / HT1 m Uf toca j R• [� Oozg , 70 _ AF I� rn = , ' o ,� f rnr t q P o I r O2nCR O Uf Oot.LO.CJS 1-20- '00'00 L ^ - — _ rrrrTTAT y U ss" sSe5soi2s ARE,ALLONMENSHM 0 BE FELD VERIFIED 36'-0" 1r TO WASTE yp HO�My�971 LER canny aF SurTauc HAR LM SME(IF NEW YORK sLIC1iON STRA ER SKIMMER r —EDNEO APPROVED AS NOTED RESIDENCE ENCE UGIT enat 10 PoaL DA o� B.P.# /� TAX Q PUMP POOL OVAL UM DRAM UM FEE �'pBY: N x 1W - LIYDF2061AA71C VALVE AND NOTIFY BUILDING DEPARTMENT AT v===- 3W (8–07 IN–GROUND o ooLiECLLON LUBE N GRAVEL BJIg 6y,�r¢PV z a.b w GUNITE POM ( -� 10 631-765-1802 8AM TO 4PM FOR THE Sri�r i spat b N� .Tad UFR M M� FOLLOWING INSPECTIONS: cr pwmbd-�,� � 1. FOUNDATION-TWO REQUIRED SCHEMATIC PIPING ARRANGEMENT FOR POURED CONCRETE 2. ROUGH-FRAMING&PLUMBING HEATER L x T N.T.S. 3. INSULATION RE rt RN STEPS 4. FINAL-CONSTRUCTION MUST NM—SUPBE COMPLETE FOR C.O. DUAL MAUI DRAUI D[ GN ALL CONSTRUCTION SHALL MEET THE >M1tI s1RNNEt saFt iY ACT REQUIREMENTS OFTHE CODES OF NEW APPROVED DRMS) Pool- NOTES YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTON ERRORS POOL PLAN 1.Pool- AND PROPERTY To CWORM TO NYS M20 UNIFORM CODE SUPPI EMErIT.SECTION R326 N.T.S. 2.POOL SHALL CONFCRM TO ANSI/ NSPI STANDARDS R326.3.1. 3.SECTION R326.7 POOL ALARA REQUIRED. !' 4 ENTRAPMENT PROTECTION REQUIRED SECTION R32&5. 36'-0" ��� 5.POOL SHALL COMPLY MATH BARRIER REQUIREI0ITS SECTION R326.5. AS„� —————————— ——— 6.POOL SHALL COMPLY WIN RHER IATIONAL ENERGY CONSERVATION CODE SECTION R40110: �uwcPGM-USE OF o M EU,sir 6 3 POOLS AND PERMANIa1T SQA ENERGY CONSUMPTION (MANDATORY), m SECTION R40110.1HEATERS SECTION 11403.10.2 TIME SWITCHES eom %�Q Nkw Yak�imo SECTION 11403.103 COVETS Flmc (SIS)WS-M48 7.THE DEIGN IS BASED ON A DRAINAGE SOIL WITH 40%SILT, GROUND WATER SHALL NOT OM WITHIN LIMITS OF THE EXCAVATION. IF POOL LONGITUDINAL SECTION GROUIm wATER DUSPS um 6' BELow(MADE SPECIAL DEWATERING FACILITIES MALL BE REQUITED. wATER DISPOSAL IS LIMITED TO sm- t�OF NE{yy y4P N.T.S. OV ETYS PROPERTY. &No SURCHARGE ALIDWED WITHIN f OF sHALLOw END AND 6' OF DEEP END. �R33,0� 9.REINFORCING STEEL SHALL BE INTERMEDIATE GRADE BILLET STEEL WITH A MINIMUM LAP OF 30 BAR DIAMETERS, S MMOL Py- 0. E0. 10. REBAR SHALL BE 27 MIN. CLEAR TO EARTH. o� 11. POOL WATER SUPPLY BY OWNERS GARDEN HOSE POOL TO BE KEPT FULL DURING FiTEEZING WEATHER. PUMP CAPACITY TO BE (NERAL NOTES. SUFFICIENT TO EMPTY POOL IN 24 HOURS POOL PLAN, —— —— CROSS SEC7TON% 12. LOCATION OF PROPOSED SWIMMING POOL AND POOL. EQUIPMENT BY OTHERS AND SHALL COMPLY WITH ALL LOCAL ZONING PIPING SCHEMATIC, o REQUIREMENTS. & POOL DETAILS a0 13. ALL DRAIN COVERS 70 MEET ALL REQUIREMENTS OF THE VIRGINIA GIMW BARKER (VGB) POOL AND SPA AC 14_ THE SWIMMING POOL HAS NOT BEEN DESIGNED FOR USE WITH DIVING EQUIPMENT, FOR DECK LEVEL APSP/ICC-5 2011,REWIREMENTS FOR MINIMUM POOL DEPTH AND INTERIOR POOL DIMENSIONS. OPOSEDNITE 15. CONTRACTOR SHALL VERIFY SOIL BEARING LOADS PRIOR TO INSTALLATION OF POOL – PRPOOL CROSS SECTION 16. SLOPE PACK) SURFACE If PER FOOT AWAY FROM POOL lr, L, � JAN 5024 N.T.S. ALL DNM31SKM ARE TO BE FIELD vEFHEIED 10' Minimum Length of Non ENT MORTAR JOINTMetallic Conduit with 8 insulated 4y 12' STANDARD copper wire as per NEC 465 MAILER COURT12' Mint COPING SOUTHOLn NY 119n Brass Electric Pull COPING Boxes 6' Above Water 4 12' GROUND sr�COUNTY Lew YM OF SUFFOLK 2- BARS MARE TO STEEL TILE 2-#4 BARS O CUNEO N BORDER 16 BENT BOND N Xi B 1 RESIDENCE PLASTER BEAM AROUN16 D 4' M N TAX DWI NITCH #4 BARS ® RECESSED 12' O.C. BOTH WAYS LIGHT 3' SECTION PLAN Hm mb we ty ar Am ampowbm PX_lhyra�bM =9".r d mgr r not t b bi SKIMMER NITCH DETAIL �P '0�"OLD be dt°°Py° N.T.S. Typical Light Box Detail � Coping N.T.S. N.T.S. COPING COPING 6x6 Frostproor Veneer Varies -Vary Thidmess of MOM COPIN Tde Raised Pod Wall To Allow For 1. Tis Poo_SHALL E 0061O1CIED N COMPLIANCE WITH CHAPTER 6 OF TE Thidmess Of Veneer Plus 6' z e�oRMWRK IAL Baa1G GM TUBE iWAALLMHEALIH 0EuMDERMEA1H THE PAVED LN Of mU11A�EXTEMWNG V FROM EDGE OF POOL WITH CM 1 EG06OD MAY Lar OR 2—#4 B 6x6 FROST s WATER LINE O & � S�BE D��AM C ��� FLOGS SMAMOUT PROOF TILE 2-#4 ornMA710HAL s POOL ME)SPA COLE. to BARS ao 6'x6' FROST PROOF Pliw SHALL cONEaXeL to APPHwHX c a 71E HEw Yaa(QTM BUILDILHG CODE NOrs Bars ® #4 Bars " PATTERN BORDER TILE OR MOSAIC L AMIKKAL aom � �NUMBER SHALL���� ® 12' OC SHALL BE DEE3NOED FROM ACTUAL GROW NATER CODnHONS FOLHD12' OC Anti Vortex zMaNG� sM HE 3�50D psi(4B Dare) Anti Entrapment CILE RADIUS VARIES Main Drain Cover ALL THICKNESS 3 CONCRETE M O(SHALL ff A 4-Iftl SAND 70 CERT RA710 6Y VOLUME. TO BE CHANGED CONCRETE SHALL ff F7ElIL1ATIGlLY PLACE AGAINST NA7IRAL HIDISn11En SEE SCHEDULE #4 Bars ® UNIFORMLY 4- OWNER SHALL.PROVIDE THE FOLLOf cL 12' OC MAIN DRAIN #4 Bars ® 12' OC �AROUND TIE HE���OWE GAus SHALL HE SELF 1-z-zs 1 Typical Section At Shallow End VGBA COMPLIANT Horizontal and c. WET SELF Po Lguu AT LEPSF TWICE A DAY FDR SEVEN DAYS 6�® N.T.S. ertical d ASSURANCE THAT POOL LIGHTS WILL Nor HE TURNED ar WHEN POO_IS W. Typical Section At Swimout e. ASSURANCE THAT RUBBER HOSE V L NOF HE USED 10 FILL Par AS R V L N.T.S. Typical Section At Raised Bond Beam HEAR«ME PLASTER MML SN.T.S. MILS PLAN ASSUMES A SOL BEMONG CAPACIY OF GME(1)70H PER SWAM FOOL F SO I R OOd1KILLS PIEVAL THE COrTNACM SHALL OVER-E)=VATE �¢ COPING AHD BACKFILL WITH COMPACTED FILL 70 ACHIEVE I MF M� SLOPE DECK t9zs ndlmam Avaoe 6'x6' FROST PROOF Bond Beam Steel 2-#4 Y4 � Pim (516)785-42W Y a TILE OR MOSAIC For Non Expansive Sob DOUBLE MAIN DRAIN P� (516)78�91� PATTERN BORDER 3--#4 For Expansive Soil POOL RETURNS SET AT SPACED 3'-0' APART 12' BELOW WATER LEVEL PER CODE ' SOF NE{y WATER UNE RADILS SCEDIILE REINFORECED GUNITE 94Po xg.gy�qF 'r MD1C SEE PLAN #4 0 12 OC EACH WA1tWATER + � ti.•� + O FF 6 FIE FF POLL OEM PWRIS ao 0 0 0 fr Bars 'I 2 THICK I Q7439 Horiz WALL I FT 6 Fr Fr 3� r-O' ;,1 0 ��ar�AIAL�� ,nr 2FF6Fr6FT. 4'� r� ' " ��� �� : °o ORA1M4 3 FF FF FIE s� z� FLOOR Q Er THICK MAX // WALL 1.3 M 4 FT 6 Fr 6 Fr H:� S-OrANTI VORTEX GUNITE DETAILS Anti Vortex T_W X-677 #4 BARS ® 12' OC PLACED OPE ANTI ENTRAPMENT Anti Entrapment I WALL THICKNESS TO 5 Fr 6 Fr6 FF 'r-r——4-a" THORUGHOUT POOL BOTH (RAVEL VGB COMPLIANT Main Drain Cover BE CHANGED Hr--w— HORIZONTALLY AND SUMP MAIN DRAIN COVER UNIFORMLY 6 FT 6 FTV FrI 5 VERTICALLY HYDROSTATIC 9,� 51_07RELIEF VALVEH #4 Bars ® 12' OC 7 Fr Fr FT 1� 51-07 MAIN DRAIN andPOOL DIMENSIONS AND FACIES SHAL CONFORM VGBA COMPLIANT 1/erticaltd a9JWTFACILITIES8 WITH 9 Fr THE REQUIREMENT FOR A TYPE 1 POOL PROPOSED GUNITE IN-GROUND POOL Typical Section At Deep End 9 FT 11 F1 11 F1 Longitudinal Section N.T.S. N.T.S. AQ-2 i I AMENDMENT j 10 0' s.9 1 .0 i 18'-n" 35'-0" 12"0 P.C. SO,NOTUBE FOOTINGS APPROVED AS NOTE Q i 36 BELOW GRADE j DATE• 6 a 6.P.i o j (TYPICAL) 00 i FE t5:30 BYLIJ N I • q .. ( NOTIFY BUILDING DEPARTMENT T o N u 631-765-1802 8AM TO 4PM FOR E a i I FOLLOWING INSPECTIONS: Of 4 CL I 4'-0" I 1. FOUNDATION-TWO REQUIRED a 04 I FOR POURED CONCRETE N I I 2. ROUGH-FRAMING&PLUMB a _ I 1 ' 5'—0" 1 ' 11 '—0" O { 3. INSULATION p 4" REINF. P.C. 3,500 PSI j 4. FINAL-CONSTRUCTION MU -� z , I O I SLAB ON STANDARD 0 4'x4' j BE COMPLETE FOR C.O. o NtoU_L n WIRE MESH Gj NOTE. ALL CONSTRUCTION SHALL ME 'INE o a o�' I GAS I REQUIREMENTS OF THECODESO NEW o Po N s I YORK STATE. NOT RESPONSIB FOR Q I STOPPING q 4 FIREPIT G.C. TO PROVIDECONC. 0 a ON GRADE BLOCK WALL FORAUTOMATIC I DESIGN ORCONSTRUCTONERR p w z z COVER PIT. 0° o a ` I U -j("i #(2)-2x100 i i j E z CL 0 m V) O I °. q q • q q I v IiIjj j1I " i _ II � V�o)�� 8x18"D P.C. ;° om00 C O P I N G z I 2x8 F.J. TRENCH FOOTIN - N N 00 16 0 oC. (SEE DETAIL) n 0w z w x D .C. X d i Q I I Li aTRENCH FOOTING N W © [if p >w (SEE DETAI Q o I ° I N 00 C Uj Z Nz Of 0m O J 0i Z 7 a 0Ofw Cl- wQ I o O m U o LAJ o I CL a I — ID 00 Z " x C� x I q I 1 o 0 d _ O c� z O M ^ U N I U O d I N N Kx LLJ N P 0 0 L U STONE VENEER I -� @ EXPOSED POOL WALL i Z ¢ Li0Z j I (TYP.) j _ z o r u _l I J N ° I Q Q � C)i N ( ' r ,r ') f , a, I / I-- j 3'-0" 1 5 -0 1 I 2 36 -0 2, 6f-0fr SEE I-- 0 STAIR DETAIL 2x10 LEDGER BOARD I I z FASTENED TO POOL STRUCTURE zQ wa o120 O n j j C 0 P I N G cv ____ _ SONOTUBE I n N o 0 I ---------- ---------------------------------------- a @LATTICE --- ----------- I I 12,>0 ,� o (2)-2x10 j i SONOTUBE ° � C5 I o I @ LATTICE o _ O j j 1 q I x co DECK DIRECTION �� -� v x 1 12"�b P.C. ® I 17,17 `` �I N SONOTUBE FOOT NGS o w00 ' 1 0 2 -2x10 N N 36 BELOW GRADE I 4 P.C. q r ( ) .. SLAB (TYPICAL) I I q U j REVISIONS DESCRIPT ION i o L.L: o (2)-2x10 I 03/22/24 PROGRESS I I °° c0 � `- j TRENCH FOOTING to c� i 1' 03/26/24 CLIENT REVIEW & CONC. SLAB. I "� 2 -2x10 I 04/08/24 CLIENT REVIEW SEE DETAIL j ( ) j 04/12/24 REDUCED I I 04/19/24 CONSTRUCTION FOR PERMIT I � 1 STEPPING 11 -6 � '11 —6 9 -4 9 -4 9 -4 1 J N SEE4 N i � r � STAIR DETAIL s T F P 6 REINF. P.C. 3,500 PSI (TYP.) P.IC. 00 SLAB ON STANDARD I SLIAB WIRE MESH. I i SEE MFG's SPECS FOR L A W N ArIDITioNAI IN ORMAY106 TEPPING j i I STONES EXIST. - --- ON GRADE COVERED PORCH 6 8 S. ELVES Patricia O'Neill , AIA 15' ,92 P L A N T I N B E D R O O M I B E ° C ANGING j A r c h i t e c t jAREA I 257 Circle Drive Manhasset, NY 11030 --- - -- - -- - -- -- i N Tel: 516-365-1799 I j j D I N I N G R 0 0 M s O\VER SONOTUBES i PROJECT DATE: 03/22/24 I I BACKYARD PROJECT: i 27. 5 PL NTING BED The Cuneo Residence I 465 Moiler Court F i K I T C H E N BATH i S © u th of d , NY 11971 r CD rip DWG No. 5 �C F 0 U N D A T 1 0 N P L A N SCALE: 1 4"-1 '-O" �` ! "0' OF PJr� !� TON A N R IAENTS CF SERVICE ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD III WHOLE OR IN PART IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM T ARCHITECT. � + a.THESE DRAtMNGS AND ACCOMPANYING SPECIF..A DNS, S I ST U O HE C TECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE Of THESE RESTRCTIO:JS. I I I I I 100' I j 18>_0„ 35'-0" 19 i EXIST. GRADE I I 10" TAPERED I j COLUMN 20,-0" � I j W/6x6 STRUCTURAL I I j COLUMN j I 3, I I I I I I I I I 0)-�13"'4 Ix101' j I I I I I I I I I I I I I FIREPIT: I STONE LEDGE I I w' W/STONE VENEER ON ALL 4 SIDES j I 11 -0 I I IQI 1 1 ' ElR00L1 I I I II j I I OfI I I I I I I I I I I i I I 4'x 4' 1 001 1 1 1 1 1 1 I I I I I I o GAS 1 I cV1 1 1 ( 2x 2 P RLNS 1 I I I I I I I FIREPIT j ^ STEPPING � • j � STONE 1 I 1 I I I ( I I ON GRADE I 1 1 ( 161 O�C. I I I I I I I N i�I j I I I I I I I I I I 1 I I I I I MASONRY I ON N-14"x10" GRADE NOTE: I DN.- MASONRY 4� 20.29. COORDINATE W ELECTRICIAN AS I WALL REQ'D. FOR OU LET & LIGHTING ENCLOSE BELOW DECK SKIRT AS LOCATIONS. REQ'D, C O P I N G N I I I I I I I I I I j D E C K MASONRY I I FLUSH W/COPING ca WALL I I I z 3' PLANTING BE j j TYPICAL 00 j N o EXISTING 22.16 I EXIST. i P 0 0 L I I 00 ! W W ! I � z ! 3'-0" 7'-0" 2' 36'-0" 2' 6'-0" 3'-0" I — I W I STONE TOP ! W I n I W/STONE VENEER n o I ON ALL 4 SIDES 0 n ! C 0 P I N G N ~ I QLJ I DN. j LATTICE I j PANELS 4x4 POSTS---- C H A I S E I 1 R D E C K 4x4 POSTS j LATTICE m cr, FLUSH W/COPING [ 1 j l I } j PANELS 4 j 20 I • . _ .. 0 0 EXIST. GRADE I , II I , 1 t 171 ENCLOSE BELOW'' 22.16 3 -6 DECK SKIRT AS REQ'D. I REVISIONS DESCRIPT I O N DN. 171 03/22/24 PROGRESS STEPPING DN. a I 03/26/24 CLIENT REVIEW STONES I 28'-0" j ON GRADE ! 04/08/24 CLIENT REVIEW j � I j I 04/12/24 REDUCED j o STEPPING 0 04/19/24 CONSTRUCTION FOR PERMIT j STONE I N N STEPnAL PRE-FAB SPAEl W/OVER LAWN PLANTING BED & I I STEPPING LANDSCAPE WALL STONES j AS REQ'D. EXIST. CONNECT TO j COVERED 6'y8" ON GRADE EXIST. DRYWELL IARDI j PORCH i S NGLE �/ I i I j 151 9�" ;; B E D R Q Q M S. ELVES • • 1t -0 P L A N T I N j Patricia O'Neill , AIA EXIST. ;!� k BED C ANGING / AREA LAWN I A r c h i t e c t 257 Circle Drive Manhasset, NY 11030 D I N I N G OW �� ! Tel: 516-365-1799 _ - .4 R 0 0 M - 28 o j I i0 24 7 - I 00 F DATE: 03/22/24 j + EXIST. FIN. FL. 21 . 8' K `(ARD PROJECT: I 27 . 5 P L A N T I N G ! B E D I _ - -- _ j The Cuneo Residence I i i K I T C H E N B A T H I 465 Mailer Court I I j Sou th of d , N Y 1 1 J 71 _j I DWG No. P 0 0 L PLANP ; c�v SCALE: 1 /4„_1 ,-0,> N'A r c 1 EXCLUSIVE F R ' SITE E WERE P R F S c THESE DRA'uNNGS AND ACCOMPANYING SPECIFICA��ON�, AS IHSTRUP•JENTS OF SERVICE, ARE THE EXCLUSIL_ PROPERTY OF THE ARCHITECT APdd THEIR USE AND PUBLICATION; SHALL BE RESTRICTED TO THE ORI„INAL S E FOR WHICH THEY UE E PREPARED. REUSE, REPRODUCTION OR PUBLICATION $Y ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERhJI�SIOf! FR.,P�9 THE ARCHITECT. TITLE TO THESE PLANS SHALL P.Eh:1AIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. AZEK DECKING AZEK FASCIA — C2"x8" ACQ FJ. ©16" O.C� (2) 2"00" ACQ. GIRDER THRU BOLT 4"x4" POST SIMPSON ABU44 W/5/8" BOLTS ENCLOSURE T.B.D. — d • G FR A L7 E � ° ° - 2x10 LEDGER BOARD 4" REINFORCED POURED CONCRETE FASTENED TO POOL SLAB W/ WWF 6X6 W2.0 X 2.0 STRUCTURE MASONRY FINISH TBD o Joist hanger a ' AZEK Decking�. GRADE Coping o ° ° ° 2x10 Ledger Z f2x10 Deck Joist—,"' w/j 0 Lag Screw & washers w/}" max sheathing ° ° ao z ° Water 5 18"D. P.C. ' o Hold—Down device min. 750 LB. capacity �� Line TRENCH FOOTING 120 SONOTUBE FOOTING at 4 locations, evenly spaced along deck �() •a Q and one within 24" of each end of the G MIN. 36" BELOW GRADE ledger board. Hold—Down devices shall (MUST B E VIRGIN SOIL) fully engage deck joist per hold—down e : 8" Mfg, • POOL MIN. . a WALL D E C K D E T A I L DECK/LEDGER BOARD @ POOL TRENCH FOOTING DETAIL SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 1/2" = 1'-0" 2x Rim Joist 2'-6" 1'-0" or Outside Joist OPEN HARDI / SIDING / -Deck Joist :: 36" Max. / / o I Sloped Joist Hanger, Stringer O min. vertical capacity 6Q7 25 LB see JOIST HANGERS for more requirements. 4x4 POST WOOD OPEN OPEN PLATFORM Attachment per tread at each stringer or ledger: 9'—O„ 5/4 Treads — (2)8d threaded nails or (2)#8 screws> 2"" long. Stair Stringer Attachment Detail 0 U T D 0 0 R S H 0 W E R Attachment w. Hangers Tread Connection Requirements SCALE: 3/8" = 1'-0" REVISIONS DESCRIPT ION PROPOSED 03/22/24 PROGRESS 2x2 PURLINS PERGOLA 03/26/24 CLIENT REVIEW 2x8 RAFTERS 04/08/24 CLIENT REVIEW (3)-1j"x1o" 04/12/24 REDUCED Riser may be open, but 04/19/24 CONSTRUCTION FOR PERMIT shall not allow the here L passage of a 4"0 sphere o ° ` ` , � �. co ! i 23" G Stagger Fasteners 10" minimum ` , in 2 Rows tread width 10 TAPERED N COLUMN 5.5"* min. for 2X8 O O UO 6.5" min. for 2X10 7J" maximum riser ht.; Ln 7.5" min. for 2X12 height shall not deviate t19'-3"® V 00 from one another by Patricia O'Neill , AIA Min. more than " Riser. 1x material,minimum PER GOLA E L E V A T I O N A r c h i t e c t Min. \\—Treads SCALE: 1/4" = 1'-0" 257 Circle Drive Manhasset, NY 11030 Tel: 516-365-1799 FOIE DATE: 03/22/24 —3/4" 1—J" nosing; nosing - shall not deviate from KYARD R R o J E C T: one another by more than . Q Cuneo Residence " ABU44 465 Mcjiler Court Ledger Board Fastener Spacing 8c Clearences Deck Tread 8c Riser Detail Southold , NY 11971 I � D59 •� .rp�9 DWG No. E D ARc Simpson Strong—Tie POST TO CONC. FOOTING 'SCALE: N.T.S. (ItE((iU 1 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.