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Home My WebLink About7983 -7q9,3 ems- a 3 +4 PR ze tvpqv-ek -01 0,r�4 c<<a` i 2-1 As pev' Ass ss or l%-As 3 per° Owner: George S Cambourakis File M 7983 Address: 200 Cedar Drr Code: 18RL Agent Info Hideaki Ariizumi P.O. Box 444 Orient, NY 11957 Phone: 631-323-1426 Fax: Email: hideaki@studioabarchitects.com py ( 0 ✓ BOARD MEMBERS ��FF S0(/j Southold Town Hall Leslie Kanes Weisman, Chairperson ,`O l® 53095 Main Road•P.O.Box 1179 Patricia Acampora Southold,NY 11971-0959 Robert Lehnert, Jr. Office Location: G Nicholas Planamento aQ Town Annex/First Floor �O Margaret Steinbugler lij'COU 54375 Main Road(at Youngs Avenue) Southold,NY 11971 RECEIVED http://southoldtownny.gov 4- PAA,6� 6 3�-qo3m ZONING BOARD'OF APPEALS FES 2 5 2025 TOWN OF SOUTHOLD Tel. (631) 765-1809 Xftt�oid Town Clerk FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF FEBRUARY 20, 2025 ZBA FILE: No. 7983 NAME OF APPLICANT: George Cambourakis PROPERTY LOCATION: 200 Cedar Drive,East Marion,NY SCTM No. 1000-22-1-4.1 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was not required to be referred to the Suffolk County Department of Planning under the Suffolk County Administrative Code Sections A 14-14 to 23. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not sub ect to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The subject property is a 36,643 sq. ft. non-conforming parcel located in an R-40 Zoning District. The property has a road frontage of 196.00 feet fronting Cedar Drive along the easterly property line, then turns southwest for 200.00 feet to the rear property line, then runs 200.04 feet northwest before returning 205.00 feet back to Cedar Drive: The property is improved with a one-story residence with an attached porch all as shown on survey prepared by Michael W. Minto,LLS, last revised September 19, 2024 BASIS CF APPLICATION: Request for Variances from Article III, Section 280-15 and the Building Inspector's September 26,2024 Notice of Disapprovai-based on an application for a permit to construct an in-ground swimming. pool and an accessory pool house/cabana; at 1)swimming pool located in other than the code permitted rear yard; 2) pool house located in other than the code permitted rear yard; located at: 200 Cedar Drive,East Marion,NY. SCTM No. 1000-22-1-4.1. RELIEF REQUESTED: The applicant requests variances to construct an accessory swimming pool in the side yard where a rear yard location is required,and to construct a pool house/cabana in the side yard where a rear yard location is required. ADDITIONAL INFORMATION: The subject residence currently exists with Certificates of Occupancy from-1960 (#Z555), and 2005 (#Z-30786). Tlie curreni proposal to locate the accessory swimming pool and pool house was presented to the Board by the owner's architect at the public hearing. The agent noted that the proposed swimming pool location_in the side yard is the best place, since cutting and filling of the hill located in the code conforming rear yard on this very sloped property would create more land disturbance and drainage problems. The applicarif's Page 2,February 20,2025 #7983,Cambourakis SCTM No. 1000-22-1-4.1 architect/agent stated that the pool equipment will be placed under the existing deck, so as to mitigate noise from the equipment and that that evergreen screening will be planted for privacy from the street and adjacent properties. The adjacent neighbor and the neighbor across the street from the subject property both spoke about their concerns over possible runoff from the subject property onto the street and onto their properties caused by cutting trees and re-grading when installing the proposed inground pool, since flooding is common in that area of Cedar Drive where many lots have very sloped topography. After listening to the explanation by the applicant's architect about his proposed on-site drainage solution, both neighbors were satisfied. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on February 6,2025, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 4267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The existing house sits on the northern end of the site, and a rear yard location would require massive cutting and filling, and the removal of trees. The side yard location would require the least amount of earth and tree removal. The placement of evergreen screening for privacy would also mitigate the side yard location. Due to these factors, this project will not produce an undesirable change to the character of the neighborhood. 2. Town Law V67-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. There is a very large hill in the code required rear yard and locating an in-ground pool there would require massive land disturbance, tree removal and a large retaining wall which would exacerbate issues with onsite drainage and possible runoff into the street and other properties. Any other placement on the property other than the rear yard would require variance relief. 3. Town Law U67-b(3)(b)(3). The variances granted herein are mathematically substantial. a) The proposed pool in the side yard would require 100%relief from the code. b) The proposed pool house in the side yard would require 100% relief from the code. However, due to the contours of the site, and the hill in the rear of the property,the proposed location would be the least egregious of any location for a proposed accessory swimming pool, and pool house. The proposed location in the side yard would require the least amount of land clearing,cutting,.and filling of the hill in the rear yard. It would also mitigate the need for massive retaining walls if the pool were placed in the required rear yard. 4. Town Law U67-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code and the conditions imposed herein by this Board. Further, the applicant's architect submitted a well-designed and well-engineered plan for a stonnwater retention system layout, and planting layout. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. Page 3,February 20,2025 #7983,Cambourakis SCTM No. 1000-22-1-4.1 6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of an accessory swimming pool and pool house while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13,motion was offered by Member Lehnert,seconded by Member Weisman(Chairperson),and duly carried,to GRANT the variances as applied for, as shown on the Site Plan (Sheet A.101), Architectural Plans (Sheet A.102) and Stormwater Retention Plan(Sheet A.101-2)dated May 17,2024. SUBJECT TO THE FOLLOWING CONDITIONS: 1. Evergreen screenings shall be planted and maintained in the front yard facing the street. 2. Pool pump equipinent/mechanicals must be located a minimum of 20 feet from any property line or be contained in a shed type of enclosure with a lot line set back that is in conformance with the bulk schedule for accessory structures 3. Drywell for pool de-watering shall be installed. 4. All drainage and stormwater run-off must be retained on site pursuant to Chapter 236 of the Town's Storm Water Management Code. This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. The Board reserves the rip—lit to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity, provided de minimis relief is requested within one year of the date o this decision Any time after one year, the Board may require a new application. IMPORTANT LIMITS ON THE APPROVAL(S) GRANTED HEREIN Please Read Carefully Any deviation from the survey, site plan and/or architectural drawings cited in this decision, or work exceeding the scope of the relief granted herein, will result in delays and/or a possible denial by the Building Department of a building permit and/or the issuance of a Stop Work Order, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings,site plan and/or survey . cited above, such as alterations, extensions, demolitions, or demolitions exceeding the scope of the relief granted herein, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code,other than such uses,setbacks and other features as are expressly addressed in this action. TIME LIMITS ON THIS APPROVAL: Pursuant to Chapter 280-146(B)of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3)years from the date such variance was granted. The Board of Appeals may, upon Page 4,February 20,2025 #7983,Cambourakis SCTM No. 1000-22-1-4.1 written request prior to the date of expiration,grant an extension not to exceed three(3) consecutive one(1) year terms.IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REOUIRED TIME FRAME DESCRIBED HEREIN. Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy, nullify the approved variance relief,and require a new variance application with public hearing before the Board of Appeals Vote of the Board: Ayes:Members Weisman(Chairperson), Planamento,Acampora,Lehnert and Steinbugler(5-0) AA 6lie Kanes Weisman, Chairperson Approved for filing oZ /d /2025 Fuentes, Kim From: hideaki@studioabarchitects.com Sent: Tuesday, March 11, 2025 11:23 AM To: Fuentes, Kim; Sakarellos, Elizabeth Cc: Glynis Berry Subject: re:ZBA file No.7983 Attachments: 250307_Cambourakis25-2-A101.pdf Re: ZBA file No.7983 applicant George Cambourakis SCTM#1000-22-1-4.1 Hi, Receiving the Determination, I am thinking to submit a drawing attached. There are 4 items in the condition. 1. Evergreen screening 2. Pool equipment location 3. Pool dewatering 4. Stormwater retention #1 and#4 are already on the submitted drawing All 01 and/or All 01-2 to ZBA. #2 and#3 are missed to show on the submitted drawings to ZBA. So,the attached drawing All 01 shows the clarifications on item#2 and#3 as marked revision 6. Let us know how many prints I should submit. Thankyou; Hideaki Ariizumi,AIA 1 PROJECT: ZONED: R40 REQ. EXISTING PROPOSED studio a/b architects ADDITION TO CAMBOURAKIS RESIDENCE: LOT AREA .................................... 40,000 ................ 36,642 .............. SAME AS EXISTING NC POOL AND POOL HOUSE LOT WIDTH .................................. 150 ......................... 196 .............. SAME AS EXISTING OK Owner: LOT DEPTH .................................. 250 ......................... 200 .............. SAME AS EXISTING NC Riverhead, West Main Street, FRONT YARD ............. 40........................... 33.7 SAME AS EXISTING NC Riverhead, NY 11901 MARIA AND GEORGE J. CAMBOURAKIS ••••••••••••••••• '••'••"•••••• 631 591 2402 FRONT YARD, PROP.ADDITION 40 ........................... .............. 40.2 OK 40-12 28ih Street, Long Island City, NY 11101 1 SIDE YARD ................................ 15 ........................... 37.4 SAME AS EXISTING OK gly 323 1426 •••••••••••••• glynis@studioabarchitects.com phone: 718.706.7196 2 SIDE YARDS ............................. 35........................... 130.9 .............. 123.4 OK e-mail: gjc@set-ny.com REAR YARD ................................. 50 ........................... 81.2 .............. 79.6 OK mailing address: Site Address: LIVABLE FLOOR AREA ................ 850 MIN. ................. 1,677.57 .............. 2,838.56 OK PO Box 444, Orient, NY 11957 200 Cedar Drive, East Marion, NY 11939 BUILDING AREA........................... HOUSE ........... 1,677.57 .............. 1,677.57 Tax Map#: ADDITION ........ ............. 481.05 1000-22-01-4.1 (FORMERLY 1000-22-1-3 AND 1000-22-1-4) DECK ........... 1,162.67 ............. 1.162.67 client: DECK ADDITION.. ............. 75.36 3� ect: POOL ........... ............. 800.00 Maria & George-Cam bourakis studio a/b architects POOL HOUSE.. ............. 333.24 site address: - -- TOTAL ............2,840.24 ............. 4,529.89 24190 Main Road, Orient, NY 11957 COVERAGE .................................. 20% MAX. ............. 7.75% 12.4% OK 200 Cedar Drive, East Marion, NY 11939 phone: 631 323 1426 _........._....._................ ......:::::.....:. . tel: 718.706.7196 Ext. 101 e-mail: glynis@studioabarchitec;ts.com HEIGHT IN FEET.......................... 35 MAX. ................. 15.8 27.3 OK - ------ --=- email: gjc@set-ny.com hideaki@studioabarchitects.com HEIGHT IN STORY 2 1/2 MAX. ............. 1 2 OK ' EXISTING HILL PROP. 6 POOL FENCE --=-_=- _......... .. tax map#: 1000-22-01-4.1 ............................... SUMMARY OF WORK: ACCESSORY BUILDING/STRUCTURE POOL HOUSE .. ................................................................ . MAX. HT-/MIN. SETBACK..... 18/ 10 ................... ............... 14.5/10.36 (TO SIDE) OK ...:................,.........,...L. _._.... --- ............. THE SUMMARY OF WORK SHALL INCLUDE 24 MAX. AREA ...................... 750 ................... ............... 333 OK 3 ._.:.__...� ...-....a.:,._...-. . ..._.,...,........�.........._�......... ,,. y1 �..................; .L..,:.:::::_,::__.1_-_.::::,- . {--- - _......... ........: BUT IS NOT LIMITED TO. F3 1. POOL ADDITION POOL SETBACK {.: .. I! ;�) ''I ............................ 10 ................... ............... 32.55 OK l 1.1 ADD SWIMING POOL, POOL PATIO, POOL - - FENCE,AND ALL RELATED ECUIPMENT77 i -Ill ».. . , I I GFA Max. ........................................ 4,848.20 HOUSE, EXISTING ............. 1,677.57 2. POOL HOUSE ADDITION .:.....:+. ;.. :x -- -.. - .I...». ...,..,..:........_ Ly........;;...t-4..�.......g_., ... ..... i 1, �i 2.1 ADD POOL HOUSE 1FLADDITION ..................... 481.05 - - r.. :... ., " " I!; ''III - -First Floor- PLUMBING 2FLADDITION ......................1,194.84 - -� -- ✓ :._:,...,. :. : ._:_.i 46' - 8 3/8"........ a '��L� 3. ALL RELATED MECHANICAL, U `- " �" �_ mm .: '. rl i"POOI Patio Level ' AND ELECTRICAL WORK POOL HOUSE ......................333.24 SITE PLAN IS BASED ON SURVEY BY ...-_. _... .. ...-f„_5 - - TOTAL ................................ 3,686.70 OK JOSEPH A. INGEGNO LAND SURVEYOR 1 ....._ ., 4' - 0" {�90 A��°� 1.•. PYRAMID RULE......................... 10+45 DEG ............................................. OK SEE SITE PLAN & DATED FEB 26, 2001, AND BY -� -- III III-III- I zM10, ELEVATIONS MICHAEL W. MINTO, L.S.P.C. DATED AUG 15, 2024. Health Department: Required. New waste system is proposed and permit is on progress - - I - DEC: Not Required TWO SURVEYS DIFFER ON Board of Trustee: Not Required 1. TAX MAP# Typical West-East Section through Pool and Planning Board: Not Required INGEGNO SURVEY SHOWS WHEN (2)-PROPERTIES CO- yp 9 ZBA: Required. Pool ans Pool House cannot be located in the rear yard due to existing hill EXISTED. 3 Pool Patio FLOOD ZONE: X MINTO SURVEY SHOWS AFTER (2)-PROPERTIES MERGED 1/81' - 1'-011 TO ONE. 2. ELEVATIONS AND REFERENCES: ----�- INGEGNO REFERENCED TO N.G.V.D. 1929 DATUM _ MINTO REFERENCED TO N.A.V.D. 1988 DATUM SURVEY NOTES: N SITUATED AT EAST MARION TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-22-01-03. AND 04 (INGEGNO) TWO PROPERTIES WERE MARGED N S.C. TAX No. 1000-22-01-04.1 (MINTO) I --- - -- TOTAL AREA= 36,642.60 SQ.FT. (INGEGNO) No. Description Date CO i 0,841 S .FT. (MINTO) 3 Ptoperties merge 11/22/24 0 0.$41 AC. (BOTH) m ' EXISTING DECK 5 Revision 5 2/1/25 THIS PROJECT WAS DEVELOPPED USING INJEGNO SURVEY. THEREFORE, ELEVATIONS ON THIS SITE PLAN 6 Revision 6 3/7/25 t ARE REFERENCED TO N.G.V.D. 1929 DATUM POOL FENCE v', EXISTING ELEVATIONS ARE SHOWN THUS: 30.0 t o EXISTIG CONTOUR LINES ARE SHOWN THUS: 30 ........ ..... FRAME iISTANCE FROM PROPERTY ! " LINE TO HIGHEST POINT OF GARAGE d _ ROOF,WHICH IS THE PYRAMID �` �''�•�,,� �; 1 l � i �- ----7 ,/RULE CHECK POINT: EL. 37.2' I L _ _ _ _ J POOL EQUIPMENT coNc) `\ SEE ELEVATION ON A.07 ! ' t SET MON x H'`„-�_-...�_. 39, ° GEC RGE KAITERY � -O 407 3� � "• &ANTHOULA KAITERY �_ MODULAR ----- 0"� _..__ WIRE FENCE z ` 40' ( �_ o o'n y o s 3 4 1/8" x NCO 37.s 1 l 11 SET CO NC r _ x - x O i FENCE 24"W M O E i `§ I - ✓ � i i (• - n n �• _ = I ., _ ... ...._ ....... ........ ....._....,.... ...__..... I .... _._. ..... .._.... PROP. STEPS. 18 TREADS, 6 RISER .._..... .._.... ........ ✓" 1,,.-��, '�`-- ° !-- __ -- - RISER SHALL BE 4X4 ACQ, -'` TREADS SHALL BE GRAVEL FILLED ' tD 42' o \ \ 1 0 - ` +/- I _ POOL STEPS �- \ 41.1 ............I ....... -- - --.....- .. .._... _..- --- -....- „ 0 5.0 MIN. , __....r_.._.-�__._..__»..._.. � WOODED 43'_ � 36 8 <� .,.'`� � �... ..._.. ? _ ,. l -- - , w 1 + _ i 1f.... _ I I SE CON, n� 4q' 0" \, I T a i _.. t M W A ..: _ ..,.�.... ■.�. r'`•'�� ' oA ° DRI / ffi PROP. 4 HIGH WOODEN FENCE, TYP. 1 s oFva EXISTING GRAVEL. _ aa'_o„ t �.._ t - -- -... -- 1 I CONC. _..- _ f -'-- 6 /-DIA. HOT $ ' + TUB �... t I . �. '.... . II ) I i I ' L �� \ ! CURB �� ✓` „_..-.M^- vj 46.5 EXIS .CONC. WELL ON yffi F... rf 1 e § I t 4d n FR NT 4 0 ' Z t r O., BLO K WALL /' O SETS CKl 5,. f ?16 PROP.WASTEWATER SYSTtM 1 1 (2FLADD§� AU �, v _.....L... t / 1 0 1 70' 45 5 t G7 3 � I I NEW CONC. RETAINING ,, 33 GKII x- I, = I P A ' m ! _ I n I n I n I i f 1 I WALL g, t t § U 38 B I _- =7 ( ISTWG FRONT SE450 B 0.,� O E� v _ _ _ ! _._...__. _...__.� _......,...__...._..-' ......._...__i........................ rn o 3 A A.101 rn 0 4 0.. 8 6 B FUN�.EXITING 2 -0 I �? r i VERTICAL 1X4 LATTICE Z 2s.2 cn t I LAMP POST G CESSPOOL COV ` i § I -_-- ` _- v o t m pie _._. ..... _ WALL Wr 36 X 80 GATE z ......._._.... ......._.........._._._.....' 3.......... O ; ! _ } t -- .,.._._. ....,...,...^' `..� 1 - -'+ I II ,_ n _ .. 18'_0" EXISTING TREE TYP. l `� , l , f 1 t t t OJ9E N CONOC&SLATE 11 d� '/ ...._._.._' : ......._�_... ' _.. i ._.__..__.. ..---........ .--....+I 1 o l EN ❑ LANDING bh 1 + / n M - - I , 3-RISER STEPS 1 �O P I r � § � 37$ FF. I ' 46.7 0 r I �' RD ° YA _.-. _ .._I __........ ��. aT.:.p/ a t r t 4 Io r 7EA� .... ......... 0 40.1 5 / J I 5f.Ox rn or, 1TSETBAGK1a • E � '� ' �= `c 26.2 ON � f I a� •R,. 44, a (1FL ADDIT I l 1 ... .-...., - --- ---- � Z C i I. i; 1. } - !I j Igo i O Y 0 o m cn EX S NGDECN I " ! z l b , cn� -•i ! § I a' o `� Ill -'., � Z 100 89 5740' E l fn m o � -- I: , ./ m? § o �' 1 a \ a SWIMMING POOL POOL PATIO ' a ( ° _ ( FOUND / cn ...... . �__-._. ----------- PIPE cry EL.44.0- 'm PERMEABLE PAVER p 39.0 DRY JOINT ON iO ° 42.6 PR LL DNG 11436 COMPACT ° x51.5 WATER LINE r v ff q bozo' 1 rt T ��. 1,z{, ,FOR POOL AND m ^o - - p POOL DE-WATERING PIPE L 0 � POOL HOUSE^'^,...,,_ � $ P E ... .......,.._. �...o:. + - c .102 --TO PROP. DW. MAR L.................' _ .__ ._. __. ' � 14 o' + PROP. - I' - PROP. 8' DIA. y I -a- 1 1 HOT TU$ i' _ I I o I I._1_: '_ I 1. ..;. L._..;.....L..._....... - PROPOSED SHRUB __. _ m 5.0'MIN.; ! ! ! PROJECT r 2 = STORMWATER RETENSION Z�3E�INGBC?ARC�AI<APP a 1 ry �PP\ ° o ........ I U PROP. 20 x40 POOL 'N- TYPE A, TYP. ......... ....... i OX. II x a ,.r ..._....__:_..,_........ z 1 _ o.o -'--+-1 --- - -- -! --TRENCH DRAIN AND PIPE C a m bo u ra k i s1.5 t? s m ao t ! ( N 5?_3 - t °o TO PTOP. DW. � � LdCAtION I w'� -�"' " PROPOSED SHRUB 1 I I � I I . �OF`POdL � _ � � z .. .�_� . .. _. c.o u. �- ' TYPE B, TYP. � l � i I I � I �QU MENT I a I P POOL FENCE, ■ s _ _ _ ! _ ___ __ _ __ __ ____ Residence § } ' t4 I Ox� I - I GA EIGHT 6 MAX., 4,MIN. B9 i 1 0- cn F .o'MiN. PROP. POOL PATIO, EL. 44.0: vo O _ 5 , O 0 t - i c�o� -;l _ JOINT E OR , 1: PERMEABLE PAVER DRY SILT FENCE _ § HAY BALE OR °o I 1 I 1 . . ._.__ FILL GRADE FLUSH-TO--, -. _ ` , _ J ,-PATIO SURFACE, TYP. �_ BOTH B - - E o 5-a 5 ;..... ` I' �KE,FP 1/3 MIN. SLOPE ._ - �,�� t 5' A.102 Project Site Plan , Pool & \„ { 0�20.0 �J t PROP. POOL DE-WATERING AND \ .102 3 0 STORMWATER RETENSION DW', - - ; Pool House Layout o�' 1 ' IA. ' D W/GRATE Z \\ g I F, 25.75 25'-8"+/ Y \. ................. at° 1 ®/ TRENCH DRAIN B8 , 50• 4.16' r dn, CREATEA ALE _.,._. ........... .................. � �SEC \ � �' a .s.M"�<.. .,a a.. r: °, e vim, :.tee ;. 5. .a r sz a TCONC � 0,, x-o- -° Project number_ W 4 '° 23018 A - - MON nF/ - I o ' { t 7 f0 , W O O t0 \ v 9S M fV (O ,b 1 S 4 d = p ooDED P t\ 376 7. v y> 46• °„ A4 A5 A6 o p Date 5/17/2024 € + § 2.00.00 °a° o., °' \ A.102 1 0•, ��, Drawn by HA Q § N/O/F\ _ i � , �; , PYRAMID RULE MEASURE POINT ° Checked by GB N i § NIKI MANGOS 1 I __. - - - - - _ - _ - _ PROPERTY LINE ELEV. 41.T +/ Cq \\, _ .................. .................. SIDE SETBACK, AS WELL AS DISTANCE FROM PROPERTY LINE TO HIGHEST POINT OF 1 ROOF,WHICH IS THE PYRAMID RULE CHECK POINT: EL. 37.2' SEE ELEVATION ON A.07 I Pool Patio and Pool House Layout - A . 101 LO 1 Site Plan De endent 1 De endent 1N Scale As indicated M PROJECT: ZONED: R40 REQ. EXISTING PROPOSED studio a/b architects ADDITION TO CAMBOURAKIS RESIDENCE: POOL AND POOL HOUSE LOT AREA.................................... 40,000 ................ 36,642 .............. SAME AS EXISTING b ceived LOT WIDTH .................................. 150 ......................... 196 .....I........ SAME AS EXISTING Owner: LOT DEPTH .................................. 250 ......................... 200 .............. SAME AS EXISTING NC Riv West Main Street, MARIA AND GEORGE J.CAMBOURAKIS FRONT YARD ............................... 40 ........................... 33.7 .............. SAME AS EXISTING NCOCT 1'5 2024 _13 Riverhead, NY 11901 FRONT YARD, PROP.ADDITION 40 ........................... .............. 40.2 OK 631 591 2402 40-12 28th Street, Long Island City, NY 11101 ,' 631 323 1426 phone: 718.706.7196 2 SIDE YARDS ............................. 35 ........................... 130 9 .............. 123M4 AS EXISTING rdkq Board of Appeals g Y @ ..................... Zo I nis studioabarchitects.com e-mail: gjc@set-ny.com REAR YARD 50 81 2 79.6 OK................................. ........................... . .............. mailing address: Site Address: LIVABLE FLOOR AREA................ 850 MIN. ................. 1,677.57 .............. 2,838.56 OK PO Box 444, Orient, NY 11957 200 Cedar Drive, East Marion, NY 11939 BUILDING AREA........................... HOUSE ........... 1,677.57 .............. 1,677.57 Tax Map#: ADDITION ........ ............. 481.05 1000-22-01-3 and-4 DECK ........... 1,162.67 ............. 1.162.67 client: DECK ADDITION.. ............. 75.36 architect: POOL ........... 800.00 studio alb architects POOL HOUSE.. ............ 333.24 Maria George Cam bourakis 24190 Main Road,Orient, NY 11957 0 7.75 24 ............. 4,529.89 -� phone: 631 323 1426 TOTAL �- - site address: COVERAGE ........................ 12.4/o OK F---------, 200 Cedar Drive, East Marion, NY 11939 .......... 20/o MAX. ............. 7.75/o e-mail: 6313glynis@studioabarchitects.com - - ----- tel: 718.706.7196 Ext. 101 ----" email: gjc@set-ny.com HEIGHT IN FEET 35 MAX. ................. 15. ............... 27.3 ---_ _-- hideaki@studioakiarchitects.com HEIGHT IN STORY 2 1/2 MAX. ............. 1 EXISTING HILL PROP. 6' POOL FENCE - --------_--- - tax map#: 1000-22-01-3 and-4 SUMMARY OF WORK: ACCESSORY BUILDING/STRUCTURE POOL HOUSE ---_---------�_=__-_ THE SUMMARY OF WORK SHALL INCLUDE BUT IS NOT LIMITED TO: MAX. HT./MIN. SETBACK..... ')81,,10 ................... ............... 5 10.36(TO SIDE) OK r. . ._ .. 1. POOL ADDITION MAX.AREA ...................... ' 750 3�33.24 OK - _ ____-- ILI 1_7 1.1 ADD AWIMING POOL, POOL PATIO, POOL FENCE,AND ALL RELATED EQUIPMENTPOOL ! = I - -- - 2. POOL HOUSE ADDITION ---- SETBACK .............. 3 OK 2.1 ADD POOL HOUSE I II GFA Max. ... 4,848.20 HOUSE, EXISTING 1,677.57 - ' -1 _-- 3.ALL RELATED MECHANICAL, PLUMBING AND ELECTRICAL WORK """"""' �+ __ ___ _ -T= -_- -_ 1 FL ADDITION ..................... 481.05 - - t �.. { ,I _ I!jl - -. 2FLADDITION ......................1,194.84 - - - FIfSt FIOor �;. POOL HOUSE ......................333.24 el = I � TOTAL ................................ 3,686.70 OK - _ -- --- - Pool Patio Lev- PYRAMID RULE......................... 10+45 DEG ............................................. OK SEE SITE PLAN & - - - - - - - ELEVATIONS Health Department: Required. New waste system is proposed and permit is on progressI- DEC: Not Required Board of Trustee: Not Required Typical West-East Section through Pool and Planning Board: Not Required ZBA: Required. Pool ans Pool House cannot be located in the rear yard due to existing hill n Pool Patio FLOOD ZONE: X 1/8" = 1'-0" SITE PLAN IS BASED ON SURVEY BY - JOSEPH A. INGEGNO LAND SURVEYOR DATED FEBURUARY 26,2001 AND IS CORRESPONDING TO A NEW SURVEY ---- BY MICHAEL W. MINTO, L.S.P.C., EXCEPT N NEW SURVEY ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM INGEGNO SURVEY NOTES: N SITUATED AT EAST MARION TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C.TAX No. 1000-22-01-03 No. Description Date 0 1000-22-01-04 0 m TOTAL AREA= 36,642.60 SQ.FT. EXISTING DECK 0.841 AC. POOL FENCE DISTANCE FROM PROPERTY 6, ELEVATIONS ARE REFERENCED TO LINE TO HIGHEST POINT OF --N.G:1l D. 1929 DATUM ROOF,WHICH IS THE PYRAMID o EXISTING ELEVATIONS ARE SHOWN THUS: - FRAME "RULE CHECK POINT:EL. 37.2' 30.0 --� GARAGE -••._ r - - - - - SEE ELEVATION ON A.07 EXISTIG CO TOUR LINES ARE SHOWN THUS: ` � � -1-1� 30 ` POOL EQUIPMENT --� I coNcl -----_-.,.. 39, GEQRGE KAITERY I t, MON X 40 '-So ---"-�. -- -_ °" &ANTHOULA KAITERY S A MODULAR WIRE FENCE �`'�� O E o q ______z x++ 40' m iv v x-x--x-x-x x-xJ + 0° q o o v _ 110. SET CONc FENCE 24"W ---/ y.. x40 4 x 375 MON N79 x 368 _ - 41.1 0 0 0"_ _- _� --w WOODED 44 0„ SET CONC _.___ - N -I- (!) -- -- --- c 7.0'+/- POOLSTEPS MON - - - = W A - __. �� -�"��-�-��--9� °"� °��°°°E° GRAVED/R1 w - a, PROP. 4' HIGH WOODEN FENCE,TYP. 5.0'MIN. m 6'+/-DIA. HOT TUB o ` v�465 -EXIS .CONC. �WELL BLO K WALL T SETBAGKI -qg. \ 476 PROP.WASTEWATER SYSTEM / �(ZFLADDIT�ON4R�N °" m / EXISTING CONC.CURB - Q� 1 3g 70 x 45 55 m 3 0 BYPASS TIMBER CURB 38.8 _7 \tSTtNGFRONTSE4 p �b _ A.101 a� -0" 4'-0" 8'-6" F UN15 EXI TI G z 126. I VERTICAL 1X4 LATTICE 1 LAMP POST < ++ CE S P�OL O WALL IN/36"X 80"GATE 1 \ rn ` 2,_0" FINAL MAP 50 0 6'-6" J 20'-0" 18'-0.. REVIEWED BY ZBA v ROOF OVER O ' 73 CONC&SLATE o DECISION# / cn ❑ LANDING p0 - o ` steal; 1;' II `lk FFPM�` ® 3-RISER STEPS DATED: 5 ((S.C. .AX Na.. 1000-2!01-0 l i'.' I e��AS� o .may --- FIE o O BE M RG ED) o ao 35 ONT SETBACK) pp ` C (1FL ADDITION FR I ��Q� pRI1Z(i,�� 44 ° --- y � 4C � I �149 0 ` QG� Z � � I I I ail'" I,'I , �I (I YARD .� �' - ---- I XX \ O m cn l ,,I S NG': EC` N , 1 aoo'M k Is �y w �� -i I !: '141. �: a o x ."'"' 19'-6" 5'-6" � R z I CC . z Z �.00' - 89�57 40 E m -o�m Ili, :I �,I I, ;;f �;', j o --- ,;; y rn O D s__._ = a - FOUND `�+ N SWIMMING POOL POOL PATIO t; ` 4" �g'� •�. O T 512 x- t O \ �_ �' :=_ ! I \ oL f PIPE ' -►; t EL:44.0', 02 -v eoea' m i 2so m TI l PERMEABLE PAVER F �� F m o x 390 Z �_ �STEPSAND�L 1��o�/�F o -_ ----_- p 'I DRY JOINT ON f 0. I YARD m - 1000-22-01 O��esa'REAR PROP. NDING x 436 \ --- - - m �p i -- COMPACTED FILL Z (TO ED} 7.0'+� 42-6 / ~► N -I i (� I I-- O j n 0 x 515 60.20, j WATER LINE ,FOR POOL AND -- 1 G� POOL HOUSE"--- �- a - I I I-- 0 PROP. ! a, PRO . 8 DIA. -- I ---- - 5.0 MIN. HOT T J 2'DEEP QW VL o -I -_._1---- - m PROJECT 00 GUY WIRE `A -__ I oo W N =, --- - ; A.102 o Cambourakis - ' X a o z PROP.20'x40'POOL - ---- j-- - 51.3 m Lt1 AO.O" - - 1 oD PROP. POOL FENCE, _ _ _ �'o' oo GATE HEIGHT6'MAX., 4',MIN. rn I -I -!!- - - , 2 - - - -- - - - Residence �} Foo 1 s.o'MIN• 1� o- CO PROP. POOL PATIO, EL.44.0': ' -i- -----' ---- l 11 Fo r_ PERMEABLE PAVER DRY JOINT SILT FENCE OR - - `vo m FILL GRADE-FL-USH-TO- --- 1 HAY BALE, OR - - -� i-- Q 00 1 ac y _PA�10 SURFACE,TYP. 3g' o• BOTH - -�� --�-- BV. s+a' I I /\ KEEP1/3MIN. SLOPE _ j 5 A.102 Project Site Plan Pool & Pool House Layout -�-W PROP.8' DIA.6' DEEP DW o - - ----- - - 2575 01 1 / 01 W/GRATE 8"+/- I TRENCH DRAIN fli- --- _- V SET CONC ��-o�� _� �m a�amaa earwa�snaz"�?b SET CONIC MONK o a - _ - - /� MON w -- 4 Project number 23018 aW00DED 37.s �� - _�-- o y =A4 A5 r° A6° o A Date 5/17/2024 S 4 ' a 00.00 _ _ �° Drawn b ' t N/O/F\ - l t, j PYRAMID RULE MEASURE POINT Y HA NIKI MANGO ( � - -I-- j - - _ Checked by GB PROPERTY LINE ELEV.41.7 +/ SIDE SETBACK,AS WELL AS DISTANCE FROM PROPERTY LINE TO HIGHEST POINT OF ROOF,WHICH IS THE PYRAMID RULE CHECK POINT:EL. 37.2' SEE ELEVATION ON A.07 Pool Patio and Pool House Layout - . 101 N n Site Plan - Dependent 1 n Dependent 1 1" = 20'-0" 1/8' = 1'-0" Scale As indicated o c studio a/b architects tectsRece�iveS3 8"THICK PRECAST 651 CAST IRON CONCRETE West Main Street, Riverhead, FEB O 3 2025 GRATE& FRAME TRAFFIC BEARING SLAB. Riverhead, NY 11901 631 591 2402 6"CONC. SLAB IF NOT PRECAST UNDER DRIVEWAY 631 323 1426 STORMWATER RETENTION DRY WELL CALCULATIONS: SITE DRAINAGE NOTES: rt,9 AeJ CONCRETE PAVEMENT OR GRADE glynis@studioabarchitects.com AREA 1 EXISTING HILL, PART OF AREA CONTRIBUTING TO POOL PATIO � RISER SURFACE mailing address: AREA 2 POOL PATIO& POOL HOUSE 1.All Below Grade Drainage Pipe shall be 4' Diameter Class 2400 Pipe. PO Box 444, Orient, NY 11957 2. All Pipe Connections shall provide for Water Tight seals to prevent leakage. 2 " i AREA 3 YARD CONTRIBUTING TO DRYWELL 3. All vertical and horizontal changes in Pipe direction shall utilize 90 degree sweeps or a combination of two(2)-45 degree angle bends to provide for a uniform flow in all directions. ZONE SURFACE TYPE AREA(SF) COEFF. CONTRIBUTING AREA(SF) 4. All Horizontal Drainage Pipe shall have a minimum pitch of 1/4' per foot. PITCH 1/4" PER MIN 2b" ® CLEAN SAND client: AREA 1 PLANTED SLOPE 2,382 0.1 238 FOOD, . 5.All Class 2400 Pipe connections, where required, shall be fully grouted to Precast ® &GRAVEL AREA2 PERMEABLE PAVEMENT 2,556 0.1 256 Concrete Leaching Rings with Concrete Mortar. INLET: 4 FILL Maria & George Cambourakis AREA 3 PLANTED SLOPE 9,412 0.1 941 6.All Leaching Pools shall have Cast Iron Grate& Frames to Final Grade or Finished DIAMETER I ® 8' DIA. PRECAST TOTAL 1,435 w ® site address: Paved Surface. � CLASS 2400 CONCRETE 7. Leaching pools shall be precasted concrete cement structures as manufactured by PIPE LEACHING RING, 200 Cedar Drive, East Marion, NY 11939 TOTAL CONTRIBUTING SURFACE AREA: 1,435 SQ. FT. D suffolk precast inc. or equivalent. = 1-Yp. PERMEABLE GRADE SURFACE tel: 718.706.7196 Ext. 101 1,435 SQ.FT. X 2 INCH/hr RAIN =239.17 CUFT O I — II. All concrete cement used in the manufacturing of precast structures shall develop a F_ J ®® — email: gjc@set-ny.com USE 8' DIA. POOL WITH 42.24 CUFT/VF Q 0 _ ® J_ minimum compressive strength of 4,000 P.S.I. in 28 days. O �� _ 239.17 CUFT/42.24 CUFT/VF= 5.67VF REQUIRED _ L.9.All drainage structures shall be placed in acceptable leaching soils. In the event poor J J — I �— 24 +/ tax map#: 1000-22-01-4.1 leaching material is encountered, excavation is to be continued to suitable material and 10000 �— I ® =E17 1 GRAVEL FILLED USE ( 1 )-LEACHING POOL, 8 FT DIA. 6 FT DEEP backfilled as detailed. = a Oa Q LJ11 ® i� TRENCH 10. No trench, pit, or other excavation shall be left open and unattended. Excavations shall = be protected as directed by the Architect with fences, barricades and other approved CLEANS ND& methods. No direct payment will be made. _ — — �F�A�E -— —— — — — — —N 11. Invert elevations may be adjusted in the field to meet field conditions. - —_ -- FILTER FABRIC GROUND WATER - 4" DRAIN TILE —III III lit 11 1 1 1 1 1 1 — SLOPED 1/8" PER GRATE TO GRADE FOR POOL HOUSE, POOL PATIO, AND POOL 12" MIN. Stormwater Management Typical Leaching Stormwater Management-Typical Trench n Pool Drywell Detail n Drain Detail Copy 1 N.T.S. 1/2" = 1'-0" LEAVE 6" EXPOSED PERMEABLE PAVEMENT NOTES: GRAVEL AREA FOR 1. BASE MATERIAL: A GRADED AGGREGATE MATERIAL, LOW IN FINES, ANGULAR IN SHAPE, RANGING PERMEABLE PAVEMENT DRAINAGE IN SIZE FROM 3/8"TO 3/4". 2. GRADED AGGREGATE MATERIAL OF UNIFORM QUALITY THROUGHOUT SHALL BE SUBSTANTIALLY GRASS FREE FROM VEGETABLE MATTER, SHALE, LUMPS AND CLAY BALLS, ETC. INFILTRATION BASE: CLEAN AREA 3. BASE MATERIAL CANNOT BE OF ROUND NATURE AS THIS WILL NOT LOCK TOGETHER WHEN COARSE AGGREGATE COMPACTED AND WILL NOT PROVIDE ADEQUATE SUPPORT UNDER THE POROUS PAVE INSTALLATION. -� DEPTH AS PER VOID RATIO I' BASE SHOULD BE A 3/8"TO 3/8"CLEAN WASHED STONE. (SEEVOID - 12 DEPTH 4. BASE MAY BE REQUIRED TO BE THICKER IN APPLICATIONS WHERE HIGH WATER HOLDING CAPACITY 1 i I NOTES) IS NEEDED. CRUSHED ROCK,AS SPECIFIED ABOVE HAS APPROXIMATELY 18/o VOID SPACE. ONE 40%VOID -5" DEPTH O�� R. 2 RAIN o SQUARE FOOT OF BASE, 4 THICK WILL HOLD APPROXIMATELY 100 CUBIC INCHES OF WATER. FALL PRODUCE 288 CIF OF WATER. 12"THICK OF BASE COURCE WILL RETAIN THE 2" RAIN. 1 WELL DRAINING SOIL No. Description Date ----- -- -- - SHOULD BE INSTALLED USING EQUIPMENT CAPABLE OF o � I -, I 6 INSTALLATION OF BASE: BASE MATERIAL SH SPREADING THE MATERIAL IN A EVEN FASHION 7. AREAS OF BASE WHERE SAND OR SILT BECOME MIXED TOGETHER WITH THE BASE DURING CO PERMEABLE ON SHOULD BE REMOVED AND REDONE TO ENSURE ADEQUATE COMPACTION AND a�, , SUPPORT. 8. COMPACTING BASE: FINISHED BASE MUST BE COMPACTED UNIFORMLY TO A DENSITY OF NOT LESS ..... 43_o" THAN 95%OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180, METHOD D. ENSURE THAT BASE IS INSTALLED AND COMPACTED A MINIMUM OF 6" BEYOND THE PROPOSED AREA OF POROUS d a a _ � 1 PAVE INSTALLATION. IF THE BASE MATERIAL DOES NOT HAVE THE PROPER MOISTURE CONTENT TO ENSURE THE REQUIRED DENSITY, WET OR DRY THE BASE AS NECESSARY TO ACHIEVE 95% COMPACTION UNIFORMLY THROUGHOUT THE ENTIRE AREA. PR(7P.WASTEWATER SYSTEM 1. T ical Sitework Details Copy 1 WALL- NEW CONC. RETAINING",,� 1 i ;� ( / :; `�* „ _ „ 1 ✓ a 1f 1/2 - 1 0 °j 1 �r �Ii I � a i 1 10 j EXISTING TREE, TYP. i, ' �' m I Da FLOWILL �\ 1GRAC W { 41,_0,, _r /' }' ,^ O� �— 4" VERTICAL t 4 M I ��. SLOPE FACE s O� t43' ' ' ` PROPOSED PERSPECTIVE VIEW REVIEWED ` SILT FENCE OR i]q , BEDDING DETAIL # AY BALE, OR �ETEDt7 BOTH 36 MINIMUM 2 x 2 ©ANGLE FIRST STAKE TOWARD L o FENCE POST 2025 ----.' PREVIOUSLY LAID BALE / ram—' ► /� —��, PROPOSED SHRUB WOVEN WIRE FENC 2 OO TYPE A TY i P (6 x 6 - 10. 10 WWF) Z FLOW f�� s,.L /f� P, 151 �` �-- FILTER CLOT ' w 0 PROPOSED SHRUB o TYPE B,TYP. oil 1 2s79-1 �- r i PROPOSED EMBED FILTER CLOT ^,, _ �� O 1 t' DRYWELL MIN. 6" INTO GROUND z J "'L`t`I y ._ss o„ 8' DIA. 6' DEEP �J g W/GRATE - ' — j..-� NOTE: MAXIMUM DRAINAGE AREA 1/2 ACRE / 100 LINEAR FEET TRENCH DRAIN > 1 it TYPICAL SILT FENCE SECTION DETAIL TYPICAL HAY BALE ANCHORING DETAIL CREATE A SWALE e PROJECT ar°ems,-: ..�-r m^a <-�m; a - a;s;ua°+asn; ..� .,a `erg �s-� ,.: ,e.s ��eo � -^�;•r--, „r>..,'"� 3 ,o„ � - - - - �.A...�.. - - `� Cambourakis t ; I Stormwater Management Typical Silt Fence i and Hay Bale Details Copy 1 _ 1 N.T.S. Residence DRAINAGE AREA 1: 2,382 SF Stormwater Retention EXISTING HILL, PART OF AREA CONTRIBUTING TO POOL PATIO System Layout, Planting DRAINAGE AREA 2: Layout 2,556 SF POOL PATIO & POOL HOUSE Project number 23018 DRAINAGE AREA 3: Date 5/17/2024 9,412 SF Planting Type YARD CONTRIBUTING TO Plant Type Common Name Ht Drawn by GBQ DRYWELL Checked by HA c°h' Stormwater Retenlsion System Layout, Shrub Type A Schip(Skip) Laurel 5'-15' o 1 Planting Layout Shrub Type B Northern Bayberry 3'- 12' A 101 2 LID 1" - 20'-0" 0 N co Scale As indicated N OCT 15 2024 studio alb architects (A6 Zo m oard of Appeals 6 ,� / 651 West Main Street, A5 A4 B9 g8.5 B8 A4 A5 UPPER FASCIA A.21 A6 SSA/ B8 B9 Riverhead, NY 11901 1 X3 ON 1 X12 J��j 631 591 2402 Q-/ 631 3231426 LAKE BOARD `S��/ LAKE BOARD glynis@studioabarchitects.com 1X3 ON 1X12 yQP/ 1X3 ON 1X12 Q / mailing address: / PO Box 444, Orient, NY 11957 / I I LOWER FASCIA: / ��--�� - lent.c I' ' 1 X3 ON 1 X6 - , - Maria George am ourakis -- `f _ SIDING Drive, East Marion, NY 11939 -- i --- 1 -4 1/2 SAME AS MAIN � site address HOUSE �\ 200 Cedar Dr � - I r � r � r � r � - tel: 718.706.7196 Ext. 101 2X6 CEDAR END BOARD gjc@set-ny.com I - 3'-0" I I - BOT 3'-0" JM FLU H r r \ _ tax map#: 1000-22-01-3 and-4 L/7 - \ V - ' 'dl it II l - I I I Pool Patio Level - - - - - - off 44 RGED v, I I I I I i I -I I I I li I I I I I i I I I I i PA I I - I ARGED P I ' - II I I I -- Pool House North Elevation - Dependent 1 Pool House West Elevation - Dependent 1 n Pool House South Elevation - Dependent 1 n Pool House East Elevation - Dependent 1 1 0 1/4" = 1'-0" NEW RAILING TOP RAIL:4X4 CEDAR FACE: STAINLESS STL WIRE @3 1/2"O.C. a: EXISTING DECK � NEW DECK W + 12"TYP. m io — —M POOL PATIO PERMEABLE PAVEMENT No. Description Date ON 4"GRAVEL co <� ON COMPACTED ® Pool Patio Level _ _ M SOIL 44' - 0" — FILL TO EDGE OF PATIO SLOPE 1/3(4/12) MAX. Section through Access Staircase to Pool 6 Copy 1 1/41' = 1'-0" FINA MAP REVIEWED BY ZBA INSTALL POOL 02 '4Da5 SAT 4X4 ACQ COLUMN ENCLOSURE LATCH A.102 ON 10"CYLINDRICAL •(�aED ARC CON' FOUNDATION2 POOL PATIO q 5' H SHOWER FENCE 5'-9" 5'-9 7/8" 8 4 1/4" 5' 9 7/8" 5 �P K'A VERTICAL 1X4 CEDAR N �� G� F� @4"O.C., TYP. 36" M B9 —_ _ _ _ _ _ ___ 0 16 17 N9,, 0- 81 Q� i �r M JACK STUD �OF NEAR o t o (2)-1 3/4"x 3 1/2"LVL �r EXTERIOR SHOWER 2'-0" l 00 6" i 36" i A.22 5 A.102 A.102 3 o BAR PROJECT Cambourakis - ! - - Residence = 1 8 A.22 c� i0 B8 lb d-- _ - Pool Patio Access Steps - 1 - - - 11 11 11 2'-0" 3'-9" 3'-6" 7'-3" 7'-3" 2'-0" Section , Pool House 5'-9" 20'-0" Plan , Elevations 4 A A4 /A.102 6 A6 Project number 23018 A5 F Date 5/17/2024 �.21 Drawn by HA Q v Checked by GB 77 v 0 n Pool House Floor Plan - Dependent 1 A CN (o C3 N Scale 1/4" = 1'-0" y J a 1. Test Boring Data, provided by. Test Boring Data, provided by: Structural Engineering Technologies, P.C. Structural Engineering Technologies, P.C: September 1, 2023 September 1, 2023 EL=37.7 T.H. 61 EL=44.4 T.H. 02 FILL Darl< Brown f Sand, FILL Dark Brown f Sand, 2' trace Silt'frith roots, dry SP 2' some Silt, trace f Gravel molot, SM g!1 Brown f Sand trace f Gravel, dry SP FILL- Brown f Sand, little Silt, V 4' Brown mf Sand, 4• trace f Gravel, with roots, moist, SP trace f Gravel, dry SP Brown f Sand, moist, SP Receive 6' Brown f Sand Brown f Sand, {race f Gravel, trace Slit, dry, SP trace Silt,.dry, SP 10' 8' - OCTy, ZO�A Brown f Sand, Brown mf Sand, trace f Gravel; 8 't some m Gravel, trace Silt, dry, SP trace Silt, dry, SP 10' 12' Brown mf Sand,'trace Silt, dry, SP Zoning Board of Appeals Brown mf sand, 12' trace f Gravel, dry, SP Brown mf Sand, little f Gravel, is, trace Silt, moist; SP Brown f Sand, 15' trace f Gravel, dry, SP Brown mf Sand, little mf Gravel, 20' trace Silt, moist, SP Brown mf Sand, 20' trace f Grovel. Brown mf Send, some cmf Gravel, trace Silt, dry, SP moist, SP DEPT. OF HEALTH APPROVAL STAMP AREA 25' 25' Brown mf Sand, Brown mf Sand; little f Grovel, little f Gravel, dry, SP moist, SP CONSULT PLANS PREPARED BY STUDIO A/B ARCHITECTS 30' 30' SEPT. 19, 2024 DMANG NO. 24-77D FOR SANITARY, DRAINAGE, COVERAGE do PYRAMID CACT Brown.cmf Sand, Brown f Sand, moist, SP little Silt, trace f Gravel, moist, SP 35' 35' Brown cmf Sand, some mf Gravel XDENOTES APPROX. EXISTING SANITARY SYSTEM LOCATION, Brown cmf Sand, / 7 wet, SW TO BE ABANDONED PER S.C.D.H.S. STANDARDS. some mf Gravel, trace Silt, / 37' wet, SP ELEVATIONS REFER TO NAVD 1988. 37' ; Area= 36,642 s.f. uav�ew Avenue Nq I L � tip G, co x o r car 2 USA�sieF�yF°j c,� 40.1611 4' qTq N79�1 Monumen S75 q 3B CA LA onument\> 0 Y.39.62 42.44 4 N 9S, - x 39.55 tone ` • 40 84 38 38 37:11 x cobbles r A a x 37..40 d eWoy w 37.21 TW ti u lao amen' TV! gravel � 1 38.3 36.20 `= P OPOSED dtaist Igo 1V1 TW well s 1 M`O TAX LOT 3 eta{ ing I �x 0 concrete 40.3 wall a1.7wo P OSED x7 H. 1 38 38 .7 `-� g N ROPOSED .4 retainingng W wqall�•79x a 4 11 B2 SANITARY M G. tank TW 6 ba °' (DESIGN BY 0 ERS) 38.8 PROPOSES N a o ♦38 30.0', step. FENCING x�! L � rc TA P POSm USE W ! U ib Existing 1 Story PROPOSED a �V ro P OPOSED 0 L HO E TYT ,��, Rescdence aDornoN R/O landin II „ ) a N .N °' a M ny tY YA U E 39.6 - P FF-46.2 c - RIDGE-61.2 �44.15 C7 u, CO .39.83 56S T n1.2 o deck deck EL=46.1 PROPOS 44 go _ _. - ADDfIION iol 430 v m PROPOS LAN01 26.0' PROPOSED y, 1 ..... g6.2 DRYWELL co W n 602 0.0 4XV ~^ PROPOS HOT I PROPOSED WATER LINE I, �•c o '�^ c� ..\ PROPOSED�1lNE_0 m PROPOS PERVIO S P TIO LT-FENCt OR HAY BALES `� x o. asphalt PROPOSED FENCE TAX LOT 4 m m pavement .+ PROPOSED TRENCH DRAIN rn °j PROPO ED POOL O � PROPO SH01 47L p w cro .. S�^ 104.3 OO c� x 49.92 ? `�-< DRYWELL20.3' �' - PROPOSED fl`ro PROPOSED OOL HO ^' W f GRATE VVV °= 5.9'"" 8 0X6' 36.11 64.2` $ ,- $ =xo36 493 j36.24 N x w - iD T N X Monument 200.00' S89057'40"W Monument \\\ W THE EXISTENCE OF RIGHTS OF WAY 1 \� %, v 9 c AND/OR EASEMENTS OF RECORD IF N 1 \ o p a ANY, NOT SHOWN ARE NOT GUARANTEED. �! OF E{N y UNAUTHORIZED ALTERATION OR ADDITION �Q"V PE1- W RESIDENCE M' p USES TO THIS SURVEY IS A VIOLATION OF .r- y �+ l PATER I SECTION 7209 OF THE NEW YORK STATE CJ well EDUCATION LAW. * 0 well COPIES OF THIS SURVEY MAP NOT BEARING r Qi r /� Property THE LAND SURVEYOR'S INKED SEAL OR Ir Survey Of Described EMBOSSED SEAL SHALL NOT BE CONSIDERED �� O � TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN 0.8Z NLY TO THE PERSON FOR WHOM PREPARED, AND ON HIS BEHALF TOTHE HE SURVEYO LigN�s� S1tUQt8 (it TITLE COMPANY, GOVERNMENTAL AGENCY AND East Marion INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. GUARANTEES ARE NOT TRANSFERABLE. Town of Southold Michael W. Minto, L.S.P. C. Suffolk County, New York LICENSED PROFESSIONAL LAND SURVEYOR District 1000 Section 22 Block 1 Lots 3 and 4 NEW YORK STATE LICENSE NUMBER 050871 87 Woodview Lane Scale 1 "= 40 Surveyed August 15, 2024 Cenereach, N.Y. 11720 GRAPHIC SCALE (�, a PHONE/FAX: (631) 580-1202 40 0 20 40 e0 160 ,�1TTATrL, CELLULAR: (631) 766-9714 y �1 rr EMA(L: mikemintolspcOgmail.com. IN FEET ) 1 inch = 40 ft. FORM NO. 3 V3 TOWN OF SOUTHOLD Receiyed BUILDING DEPARTMENT SOUTHOLD,N.Y. OCT L5 2024 NOTICE OF DISAPPROVAL Zoning Board of Appeals DATE: September 26, 2024 TO: Studio a/b Architects (Cambourakis) PO Box 444 Orient,NY 11957 Please take notice that your application received May 24, 2024: For permit to: Construct an inground swimming pool, and an accessory pool house, located at: Location of property: 200 Cedar Drive, East Marion,NY County Tax Map No. 1000—Section 22 Block 01 Lot 3 and 1000-22-1-4* *Parcels are merged by way of the merger law; applicant intends to retain merger and obtain a single tax map number. Subsequent to merging,the new parcel size is a nonconforming 36,643 sq.ft. parcel in the Residential R-40 District. Is returned herewith and disapproved on the following grounds: Article III Section 280-15, states: "Accessory buildings and structures or other accessory uses shall be located in the required rear yard. The site plan shows the proposed pool and poolhouse to be located in the side yard. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC: file,ZBA APPLICATION TO THE SOUTHOLD TOWN BOARD OF APPEALS AREA VARIANCE Q House No. 200 Street Cedar Drive Hamlet East Marion ��U SCTM 1000 Section: 22 Block: 1 Lot(s) 3 &4 Lot Size: 0.841 acre Zone R 0 Received I(WE)APPEAL THE WRITTEN DETERMINATION OF THE BUILDING INSPECTOR DATED BASED ON SURVEY/SITE PLAN DATED OCT 15 2024 Owner(s): George Cambourakis R -rrj of Appeals c/o Structural Engineering Technologies, P.C., Mailing Address: 40-12 28th Street, Long Island City, NY 11101' 718 706 7196 gjc@set-ny.com Telephone: Pxt 1()1 Fax: Email: NOTE:In addition to the above,please complete below if application is signed by applicant's attorney,agent, architect,builder,contract vendee,etc.and name of person who agent represents: Name of Representative: Hideaki Ariizumi for lO Owner( )Other: Address: 24190 Main Rd, Orient Telephone: 631 323 1426 Fax: Email:hideaki@studioabarchitects.com Please check to specify who you wish correspondence to be mailed to,from the above names. ( )Applicant/Owner(s), 0()Authorized Representative, ( )Other Name/Address below: WHEREBY THE BUILDING INSPECTOR REVIEWED SURVEY/SITE PLAN DATED 5/17/2024 and DENIED AN APPLICATION DATED 9/26/2024 FOR: Q()Building Permit ( )Certificate of Occupancy ( )Pre-Certificate of Occupancy ( )Change of Use ( )Permit for As-Built Construction ( )Other: Provision of the Zoning Ordinance Appealed. (Indicate Article,Section,Subsection of Zoning Ordinance by numbers.Do not quote the code.) Article: I II Section: 280 - 15 Subsection: Type of Appeal. An Appeal is made for: Qn A Variance to the Zoning Code or Zoning Map. ( )A Variance due to lack of access required by New York Town Law-Section 280-A. ( )Interpretation of the Town Code,Article Section ( )Request for Reversal or Overturn the Zoning Officer's Denial Other A prior appeal�O has, ( )has not been made at anv time with respect to this Property, UNDER Appeal No(s). 5056 Year(s). 2002 (Please be sure to research before completing this question or call our office for assistance) Page 2,Area Variance Application /►G`�� Revised 6/2023 ll Received REASONS FOR APPEAL (Please be specific,additional sheets may be used with preparer's signature notarized): OCT 1 5 2024 1.An undesirable change will not be produced in the CHARACTER of the neighbor orjo�Qnl§4A of Appeals nearby properties if granted,because: Pool and pool house are standard accessory building/structure in the area. Due to the existing hill at the rear yard, pool and pool house cannot to be located in the rear yard, as defined with the existing deck, but they will be behind the main house. 2.The benefit sought by the applicant CANNOT be achieved by some method feasible for the applicant to pursue,other than an.area variance,because: A hill is occupying the rear yard, which leaves no area where pool and pool house can be located. The hill slopes up at the rear edge of the existing deck. If we try to locate the pool in the rear yard we need to add large amount of soil fill to raise the pool, which is distractive for the site, and also makes wastewater system layout impossible. 3.The amount of relief requested is not substantial because: Proposed layout is comming out to the side yard, determined by the existing deck, but 100% behind the main house. 4.The variance will NOT have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district because: Proposed pool and pool house are partially in the side yard, but enough distance recessed from the street. 5.Has the alleged difficulty been self created? { }Yes,or K}No Why: The difficulty is the topography of the site. • Are there any Covenants or Restrictions concerning this land? K)No { }Yes(please furnish a copy) • This is the MINIMUM that is necessary and adequate,and at the same time preserve and protect the character of the neighborhood and the health,safety and welfare of the community. By signing this document,the PROPERTY OWNER understands that pursuant to Chapter 280- 146(B)of the Code of the Town of Southold,any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3)years from the date such variance was granted. The Board may,upon written request prior to the date of expiration,grant an extension not to exceed three(3)consecutive one(1)year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. SignhuA of Applicant or Authorized Agent (Agent must submit written Authorization from Owner) Sworn to before me this �L rJ day CONNIE D.BUNCH Notary PublicNo.01 BU6185050 State of W York of 20 �4. `i_ Qualified in Suffolk County Ul Commission Expires Aprii 14,2Da� Notary Public Zoning Board of Appeals a APPLICANT'S PROJECT DESCRIPTION Re"iv Hideaki Ariizumi APPLICANT: for George Cambourakis SCTM No. 1000-22.-1-3 &4 OCT 1:5 2024 1.For Demolition of Existing Building Areas Zoning Board of Appeals Please describe areas being removed: N/A H.New Construction Areas(New Dwelling or New Additions/Extensions): Pool: 20' x 40' Dimensions of first floor extension: Pool house: 25.75' x 14' Dimensions of new second floor: N/A Dimensions of floor above second level: N/A Height(from existing natural grade): Pool house US' Is basement or lowest floor area being constructed?If yes,please provide height(above ground)measured from natural existing grade to first floor: NO M.Proposed Construction Description(Alterations or Structural Changes) (Attach extra sheet if necessary).Please describe building areas: Number of Floors and General Characteristics BEFORE Alterations: N/A Number of Floors and Changes WITH Alterations: N/A IV.Calculations of building areas and lot coverage,sky plane(From Surveyor,Design Professional): Existing square footage of buildings on your property:_3,321.24 sq.ft. including existing deck(1,162.67)and house(2,158.57) Proposed increase of building coverage:1,208.60 sq.ft. including Pool House(333.24). pool(800)plus connection deck/steps(75.36) Square footage of your lot:36,642 sq.ft. Percentage of coverage of your lot by building area(lot coverage)12.4 % Gross Floor Area(GFA)of single family dwelling including the attached garage and/or habitable detached accessory structure: (Please refer to Chapter 280, Section 280-207 of the Town Code): 3,686.7 sq.ft. For Residential lots,is project within the allowable Sky Plane?(Please refer to Chapter 280, Section 280-208 of the Town Code): Yes V.Purpose of New Construction: Build accessory pool and pool house for a one family residence VI.Please describe the land contours(flat,slope%,heavily wooded,marsh area,etc.)on your land and how it relates to the difficulty in meeting the code requirement(s): Describe on separate page if needed: Approx. 35-40% of the property has 20%+/-slope at the west (rear)., which leaves almost impossible to build accessory structures in the rear yard Please submit 8 sets of photos,labeled to show different angles of yard areas after staking corners for new construction,and photos of building area to be altered with yard view. QUESTIONNAIRE Revised 6/2023 O FOR FILING WITH YOUR ZBA APPLICATION �� Received A. Is the subject premises currently listed on the real estate market for sale? OCT 1>5 2024 Yes X No B. Are there any proposals to change or alter land contours? To obtain m pool and Boardor of Appeals faT No X Yes,please explain on separate sheet. pee s req fired C. 1.)Are there areas that contain sand or wetland grasses? No 2.)Are those areas shown on the survey submitted with this application? N/A 3.)Is the property bulk headed between the wetlands area and the upland building area? N/A 4.)If your property contains wetlands or pond areas,have you contacted the Office of the BOARD OF TRUSTEES for its determination of jurisdiction? N/A Please confirm status of your inquiry or application with the Board of Trustees: N/A If issued,please attach copies of your permit listing conditions of approval with a copy of the approved survey. D. Is there a depression or sloping elevation near the area of proposed construction at or below five feet above mean sea level? No E. Are there any patios,concrete barriers,bulkheads or fences that exist that are not shown on the survey that you are submitting? No If any of the aforementioned items exist on your property,please show them on a site plan. F. Are there any construction projects currently in process on your property? No If yes,please submit a copy of your building permit and survey as approved by the Building Department and please describe scope of work: N/A G. Please attach all pre-certificates of occupancy and certificates of occupancy for the subject premises. If none exist,please apply to the Building Department to obtain them or to obtain an Amended Notice of Disapproval. H. Do you or any co-owner also own other land adjoining or close to this parcel? No If yes,please label the proximity of your lands on your survey and identify the Suffolk County Tax Map No. N/A I. Please list present use or operations conducted at your property,and/or the proposed use Existing: single family residence; proposed: the same J. (examples:existing single family,proposed:same with garage,pool or other) 4 1 k� — Q,/2� / 2,0 ZT Authorize4 sIgnature Date-( SO(/jy� Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box l l79 G • �Q '/'� Southold,NY 11971-0959 �O 'rou Received OCT 1=;5 2024 BUILDING DEPARTMENT TOWN OF SOUTHOLD Zoning Board of Appeals September 24, 2024 To: Studio a/b Architects PO Box 444 Orient,NY 11957 RE: SCTM# 1000-22-1-3 and 1000-22-1-4 Cambourakis Determination of Merger Request To Whom It May Concern: This letter is to inform you,that,based on the application, deed, and single and separate title search submitted to our office, along with the records and files of the Town of Southold, we have determined that the parcels indicated above have been merged pursuant to Article II Section 280-10. Should you or anyone have additional questions regarding this property, please feel free to contact me at(631) 765-1802. Respectfully Yours, P Nancy Meyer, Building Inspector FORM NO.4 Received TOWN OF SOUTHOLD BUILDING DEPARTMENT OCT 1:5 2024 TOWN CLERKS OFFICE SOUTHOLD,N.Y. Appeals Zoning Board of CERTIFICATE OF OCCUPANCY No. .... ..... Date ........................................ X.... 19. A.. THIS CERTIFIES that the building located at.wif;.....G".fibtdw.}3.rivo.........................Street Map Black No....I)%.............Lot No. ...J=............ftif:t.-Iffm1oul.....AY..X4 conforms substantially to the Application for Building Permit heretofore filed in this office dated r ..........................J.01M y...... ,7...., 19..60., pursuant to which Building Permit No. ..2-9t517........... dated........................ZAIYl>. ry...18...... 19.6..0.,was issued,and conforms to all of the requirements of the applicable provisions of the law.The occupancy for which this certificate is issued is................ ............k'�' I/�iss..Qz��;..;v a1G�i. C..SlW�.7. .................................................................................... Thiscertificate is issued to ...� ..................(...Q'4 ax).............................................. (owner, lessee or tenant) of the aforesaid building. .......... . . .. .. :�.:R.............. :::...... Building Inspector FORM NO. 4 i TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall I �/ Southold, N.Y. Received OCT 1,5 2024 CERTIFICATE OF OCCUPANCY Zoning Board of Appeals No: Z-30786 Date: 02 24 05 THIS CERTIFIES that the building ADDITION & ALTERATION Location of Property: 200 CEDAR DR EAST MARION (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 22 Block 1 Lot 3 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated NOVEMBER 1, 2002 pursuant to which Building Permit No. 28874-Z dated NOVEMBER 1, 2002 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ADDITION & ALTERATION TO EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR, & AS PER CONDITIONS OF ZBA #5056 DATED 2/28/02. The certificate is issued to GEORGE S. CAMBOURAKIS (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 1193364 02 10 05 PLUMBERS CERTIFICATION DATED 02 10 05 MATTITUCK PLUMB.&HEATING 1 r hor'zed gignature Rev. 1/81 i FORM NO. 3 NOTICE OF DISAPPROVAL DATE:Novemlig,(�069d TO: Garrett Strang A/C Cambourakis 1230 Traveler Street OCT 1:5 2024 Southold,NY 11971 Zoning Board of Appeals Please take notice that your application dated November 16,2001 For permit to make additions/alterations to an existing single family dwelling at Location of property 200 Cedar Drive,East Marion, County Tax Map No. 1000- Section 22 Block 1 Lot 3 Is returned herewith and disapproved on the following grounds: The proposed addition/alteration to a non-conforming single family dwelling,on a non-conforming 20,037 square foot parcel in the R-40 District,is not permitted pursuant to Article XXIV Section 100-242A which states,• "Nothing in this article shall be deemed to prevent the remodeling,reconstruction or enlar em of a non-conforming building containing a conforming use,provided that such action does not create W new non-conformance or increase the degree of non-conformance with regard to the regulations pertaining to such buildings_" The existing non-conforming single family dwelling has a front yard setback of 33.7' and a proposed front,yard setback of 32.5' feet.Therefore,the proposed addition/alteration is not permitted pursuant to Article XXVI Section 100-244 which states that non-conforming lots between 20,000 and 39,999 square feet in total size,Mguuire a front yard setback of forty(49)feet. Total lot coverage,following the pLoposed addition is fourteen 14percent.. Authorized Signature CC: file,Z.B.A. 1 APPEALS BOARD MEMBERS �` p�OSQFF��COG Southold Town Hall Gerard P. Goehringer, Chairman �� y� 53095 Main Road Lydia A.Tortora co 4y Z P.O. Box 1179 George Horning - ^+ Southold,New York 11971-0959 .�i ZBA Fax 631 765-9064 Ruth D.Oliva �' p! � � Vincent Orlando ��l �►a _ Telepg 3 7 5- 809 http://souYdork.net BOARD OF APPEALS OCT 11 2024 TOWN OF SOUTHOLD March 8,2002 Zoning Board of Appeals Fax 765-5490 Mr. Garrett A. Strang, R.A. Re: Appl.No. 5056—Variance Request for G. Cambourakis Dear ang: Enclosed please find a copy of the determination rendered by the Zoning Board of Appeals regarding the above application. Please be sure to follow-up with the Building Department for the next step in the building permit application process. A copy of this determination has been furnished to the Building Department for their permanent records, and for their update regarding the Notice of Disapproval. Very truly yours, erard P. Goehrm er g Chairman Enclosure Copy of Decision to: Building Department APPEALS BOARD MEMBERS ` SVEFO(� r Southold Town Hall �.y' y Gerard P.Goehringer,Chairman � � 53095 Main Road Lydia A.Tortora y P.O.Box 1179 George Horning Southold,New York 11971-0959 Ruth D. Oliva ZBA Fax(631)765-9064 Vincent Orlando l �►a Telephone(631)765-1809 http://southoldtown.northfork.net BOARD OF APPEALS Received TOWN OF SOUTHOLD 0k�3 FINDINGS,DELIBERATIONS AND DETERMINATION OCT 1.5 2024 MEETING OF FEBRUARY 28, 2002 Zoning Board of ppeais Appl.No. 5056 -George S. ambourakis 1000-22-1-3 Location: 200 Cedar Drive, East Marion The Zoning Board of Appeals held a public hearing on this application on February 21, 2002, at which time written and oral evidence was presented. Based upon all testimony, documentation, personal inspection of the property and the area, and other evidence, the Zoning Board finds the following facts to be true and relevant. FINDINGS OF FACT PROPERTY FACTS/DESCRIPTION: The applicant's property is located on the westerly side of Cedar Drive. The property is .841 of an acre, improved with a single- family dwelling. Section-22 Block-1 Lot-3, all shown on the map prepared by Joseph A. Ingegno, surveyed Feb. 26,2001 BASIS OF APPLICATION: Building Inspector's November 16, 2001 Notice of Disapproval citing Article XXIV Section 100-242A, which requires a 40-foot front, yard ---- setback. The above referenced proposed addition notes a front yard setback of 32 feet5 inches. AREA VARIANCE RELIEF REQUESTED: Applicant requests a Variance for new additions/alterations leaving a front yard setback of 32 feet 5 inches. The additions/alterations are more particularly described on plans prepared by G. Strang, R.A. dated 9-10-01, Plan Sheets A-4 and A-5. REASONS FOR BOARD ACTION. DESCRIBED BELOW: Based on the testimony and record before the Board and personal inspection, the Board makes the following findings: 1. Grant of the area variance will not produce an undesirable change in character of _ neighborhood or a detriment to nearby properties. The porch addition is very modest in size and the 2' to 3' variance granted is not out of character with front yard setbacks of existing nearby residences. 03/08/2002 15:35 6317659064 ZONINGAPPEALSBOARD PAGE 03 Page 2 -1~ebtuarn-28,2002 Appl. No. 5056-G. Cambourakis �� J 1000-22-1.3 at East Marion Received OCT 15 2024 Zoning Board of Appeals 2. The benefit sought by the applicant cannot be achieved by some method, feasible or is applicant to pursue, other than an area vanancc. The major portion of the fr porch preexisting. The additional work will stabilize the existing porch. 3. The requested area variance is not substantial and represents up to a 3 ft. reduction in the code's 40-foot minimum front yard setback. 4. There is no evidence that the grant of the variance will have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district. No evidence has been submitted to suggest that this minor variance will have an adverse impact on the physical or environmental conditions in the neighborhood. 5, in considering this application, the Board deems this action to be the minimum necessary and adequate to preserve and protect the character of the neighborhood, and the health, safety, welfare of the community. RESOLt1TIONlACT1QN: On motion by Member Oliva, seconded by Chairman Goehringer, it was RESOLVED, to grant the variance as applied for. This action does not authorize or condone any current or future use, setback or other features of the subject property that violates the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. Vote of the Board: Ayes: Members Goehringer (Chairman), Tortora, Oliva, Orlando. (Member Horning of Fishers Island was absent.) This Resolution was duly adopted (4- ERr1RD p. 00 1t, Cha' an i Short r6nvironmental Assessment Form Part I -Project Information Instructions for Comnletine Part 1—Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verific *Wart 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. OCT 1:5 2024 Complete all items in Part 1.You may also provide any additional information which you believe will be needed'by or useful to the lead agency;attach additional pages as necessary to supplement any item. Zoning Board of Appeals Part 1—Project and Sponsor Information Name of Action or Project: Cambourakis Residence Pool and Pool House Addition Project Location(describe,and attach a location map): 200 Cedar Drive,East Marion,NY 11939 Brief Description of Proposed Action: Pool and Pool House addition to an existing single house residence Name of Applicant or Sponsor: Telephone: 718.706.7196 George Cambourakis E-Mail: glc@set-ny.com Address: 40-12 28th Street City/PO: State: Zip Code: Long Island City NY 11101 1. Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that ❑ may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other government Agency? NO YES If Yes,list agency(s)name and permit or approval:Southold Building Department,Building Permit(s) ❑ ❑ 3. a.Total acreage of the site of the proposed action? 0.841 acres b.Total acreage to be physically disturbed? 0.026 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 0.841 acres 4. Check all land uses that occur on,are adjoining or near the proposed action: 5. ❑Urban ❑ Rural(non-agriculture) ❑ Industrial ❑ Commercial m Residential(suburban) ❑Forest ❑ Agriculture ❑ Aquatic ❑ Other(Specify): ❑Parkland Pagel of 3 5. Is the proposed action, NO YES N/A a. A permitted use under the zoning regulations? ❑ ❑ ❑ b. Consistent with the adopted comprehensive plan? Ox ❑ ❑ NO YES 6. Is the proposed action consistent with the predominant character of the existing built or natural landscape? ReceivedFl ❑ 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Are 9 YES ECT 1:5 tow If Yes,identify: F] Znning Board o NO YES 8. a. Will the proposed action result in a substantial increase in traffic above present levels? ❑ b. Are public transportation services available at or near the site of the proposed action? ❑ ❑ c. Are any pedestrian accommodations or bicycle routes available on or near the site of the proposed ❑ ❑ action? 9. Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: Pool House will comply NYS Energy Code requirements,although heating will not be installed. ❑ 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: ❑ ❑ 11. Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: New IAOWTS will replace the existing system,to which Pool house wastewater will be connected. ❑ 12. a.Does the project site contain,or is it substantially contiguous to,a building,archaeological site,or district NO YES which is listed on the National or State Register of Historic Places,or that has been determined by the ❑ Commissioner of the NYS Office of Parks,Recreation and Historic Preservation to be eligible for listing on the State Register of Historic Places? b.Is the project site,or any portion of it,located in or adjacent to an area designated as sensitive for archaeological sites on the NY State Historic Preservation Office(SHPO)archaeological site inventory? 13. a. Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? ❑ ❑✓ b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? ❑ If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: Page 2 of 3 14. Identify the typical habitat types that occur on,or are likely to be found on the project site.Check all that apply: mShoreline m Forest ❑Agricultural/grasslands ❑Early mid-successional Received ❑Wetland ❑ Urban m Suburban 15. Does the site of the proposed action contain any species of animal,or associated habitats,li e or NO YES Federal government as threatened or endangered? Northern Long-eared Bat Zoning Board of AppealE ❑ IZI 16. Is the project site located in the 100-year flood plan? NO YES ❑✓ ❑ 17. Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, ❑ a. Will storm water discharges flow to adjacent properties? 0 ❑ b. Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? ❑ If Yes,briefly describe: Dry well will receive the roof runoff 18. Does the proposed action include construction or other activities that would result in the impoundment of water NO YES or other liquids(e.g.,retention pond,waste lagoon,dam)? If Yes,explain the purpose and size of the impoundment: swimming pool,20'x 40' ❑ 19. Has the site of the proposed action or an adjoining property been the location of an active or closed solid waste NO YES management facility? If Yes,describe: ❑ ❑ 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: ❑ ❑ I CERTIFY THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor / n ame: Hideaki Adizumi Date:8/20/2024 Signature: 1 " ` � � T Title:Architect PRINT FORM Page 3 of 3 EAF Mapper Summary Repot TuesG ,August 20, 202412:18 AM �J Disclaimer: The EAF Mapper is a screening tool intended to assist project sponsors and revie c n mg an environmental i assessment form(EAF).N t f V xj i the EAF are answered by the EAF Mapper.Additional information on any EAF 22:=2=34; question can be obtained by consulting the EAF Workbooks. Although 13 �31 t the EAF Mapper provides them(�p��jj tQ�d e�g�g data available to 1•__l DEC,you may also need to conldcaf`o tf4c�d�a`�Ea sources in order 1,2 9, to obtain data not provided by the Mapper.Digital data is not a substitute for agency determinations. 5 Y Zoning Board of appeals kun x• 22 '2 35, $ort3S tt}t`'� Yi 1�1 �rfsac. tdr5hfp 22. 9- QU1 iO�d ToWnt'o' Fa QHenu on77. Ro¢hr�t4M f ch t�illior.j Kong, V5-fl f c�rs��elr��1�1 (+d�I t*'" -,,„`dap tr'eAF>i�O T.-0 `ir41t�f�� ci7�7 �Ts -L____.f'LC.GSJS .i.l�'.TiEtt'alsumh.�`-' �,•` ,' �'�`�• .a..r_ Part 1 /Question 7 [Critical Environmental No ~� Area] Part 1 /Question 12a [National or State Yes Register of Historic Places or State Eligible Sites] Part 1 /Question 12b [Archeological Sites] No Part 1 /Question 13a [Wetlands or Other Yes-Digital mapping information on local and federal wetlands and Regulated Waterbodies] waterbodies is known to be incomplete. Refer to EAF Workbook. Part 1 /Question 15[Threatened or Yes Endangered Animal] Part 1 /Question 15 [Threatened or Northern Long-eared Bat Endangered Animal -Name] Part 1 /Question 16[100 Year Flood Plain] No Part 1 /Question 20[Remediation Site] �No Short Environmental Assessment Form - EAF Mapper Summary Report 1 .Board of Zoning Appeals Application Received OWNER'S AUTHORIZATION OCT 15 2024 (Where the Applicant is not the Owner) Zoning Board of Appeals c/o Structural Engineering Technologies, P.C. I,- George Carnbourakis residing at 40-12 28th Street, Long Island City, NY 11101 (Print property owner's name) (Mailing Address) do hereby authorize Hideaki Ariizurr i (Agent) - to apply for variance(s)on my behalf from the Southold Zoning Board of Appeals. By signing this document,the Property Owner understands that pursuant to Chapter 280- 146(B)of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been Sled with the Suffolk County Clerk,within three(3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration,grant an extension not to exceed three(3)consecutive one(1)year terms. IT IS THE PROPERTY OWNERS RESPONSIBILITY TO ENSURE COMPLIANCE WITH, THE CODE REQUIRED TIME FRAME.DESCRIBED HEREIN. (Owner' :Signature) George Cambourakis (Print Owner's Name) Received APPLICANT/OWNER OCT L-5 2024 TRANSACTIONAL DISCLOSURE FORM On��ppaa Bpard 01 AP eals The Town of Southold's Code of Ethics nrohibits conflicts of interest on the hart of town officers an�emnloCees."1 he purpose of this form is to-provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessaiv to avoid same. YOURNAME: Cambourakis, George (Last name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) TYPE OF APPLICATION:(Check all that apply) Tax grievance Building Permit _ X Variance X Trustee Permit Change of Zone Coastal Erosion Approval of Plat Mooring Other(activity) Planning Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?"Relationship"includes by blood,marriage,or business interest."Business interest"means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES . NO NO If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person - Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee. Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply) A)the owner of greater that 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation) B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation) C)an officer,director,partner,or employee of the applicant;or D)the actual applicant DESCRIPTION OF RELATIONSHIP Submitted this • day of Signature Print Name" eorge Ca' 6urakis a V AGENT/REPRESENTATIVE Received 1 4 TRANSACTIONAL DISCLOSURE FORM ®CT 1�..5 2024 The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The Purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take *i%ft0j"is necessary to avoid same. zoning YOURNAME: Ariizumi, Hideaki (Last name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) TYPE OF APPLICATION: (Check all that apply) Tax grievance Building Permit X Variance X Trustee Permit Change of Zone Coastal Erosion Approval of Plat Mooring Other(activity) Planning Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?"Relationship"includes by blood,marriage,or business interest."Business interest"means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO X If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee. Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply) A)the owner of greater that 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation) B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation) C)an officer,director,partner,or employee of the applicant,or D)the actual applicant DESCRIPTION OF RELATIONSHIP Submitted this_ day of 20 Signature Print Name Hideaki Ariizumi Town of Southold A. INSTRUCTIONS LWRP CONSISTENCY ASSESSMENT FORM lVbdeceived OCT 1.5 202.4 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront CoffdmftggWri@t0 lq'his assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes",then the proposed action may affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, the action should be analyzed in more detail and, if necessary, modified prior to making a determination that it is consistent to the maximum extent practicable with the LWRP policy standards and conditions. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 1000 _22. _1-3 & -4 The Application has been submitted to(check appropriate response): Town Board 0 Planning Dept. ® Building Dept. D Board of Trustees 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital E] construction,planning activity,agency regulation,land transaction) (b) Financial assistance(e.g.grant,loan, subsidy) (c) Permit,approval,license,certification: Nature and extent of action: Pool and Pool House addition to an existing single family residence — j Location of action:200 Cedar Drive, East Marion, NY 11939 Site acreage:0.841 acre �. 1 Present land use:Single Family Residence Received Present zoning classification:R40 OCT 15 2024 2. If an application for the proposed action has been filed with the Town oF-S (§ftaSgeflty,Pffi tllowing information shall be provided: (a) Name of applicant:Hideaki Ariizumi (b) Mailing address: PO Box 444, Orient NY 11957 (c) Telephone number:Area Code( )631 3231426 (d) Application number,if any: Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes ❑ No V If yes,which state or federal agency? DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure,makes beneficial use of a coastal location, and minimizes adverse effects of development. See L%W Section III—Policies; Page 2 for evaluation criteria. ❑Yes ❑ No RZ Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria 11 Yes ❑ No ® Not Applicable Attach additional sheets if necessary ' Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria Q Yes No ® Not Applicable c'J Attach additional sheets if necessary ing NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria © Yes © No ® Not Applicable Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria 0 Yes El No ®Not Applicable Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria. Q Yes E No® Not Applicable Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWlReedj f i — Policies Pages 32 through 34 for evaluation criteria. OCT 15 ❑ Yes ❑ No® Not Applicable Zoning guard of Appeals Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. ❑ YesEl No 2 Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable �• l Attach additional sheets if necessary rd of aP'Peals Policy 11. Promote sustainable use of living marine resources in L id9l. Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ No® Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III—Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No kz Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No V Not Applicable Created on 5125105 11:20" p RS F ^T -• `�� .�1.f'+�p.,j r-.�.�{ �� t Awy"r�,i'.irLrL c�� .4.'a�`2 ^^�,�a M1-^ra��mn�"�''-.� s:s� �rr i'r a+.'.i-"q�w.,.'r. .�,.'...' -n•a—^a=. -r 7.:. ems.. �.�.r,. p'i:,. ..y�, ,�.;; C 1 � :;; x^ i '.s<,-{ 1, ,+: s. 9,C,S:a d'£�,1.,. u "{v3..,Jr £ r,C.::,x:r•,..i, ,f � a y.' � .a s.. �.�;,'^"'^Y£^,�- "`T'4°..:;n. 'rp .. wxv g- a S x ,. F ...; :.•� '4. � 5 S.S.. ..�..�F.L,L x_ ,..�,_✓_�.a<• .r r ,t f'?'e . } �'ypflw �r °{�' `�! �G ��P''` •.}�M 4 r �I�� ,��( s �ti- 't< { - ?}w9 ,, :�, ,:� •, _ � `��.�'� �� b,. ., 1- . ' . 1 C�� - a a" � ``� OWNER _ STREET V(LI=AGE n ------------------ r . TRI.CT `SUB. l f R jE oW—NER; N., h 7 ••pp f f A ACREAGE .� W TYPIr QE± UtLDING�'t _ f w #, t SEAS, a) VL `. •, . k I FARM �l + r f4. r � /1l� f . { + ,IND I' " CB A,AISC � LANd, _ :« Om ' o DATE REh�ARK5 f y/ 41 @e fpn £ ,,r t, i x,., .,• .. ' � .., - , (/�,r/�1� �/� `�U ff._,i._•-4------/-�-j/ /j �1' /�lj. `� �7r AGE RuTLOING CON_ D1T10 N 4NEW NORMAL BELOW ' ABOVE n Fsarm Acne Value Per.Acre Value G t t Tillable'. 2 Tillable'` 3 „ . 1Noodland ,,� - i t Swamplcind IF -= 7777 Brushla R� House Plot , k - a, Totp I _ �LPSi MENEM �. p� mom �.•S ,v1 .{.y.F✓,��. r t � t d 1x4\.Y LB. a 4'R �'f+] ® r .� ,� •.• � > -:�a 's t �r -- ', h� �amca ��rwp+®]��®aacq.erraae�as� �.? iJ� �♦r i ryt� w.-,i` .�y�{Cf 5-. [ V„ t.r f .1 >�•s.. »�4d w y .t w .+�-•'�-{ate', Iy,�y y '- 7 .'>'L,J 1 e.. e q t . a B n p c - --- �lia r t��-�..��:�:o Bath - - M. Bldg cn rd Foundation t� fension . . Basement Floors, f� Gi3 z Ext. Walls } Interior Finish tensionExtension Fire Ploee �1 . ; Heat - Porch Attic ' " .. t Porch Rooms 1st Floor Breezeway , Potio` _ Rooms 2nd Floor V µ^ ! Gara e Driveway i 0.. B. _ OWN;ErR = .,. STREET YiLLAGE U �. , � Q1STRICT S B ,LQ , � a ` 1# t k :1'OR ti t )f 3a . 4.. TY '+ f",, A r J},/� ,;.� t � # ,:. ,- ,� _ � ,t.� 'J •fir'; 'k: twp .. ,.'t:+-'. ,F. 7-, ,.,... :r '} rr .-•I,`<.••..:•.1 @ y'� i PE OF BUILDING: �b SEA5; C Ml VL. ,FARM OMM �I ND GB ,, .. SC. L1kID• P: TOTAL DATE RElv1°ARKS, Ja NN y; F-. �' � �.1.J. �': Y' / � .. �ky�� t,r ✓r a� M' e'i`�, 4 Y '4,/.' .lv w�� ,j/ M � r� i� iX i e a �r S.� : !! ��'G.� j } f` of/r.! yid • �'=.3 ' ��/ tr + '.�' a �-t '10 641111&', o 6 - ;tj f ,� FDcz 0 F\ r AGE U1LDW&C—QNDiT10N �> . C N W NORMAL BE A LOW B�JVE y i �Y Y91ue. PAA ei -- r � C�flabfe, 2 �$ )777A Tillable. 3 - � . . • r s t .rWO,OCllQY1tI; � r � i el i 5�4arnp1'ancl ZM €3rushlad' Hous'e'PloF ToYa! .- :._ .a ,..,,.«..... ,�-. ,•.- ..,x...-«. .-�...- ..w ..n.. ... .w ..... .m,.., .. ..a x.v .a.,,u u..... ...,.,.. �,... o.n-++�..P--, a.. - n_«...« +r...w..ti.,uiw..,:aJ, t ZBA CHECK FEES - 2024 Funding Account - B2110.10 DATE NAME ZBA FILE# FEE CHECK# DATE SENT TO TCO 10/15/2024 Cambourakis,George *W-7083w:3, $1,250.00 105 10/25/2024 10/21/2024 600 Glenn LLC 7984 $750.00 1036 10/25/2624 10/22/2024 Kassman,Jacqueline 7985 $1,250.00 208 10/25/2024 $3,250.00 RECEIVED OCT 28 m Southold Town Clerk C � Town of Southold P.O Box1179 Southold, NY 11971 * * *RECEIPT * * * Date: 10/28/24 Receipt#: 335735 Quantity Transactions Reference Subtotal 1 ZBA Application Fees 7983 $1,250.00 1 ZBA Application Fees 7984 $750.00 1 ZBA Application Fees 7985 $1,250.00 Total Paid: $3,250.00 Notes: Payment Type Amount Paid By CK#1036 $750.00 600 Glenn LLC CK#208 $1,250.00 Piacquadio, Jacqueline M CK#105 $1,250.00 Studio A/B Architects Southold Town Clerk's Office 53095 Main Road, PO Box 1179 Southold, NY 11971 Name: Piacquadio, Jacqueline M 1045 Tasker Lane Greenport, NY 11944 Clerk ID: JENNIFER Internal ID:7985 /i Fuentes, Kim From: Niki Mangos <nikimangos@icloud.com> - Sent: Thursday,January 30, 2025 11:07 PM To: Fuentes, Kim i� Pn95 Subject: ZBA Public hearing - Feb. 6 Z0A1YA1 1 b OFAPPEALS The following is re: the ZBA Public Hearing on Thursday, Feb. 6 2025 for 200 Cedar Drive (Cambourakis) in East Marion. Please confirm receipt. ----------------------------------------------------------------------------------------------------------------------------- ------------------------------------------------- I'm the owner of 450 Cedar Drive. I share a boundary with the Cambourakis property at 200 Cedar Drive. I'll be retiring to my home in a couple of years and plan to do substantial renovations myself. I've already done substantial and costly landscaping during the last 2 years. I welcome the Cambourakis family as neighbors and find their architectural drawings an appealing improvement to our neighborhood. My concerns: Cedar Drive, at our location, has always flooded with a normal rain. It's a bad drainage area. The Cambourakis lot is currently sloped towards Cedar Drive and certainly contributes to this. Mr. Ariizumi, the Cambourakis project architect, explained to me that he's solved run-off issues with a drainage system on the Cedar Drive side and permeable pavement on the proposed fill area. He described new grading of"at least 1/3 slope across the property line" parallel to our shared border but that "All the rain run-off created by this construction will be captured in the 200 Cedar property." Although he sounded like there'd be no issue, I was left concerned. It's a change in grade with a redirection towards my property. Mr. Ariizumi may be solving a neighborhood problem but possibly making one for me. Our neighbor, Mr Ingui, also an architect, shared concerns with Mr. Ariizumi for all of those affected: himself, myself and Antonini/Agro. For my concerns, Mr. Ingui suggested installing drain the or swale as well as plantings along our shared boundary. Mr. Ariizumi admitted to IVv.-.- .ngui that "on the property line -__jveen 200 and 450 Cedar Drive, the potential run-off from 200 to 450 Cedar Drive might be existing." This contradicts what he told me. Both Mr. Ariizumi and Mr. Cambourakis (a structural engineer) responded to Mr. Ingui with gracious agreement to his proposed solution. I much appreciate that. But, I'm left concerned that this be formalized rather than offered in email. So While they graciously agreed to a solution, I want to actually count on it being implemented. My ask: At his time I do not know what will be presented to the ZBA on February 6 by Mr. Ariizumi. But today is the deadline for submitted this concern to the ZBA. Per a local attorney I consulted, "there are provisions in the Town Code that require applicants to control all stormwater runoff from any construction on their property (Charter 236)." My request is: 1) That solutions for drainage towards'my property by.Mr. Ariizumi. be required by the ZBA and not be optional. 2) That solutioning be monitored during construction for implementation and quality of implementation during inspections. I hope that will be enough, but would ask that any new drainage issues on my property border post-construction be addressed as well. I look forward to any response and will also be attending the Public Hearing at 10:30am Thursday, February 6, 2025. Thank you very much for your consideration. Niki Mangos 917 859-5560 ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. z 1 Westermann, Donna From: Westermann, Donna Sent: Tuesday, December 17, 2024 8:29 AM To: Eric Dantes; Leslie Kanes Weisman; McGivney,Julie; Nicholas Planamento; Patricia Acampora; Robert Lehnert Cc: Fuentes, Kim; Sakarellos, Elizabeth Subject: Cambourakis, George ZBA application*7983 (Feb 6 2025 public hearing) Good morning, We have been informed by the Assessor's office on November 6, 2024 that lots 22.-1-3 and 22.-1-4 are now merged and is now lot 22.-1-4.1. Our records have been changed accordingly,and the agent for this application has been informed as well. Thank you, Donna Aowwa WeStermCly v6 Zow%wg Board of Appeals TDWK,of Southold. T>.o. Box uV-,9 SOIAkold, NY 119YI (631) �2809 1 Westermann, Donna From: Westermann, Donna Sent: Tuesday, December 17, 2024 8:28 AM To: 'hideaki@studioabarchitects.com' Cc: Fuentes, Kim Subject: RE: Camourakis, George-ZBA application#7983 Sorry should be now merged. From:Westermann, Donna Sent:Tuesday, December 17, 2024 8:26 AM To: 'hideaki@studioabarchitects.com' <hideaki@studioabarchitects.com> Cc: Fuentes, Kim<kim.fuentes@town.southold.ny.us> Subject: Camourakis, George-ZBA application#7983 Good morning Mr.Ariizumi, We have been informed by the Assessors office on November 6, 2024 that lots 22.-1-3 and 22.-1-4 are no and is now lot 22.-1-4.1. Our records have been changed accordingly. Thank you, Donna Aowwa Westerma&vw zo&%wg Board of AppeaLs Tow&of soutkoLd southoLd, My 1-197 2 (6�i) �s-igo9 2 A_ ADMIN18TRATOR' SDEED Receive-a' THIS INDENTURE, made as, of this .26th day .of Aorili in the yeat 2024 BETWEEN OCT 15 2024 ' dM DEAN A. CAMBOURAKIS, As Administrator of thJ0E'R9a%@'co ff ft S- CAMBOURAKIS, residing' at 38-11 52110 Street, Sunnyside, New York 11104 party of the first part, and, GEORGE J. CAMBOURAKIS and-MARIA CAMBOURAKI.So residing at 71-61 Douglaston Parkway, Douglaston, New York 1136*2 party of the second part, WITNESSETH, that the party of the first part, in consideration of Ten Dollars ra and other valuable consideration paid by the party of the :second. part, does hereby grant: and release 'Unto the party of the second part, the heirs or successors .and assigns of the party of the second part foreye±,, ALL that certain plot, piece or parcel of land, with the buildings.. and improvements thereon erected, situate., lying and being in -the, SEE ATTACHEDSCHEDUtE A BEING THE. SAME PREMISES having the street address of 200 Cedar Drive AND 300 Cedar Drive, East Marion, New York 11939,,,- BEING THE SAME PREMISES referred by the Register of Suffolk folk County on the Official Map of the Count'y of Suffolk, Town 'of Southold and State of New York as District 1000, Section MAO,, Block 01.00, 0 BEING THE SAME PREMISES conveyed to the Grantor herein purs'lqant to Deed from GEORG8 S. CAMBOURAKIS and DEAN A. CAMBOURAKIS, as the sole heirs at, law of Mary, CaMboutakis a/k/a Maria Cambourokis (who died 9/1212000) dated April 9, 2001 and recorded in the Offico .Qf the Suffolk County Register on June 18, 2003 in Liber D0012256,. Page 712 . The. premises are intended for residential use only. TOGETHER R with :all right, title and interest, if any, of the party of the first part in and to any streets and. roads abutting the P:T S Doc ID: 24024708 R MK .A 02.JUL-24 Tax Maps District $ecton Block Lot School District Receiva4vision Name 1000 02�2M 0100 003000 1000 02200 0100 004000 ORIENT-EAST MARION OCT 1:5 2024 Zoning Board of Appeals July 2, 2624 Received ,above- desc.rib, d premi-s es `to the center lines 'there0f; 'TOGETHER : with the, appurtenances and al'I the- �estate andoet-ft,1024f the party Zoyng HAVE of Appeals 6,t: the first part, in and 'to said pteMigos,;, 0 HAVE ANb: To, hmb the. , hotoin cj±ahted uhtb the party! of the second past,, -the heirs or succ essors. and -,asysigh,:§ of the party of the second Paft forev.e*-t.. AND the party of the first part covenants that the pa:rt,y 'of -the first part I has not, done or' suffered anything, whereby the said premises., have been encumbered in any. way Whatever,, except as, aforesaid'. AND t10 party of the first part., in, tbopl'iaacel with Soctio 1 f 11� 1 11 4 - part, n 4 the Lien. Law,, covenants �_,,h-at the p0rt.y of, the, first part,, will racei'Vb the he consideration. 'for thi!j conveyance and will, hold the right to -receive such consideration as a trust fund' to be applied' first for the purpose -of p,?yl' ng the post. 'of -the improvement-s and_ will apply the he, same first to the payment of the cost of the improvements before using any part of' the total of the same for any other purpose, The word. "party" shall be construed a-s. if it read. ":part es" whenever the, sense of this indenture 'so requires.. MWITNESS WHEREOF, the ,pa-rty, of the first part has duly eXecuted this. deed the day, and year first, abwritten,:written,a I-n PRESENCE OF: CAMBOURAKI S. as, Administrator STATE 'OF NEW 'YORK GOUNTY OF: NEW YORK on, the 26th day of April, 2024 before me the undersign-e4'., per'sonaIly appeared DEAN A. CAMBOL*RAKI;S,,- personally known to me or proved to me on: the basis �of satijsf a.ctory evidence to be, 'the, Inds idu,41 whose name is 8ubsdribdd to the 'within instrument and ac,knowledged to 'me that he executed the Same in his capacity, and that, by his signatures on the instrument, the irfdividva'l :or the P.br8:on upon :behalf' of wh-ich the, ind'i a the _Signature and Office indivi-A11A, taking a6kridwi0guont NMyPubAo,SWft of New.Y.60 No: 3—1-02HA475'W67 4udI*d,Ih,Ne*York C&inty cawww E*M MWO 30 M ° 1 r SCHEDULE A(iDescaption) ,OM-. (LOT 3) 2202mr Received ALL THAT CERTAIN PLOT, PIECE OR PARCEL OF LAND, 'WITH.TIM BUILDINGS AND,IMPRDVB[ENTS OCT1' q(�r�A THEREON ERECTED, SITUATE, LYING AND.BEING at East Marion, Tom of. Southhold,, County 3O 1 J 2024 of Suffolk and State of New York, bounded and described as follawa: BEGINNING at a point on the westerly side of Cedar Drive, distant southerly 165 Zoning, !& and Qil A�°Y�� Ls feet from the the corner formed by the intersection of the southerly side of Aquaview.Avenue and the westerly side of Cedar Drive; RUNNING THENCE South 10 degrees 46,minutes 0 seconds east, along the westerly side' of Cedar Drive, 100 feet, THENCE South 89 degrees 57 minutes 40 seconds west,, and parallel with the 50 foot right of way, 200 feet; THENCE NOrth 10 degrees 46 minutes 0 seconds west, and parallel with Cedar Drive, 104.04 feet to a point on the southerly boundary of land maw or formerly of Charles M. King; THENCE South 75 d_egreea 15 minutes 50 seconds east and along the southerly boundary of the land of Kings 95.84_feet to a point; THENCE North 79 degrees 14 minutes 0 seconds east,, and along the southerly boundary of the land of Bing, 110 feet to the westerly side of Cedar Drive, at the point or' place of BEGINNING. TOGETHER with all of the right, title and interest of the party of the first part of, in and to. a right of way extending from the northerly line of Aquaview'Avenue to Long Inland Sound. LOT 4 ALL THAT CERTAIN PLOT, pIECE.OR PARCEL OF LAND, WITH'THR BUILDINGS AND INPRMANTS THEREON ERECTED, SITDATE, LYING AND BEING at east Marion,_ Torn of•Southhold, county of Suffolk and State of New York, more Particularly bounded end described as follows: BEGINNING at a point on•the westerly side of Cedar Drive distant southerly 265 feet from the corner formed by the intersection of the southerly side of Aquaview Avenue and the westerly side of Cedar Drive; RUNNING THENCE South 10 degree6•46 minutes 00 seconds east 96 feet,; THENCE South 89 degrees 57 minutes 40 seconds west and.parallel with the 50 foot right of way 200 feet THENCE North 10 degrees 46 minutes AO seconds wept and.parallel with Cedar Drive 96 feet more or less to the southwest corner of.the land conveyed by Aquaview.,Realty corporation to Alice S. King by the deed dated July 31, 1959: THENCE North 89 degrees 57 minutea. 40 seconds east 200 feet to the westerly side of Cedar Drive at the point, or place of BEGINNING. SAID PREMISES also known an CEDAR DRIVE, BAST MARION, NEW YORE. District: 1000 Section 011.00, Block 01.00, Lot 003.000 6 004.000 cc Number of. a es__, RECORDED P g. 2024,JAI 11 09:22:0 9 BM - VINCENT'PULEO GLK OF �G�( This.document will be-public � sUFFOLK COUNTY record.-Please remove all 1. oa00132s 62 Soclal'Securl Numbers P 335 Received ty �DTk 23-,35925 prior to,recording: y Deed!'Mortgage Instrument Deed!Mortgage Tax Stamp Recording./Filing Stamps OCT 1':5 2024 3 FEES 'JG ;Mortgage Amt. oning Board of Appeals Page/Filing Fee pS,l 1. Basic Tax Handling 20.;00 2. Additional Tax TP-584 'Sub"Total SpecJAssit. Notation EA-5217(County) •\1_ h Sub Total _ Spec./Add. SA=5211,(State) 1S,0 v TOT.[viTG.TiAX Dual Town Dual.County_ R.P.T.S.A. ,+'1 Held for Appoint nt Comm.of Ed. 5. 00 ^, Transfer Tax ;n, Mansion Tax L �/ Affidavit �'A �. �e-property:covered by ihis,mortgage is Certified Copy `I o will-be improved by a one or two Q U fad ily dwelling only. NYS,Surcharge 15. 00 q-31Sub Total YES or NO' Other Grand Total If NO,see' ropnatetax.clause on pa # f,thistrgenOt� 4 Dist. j 24024708 Jae caCl>1e.' 5 'Com it eservatigqon''aFund Real Pro p.T s, f Consideration Amount$� oC _V .V R A llllill lllllllilllli{11111111 Taz.Serv:ce u:� •"tp� � , g .Agency, CPF'Tax Due VeFification __J Improved atisfaciions/Discharges/Releases List Property Owners Mailing Address 6. RECORD&RETURN,TO,: Vacant Land 14 'PRt Rk�W TD TD - Mail.to:Vincent Puleo Suffolk County Clerk 7. Title"Com an Information 31:0 Centel Drive, Riverhead,NY 11901 Name' www.,suffolkcountyny.gov%lark. Title# Suffolk County Recording & Endorsement Page, This page,forms part of'the attached a made by: (SPECIFY TYPE OF INSTRUMENT). A l J? 9 al�06 t?;vu RA-%?-U The premises herein is situatd&n >A19 �t iin��kalor n� -1}he. C-eF a es°PTeo<oe 5. SUFFOLK COUNTY,NEW YORK. L'omba�c4lSi 9 � ' TO In the TOWN ofc� G 10ORG0- , CA iQ o UQA Y- In the VILLAGEPar�" ' {,/� M PtaZ�A C Ck A!6Cx Q'IA l«s: orAAMLET bf BOXES 6 THRU�8 MUST'.BE TYPED OR PRINTED IN BLACK INK ONLY'PRIOR TO•RECORDING-OR FILING. i:-o,a..ia kk (over) I Received I IIIIIII ilil lllliIII IIIII IIIII IIIII IIIII fllll IIII Ill�oning Board of Appeals i llllill 11 I I l l l l l l l l l l l l l SUFFOLK .CO.UNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DEED Recorded: 07/11/2024 Number of Pages: 5 At: 0.9:22:09 AN Receipt Number : 24-0086173 TRANSFER TAX NUMBER: 23-35926 LIBER: D0001325-5 PAGE: 362 District: Section: Block: Lot: 1000 022 .00 01:0o 0.04 .000 EXAMINED AND CHARGED AS FOLLOWS Deed Amount: $1,125,000.00 Received the Following Fees, For Above Instrument Exempt Exempt Page/Filing $25.00 NO Handling $20.00 NO COE $5.00 NO NYS SRCHG $15.00 NO EA-CTY $5.00 NO -EA-STATE $125.00 NO TP-584 $5.'00 NO Notation '$`0.00. NO Cert.Copies $0 .00 NO RPT $200.00 NO Transfer tax $4,500.00 NO Mansion Tax $11,250.00 NO Comm.Pres $2.3,.125.00 NO Comm.Pres Fund $18,500.0.0 NO, Comm-Housing Fund $4, 625.00 NO Fees Paid $3.9,275:00 TRANSFER TAX NUMBER: .23-35926 THIS PAGE IS APART OF THE INSTRUMENT THIS. IS NOT. A BILL `t1INCENT: PULEO County Clerk, Suffolk County Girt ®CT 1 5 studio a/b architects , qp , �. `;, ; -', ,+. '' ,. ,� .,- ,. s •.,, ,». .`.*�` .. 51 West Main Street » • � +, ' . ,�- �,.. •,_. A..« Riverhead NY 11901 �*` �• - ,. . : .„ , , ' .ror � f •`,1 s i�a, :..� 631 591 2402 + +: t►'. 631 3231426 Y g y I @ tudloabarchitects.com .,,ter '•,� w}. � ', r ., ` :, �,. ,, t- ._..._.., it ^'�, •. .�•.�`:�.-. .,-,,,, � -_ .'-, F :. '* y'a. r.�.t ... w. , Ins s �p mailingaddress: fir'>.: 'W". rr '- ,i. ' 3,'j1 ,. .. ..• y C �,, f. t. P PO Box 444, Orient, Y 11957 ' client: Maria & George Cambourakis 9 site address: Drive, East Marion, NY 11939 V � - 200 Cedar �^. . ;d-' �, ` tel: 718.706.7196 Ext. 101 h ,w.rS , ', . , ',..,�, . ,. . . .,.. ..< r_. ,,. . ,.. ., email: 'c set-n .com s .. 74 > . . _ � �- _ ,�... , ,. ,, ,w,. • �. ,. ,� ` -, «� tax ma #. 1000 - - - ,, 22 01 3 and 4 . ,. .. , .>9m., •' ! ,,,-, ..: ,: ,.a�y;'C sw""' .w,^', ,ybw",'I ti.r 1 ru •+Fr j' .: , ,., Xpyr XR �,,. ....:_ :,*: ..r .., ,, r, .!!Y. .. ,J" '4:'I F, '! ,:.. U. n,:.:,. ,.,.�"'," ..•� ... .. .:h..: � .,....« y tt .... ,�r:,xx4._ 2'v ,. yp> r-i:y ...x,a- ", ..v - .-."+•• --a4}•4 Y ♦.v .iyb:,} _ �'�� ,"Y r > x y « � y , a. Ui y �e q M�, d u III ... ..... _.... .,; :. 1:�.!,t',w..,..A.n t.��t �:-.. .. .,.. v�v�C^`. :{. r•Vl0.L`.._..�.e::MV.ea r.,. .. i6' ,. .4Yi�, sort- l!'�I/��as-_.a t...,.2'. ,..+f4YY6... -.. �„{ ..t..... 1 ,..i V 'l , .. : r4. Mr,. r •�,. 1. VIEW FROM THE SOUTHEAST CORNER OF THE PROPERTY TOWARD WEST 2. VIEW FROM MIDDLE OF THE EAST PROPRERTY LIEN TOWARD WEST 3. VIEW FROM THE EXISTING DECK SOUTHEAST CORNER TWARD SOUTHWEST 4. VIEW FROM THE DECK SOUTHWEST CORNER TOWRAD SOUTHEAST wit a.. u ,. �- ) > .; .: >:: .,:, J . , :_\ •:� �:.� .,es.:. fi ,t� ., ... J J� �,,r:. �, � Ali. , ,. .° : r r !,r :. ,"- 1 � r ,� ' •, ,' �, -, "•, n� !fir yx [+ y 'A f• a. - , L�.. , C I .«.,�. ',.. I'. nti._ v, r,,.,,: �". :.Nt,-. .r I }�r .aT' 1 ♦ yy yy�' r. n. ., a'1¢. :�,: :. .. � , , .. k. ...�. ...-. .. :• �.rV x, ,....: > :) ..,' ....,,vim w '."^ y .�� x.x� h , , a .x ., .. .. YI.^ ,•. ,.:, +. 1 , • r:; � .,,MA, , ..♦.rt,� X" •.':,�19 '1'S` yP^6'I.'w 11 { y a ♦ .:„. , a.. fit' , - - z, y x �� r w; r1�3' tax«•} s'� ,.\_ ,�. : ' .tr _ No Description Date t' : -, .. - r - ^ , .E ram• >. ,;, ^. .. .' .., _ , -.:r : .. .,; ;:. »a . ,... .,•1 ,.,., q t. ..i.. A. qj'. a..s ., .. ..:.a �, r:.. ,. :. .,.x. •.... ... h .• 4' ;.. .ax..,_ ... �^ "'�; >., r ' N, ,.. �k a-. p" ,. ':...,:a Y''... 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'�:•;.. � a ,,_..:' ,,... .... a.:.R.:, . +�t1.� t�.1..4,. lar,!$�•r•.`."'�ak .�:. .. ... _.._,t,er w+K,..a r�:..r_. _ .:.. .. �,�a. �a. .,w�i�s: a � _•.tn.:. !!S _ •-¢.'a ,.au.�R�� :. 5. VIEW FROM THE SOUTHWEST CORNER OF THE DECK TOWARD SOUTH 6. VIEW FROM THE NORTH SIDE OFF THE DECK TOWARD SOUTH 7. VIEW FROM THE MIDDLE OF WEST PROPERTY LINE TOWARD EAST 8. VIEW FROM THE MIDDLE OF SOUTH PROPERTY LINE TOWARD NORTH N ALL PHOTOGRAPHS ARE SHOT ON 8/19/2024 I P�gCtii I I t - 1 tlr 16 5 4 3 ..� — — \ — — — — — PROJECT 7 r_ __- - 2 ' ———— --- Cambourakis Residence I I I L I I Site Photos � I I 1 — — — — Project number 23018 Date 5/17/2024 Drawn by HA a. Checked by GB o n Site Photo Key Plan A . 103 o N 0) Scale As indicated 00 TOWN OF SOUTHOLI' ZONING BOARD OF A i'EALS SOUTHOLD,NEW YORK AFFIDAVIT OF In the Matter of the Application of. POSTING George Cambourakis (Name of Applicants) COUNTY OF SUFFOLK STATE OF NEW YORK h Hideaki Ariizumi residing at Orient New York, being duly sworn, depose and say that; l am the'( ) Owner or,(X) Agent for owner of the subject property On the 13 day of January 2025,,I personally placed the Town's, Official Poster on subject property located at r 200 Cedar Drive East Marion. The poster shall be prominently displayed on the premises facing each public or private street which the property,involved u1 the application or petition abuts, giving notice of the application or petition, the nature of the approval sought thereby and the time,and place-of the public hearing thereon. The sign shall be set,back not more than 10,feett from the property line. The sign shall be displayed fora period of not less,than seven days immediately-preceding the elate of the public .hearing of Feburuary 6, 2025 t(ownd, ent Signature) Sworn t before me this Day of > 20 2) f(im E.Fuentes (Notary Public) Notary Public,State of Newyork Qualified in Suffolk County UC.#01 FU4811709 Commission ires April 30 a i U-9. Postal Service" W ' • M - o CERTIFIED P' u•7: Domestic Only, 'Domestic,Mail Only rP a JI xsa� f ., pp w , Certified Mail Fee a - Certified Mall Fee $4'.8�I �) r e p'' Cl- .y.,l . 957- f ( co $ 4.1 %r( �I ~`a ca Extra Services&Fees(cneckbox addtae$4 p 10 te) 03 Extra Services&Fees(checkbo r,add fee�s�p a te) a__ .d 0 J ❑Return Receipt(hardcopy) $ r", L 4v ,t, O El Receipt(hardcopy) $ —. 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ALERT:WILDFIRES AND EMER,v <ICY EVENTS IN THE LOS ANGELES TRO AREA U.S. MAY ... USPS Tracking® FAQs > Tracking Number: Remove X 958907105270088717105 Copy Add to Informed Delivery (https:Hinformeddelivery.usps.com/) Latest Update Your item was delivered to an individual at the address at 11:13 am on January 17, 2025 in GREAT NECK, NY 11021. m m a m CL Get More Out of USPS Tracking: Cr USPS Tracking Plus® Delivered Delivered, Left with Individual GREAT NECK, NY 11021 January 17, 2025, 11:13 am See All Tracking History COMPLETE •N COMPLETE THIS SECTIONON DELIVERY What Do USPS Tracking i 0 Complete items 1,2,and 3. A Sign i ■ Print your name and address on the reverse ❑Agent so that we can return the card to you. ❑Addressee ■ Attach this card to the back of the mailpiece, eceive b /S C. Date of Delivery Text & Email Update: or on the front if space permits. T 1. Article Addressed to: D. Is d I'v ry dress different 1? 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Article NUnlbe�(fitrisfertroin sed(viGe labeQ i i El❑n'sared M ielivei IResticted Deliveryi Restricted Delivery 1 1 I I I 11 I ! 11 I i ❑Insured Mail Restricted Delivery Track Another Package cover$soo> PS Form 3811,July 2020 PSN 7530-02-000-9053 Domestic Return-Receipt-, https://tools.uses.com/go/TrackConfirmAction?tRef=fullpage&tLc=2&text28777=&tLabels=9589071052700887171050%2C 1/2 1/30/25,2:03 PM USPS.com®-USPS Tracking®Results ALERT WILDFIRES AND EMER'� ,'ICY EVENTS IN THE LOS ANGELES- `TRO AREA U.S. MAY ... USPS Tracking® FAQs > Tracking Number: �((�,�I ;I Remove X 9589071052700887171074 Copy Add to Informed Delivery (https:Hinformeddelivery.usps.com/) Latest Update Your item was picked up at the post office at 3:45 pm on January 21, 2025 in GREENPORT, NY 11944. Get More Out of USPS Tracking: a USPS Tracking Plus® 0 Delivered Delivered, Individual Picked Up at Post Office GREENPORT, NY 11944 January 21, 2025, 3:45 pm See All Tracking History What Do USPS Tracking Statuses Mean? 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USPS Tracking' FAQs > - cis 3 Tracking Number: Remove X 9589071052700887171098 Copy Add to Informed Delivery (https://informeddelivery.usps.com/) Latest Update This is a reminder to arrange for redelivery of your item or your item will be returned to sender. m Get More Out of USPS Tracking: a USPS Tracking Plus® v Delivery Attempt 10 Reminder to Schedule Redelivery of your item January 27, 2025 Notice Left(No Authorized Recipient Available) FRESH MEADOWS, NY 11365 January 21, 2025, 10:51 am r COMPLETE •N COMPLETE THIS SECTIONON DELIVERY USPS in possession of iteri ■ Complete items,1;2;:a`°3 A, Si n tore ■ Print your name and address on the reverse ❑Agent ORIENT, NY 11957 so that we can return the card to you. ddressee, January 15, 2025, 10:40 am ■ Attach this card to the back of the mailpiece, ec ived by(Pri te�Nam� C. ate of Delivery j or on the front if space permits. �r1L1L / 1 1. 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Article Ntimberi(transfer from'ser v/ce label) I I 11 iq Collect on Delivery Restrlcteit I tl D'eI er i I nc ad Delivery 6 J0 Insured Mail ❑Insured Mall Restricted Delivery v (� over$SOD) PS Form 3811,July 2020 PSN 7530-02-000-9053 116gbrYiestfe aetutii!RecEtiptJ 1/2 https://tools.usps.com/go/TrackConfirmAction?tRef=fullpageStLc=2&tex 28777=&tLabels=9589071052700 887171098%2t �� 1/30/25,2:04 PM USPS.com®-USPS Tracking®Results ALERT:WILDFIRES AND EMER3rACY EVENTS IN THE LOS ANGELES 1-•TRO AREA U.S. MAY ... USPS Tracking FAQs > T Tracking Number: -nfut- Remove X 9589071052700887171067 Copy Add to Informed Delivery(https://informeddelivery.usps.com/) Latest Update Your item was delivered to an individual at the address at 2:37 pm on January 21, 2025 in BROOKLYN, NY 11231. cu m a Get More Out of USPS Tracking: sy n USPS Tracking Plus° 'c Delivered Delivered, Left with Individual BROOKLYN, NY 11231 January 21, 2025, 2:37 pm See All Tracking History ,., COMPLETE ;t- •N COMPLETE THIS SECTIONON DELIVERY What Do USPS Tracking ■ Complete items 1,2,and 3. A. Signature 1 ■ Print your name and address on the reverse X 0 Agent so that we can return the card to you: ❑Addressee Text & Email Update Attach this card to the back of the mailpiece, B. Received by(Printed Name) C. Date of Delivery or on the front if space permits. 1. Article Addressed to: "b D. 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Article Numbdr(TrMsfer frori)§eryice jabel) i ,a; ;, i7 InsuiecJ Mail E i. .,i E i ❑Insured Mail Restricted Delivery Track Another Package cover35ooj PS Form 3811,July 2020 PSN 7530-02-000-9053 Domestic Return Receipt https://tools.usps.com/go/TrackConfirmActi6n?tRef=fullpage&tLc=2&text28777=&tLabels=9589071062700887171067%2C 1/2 1/30/25,2:04 PM USPS.com®-USPS Tracking®Res-!+�, ALERT WILDFIRES AND EMERiuit�VCY EVENTS IN THE LOS ANGELES ..._TRO AREA U.S. MAY ... USPS Tracking' FAQs > Remove X Tracking Number: A" 9589071052700887171043 Copy Add to Informed Delivery(https:Hinformeddelivery.usps.com/) Latest Update Your item was delivered to an individual at the address at 3:22 pm on January 21, 2025 in BROOKLYN, NY 11215. m m cu a Get More Out of USPS Tracking: 6 v n USPS Tracking Plus® 77 Delivered Delivered, Left with Individual BROOKLYN, NY 11215 January 21, 2025, 3:22 pm See All Tracking History What Do USPS Tracking Statuses Mean? (https://faq.usps.com/s/article/Where-is-my-package) Text & Email Updates u USPS Tracking Plus@ u Product Information u See Less n Track Another Package https://tools.usps.com/go/TrackConfirmAction?tRef=fullpage&tLc=2&text28777=&tLabels=9589071052700887171043%2C 1/2 1130125,2:05 PM - USPS.com@-USPS Tracking@ Res��,�- ALERT.WILDFIRES AND EMERGENCY EVENTS IN THE LOS ANGELES .:.---TRO AREA U.S. MAY ... USPS Tracking® FAQs > Tracking Number: � Remove X 958907105270088717108 Copy Add to Informed Delivery(https:Hinformeddelivery.usps.com/) Information Available Soon USPS doesn't yet have a status update on this item shipped from the Post Office. Information is usually updated within the hour of your visit. Please check back soon. m co m n. Track Another Package aCri Enter tracking or barcode numbers Need More Help? Contact USPS Tracking support for further assistance. FAQs https://tools.usps.com/gorrrackConfirmAction?tRef=fullpage&tLc=2&text28777=&tLabels=9589071052700887171081%2C 1/1 " lLlf � F+�IJlitd��1:7 TOWN OF SOUTHOLD C- ZONING BOARD OF APPEALS Appeal No. t SOUTHOLD, NEW YORK AFFIDAVIT OF In the Matter of the Application of MAILINGS George Cambourakis (Name of Applicant/Owner) 200 Cedar Drive, East Marion SCTM No. 1000- 22 - 1 - 4.1 (Address of Property) (Section, Block'&Lot) COUNTY OF SUFFOLK STATE OF NEW YORK 1, ( ):Owner, (X ) Agent Hideaki Ariizumi residing at Orient New York, being duly sworn, deposes and says that: On the 15 -day of January , 20 05, I personally mailed at the United States Post Office in Orient ,New York,by CERTIFIED MAIL, RETURN RECEIPT REQUESTED, a:true copy of the attached Legal Notice in Prepaid envelopes addressed to current property owners shown on the current assessment roll Verified from the official records on-..file with the(X)Assessors, or( ) County Real Property Office, for every property which abuts and is across a public or private street, or vehicular right-of-way of record, surrounding the applicant's property. x a- (Sgnat e) Sworn to before me this / Kim E.Fuentes J_day of` ' AvA, 202) Notary Public,State of New York Qualified in Suffolk County LIC.#01 FU4811709 . Notary Pubs c) Commission Expires April 30 00,S° PLEASE list on the back of this Affidavit or on a sheet of paper,the lot numbers next to the owner names and addresses for which notices were mailed. All original USPS receipts and mailing confirmations to be submitted to the ZBA Office along with. this form completed, signed and notarized. S' .S .5 1: AM •�� ,,.p�-^_-��rs aL=`ate'- ,f ,. _ „�.q LEGAL NOTICE SC IOLD TOWN ZONING BOARD OF APPEALS 4 THURSDAY, FEBRUARY 6, 2025 at 10:00 AM PUBLIC HEARINGS ' NOTICE IS HEREBY GIVEN, pursuant to Section 267 of the Town Law and Town Code Chapter 280(Zoning),Town of Southold,the following public hearing will be held by the SOUTHOLD TOWN ZONING BOARD OF APPEALS at the Town Hall,53095 Main Road, Southold, New York 1 1 971-0959,on THURSDAY, FEBRUARY 6, 2025: The public may ALSO have access to view, listen and make comment during the PUBLIC HEARING as it is happening via ZOOM WEBINAR. Details about how to tune in and make comments during the PUBLIC HEARING are on the Town's website agenda for this meeting which may be viewed at http://southoldtownny.gov/agendacenter. Additionally,there will be a link to the Zoom Webinar meeting at http://southoldtownny.gov/calendar.aspx. 10:00 A.M. -LINDA FRANKENBACH#7980-Request for Variances from Article XXIII,Section 280-124 and the Building Inspector's September 24,2024 Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling; 1)located less than the code required minimum front yard setback of 35 feet;2)located less than the code required minimum rear yard setback of 35 feet; located at: 3140 Minnehaha Blvd, (Adj.to Corey Creek)Southold,NY. SCTM No. 1000-87-3-40. 10:10 A.M.-STEFANIA AND MICHAEL BOPP#7981 -Request for Variances from Article XXIII, Section 280-124; and the Building Inspector's September 27,2024 Notice of Disapproval based on an application for a permit to construct a porch addition attached to an existing single family dwelling;at 1)construction located less than the code required minimum primary front yard setback of 35 feet;2)existing accessory swimming pool located in area other than the code required rear yard; located at: 16615 New Suffolk Avenue, New Suffolk, NY. SCTM No. 1000- 117-8-2. 10:20 A.M.-GAL AND NOGA OHAYON#7982-Request for Variances from Article III, Section 280-15;Article XXIII,Section 280-124; and the Building Inspector's July 2,2024 Notice of Disapproval based on an application for a permit to Amend the current construction of an accessory garage and to construct a covered front porch attached to a single family dwelling;at 1)accessory garage located in area other than the code required rear yard; 2)construction located less than the code required minimum front yard setback of 35 feet;3)more than the code permitted maximum lot coverage of 20%;located at:745 Gagens Landing Road,Southold, NY. SCTM No. 1000- 70-10-32. 10:30 A.M.-GEORGE CAMBOURAKIS f7383s-Request for Variances from Article III, Section 280-15 and the Building Inspector's September 26, 2024 Notice of Disapproval based on an application for a permit to construct an in-ground swimming pool and an accessory pool house/cabana;at 1)swimming pool located in other than the code permitted rear yard;2)pool house located in other than the code permitted rear yard; located at:200 Cedar Drive, East Marion, NY. SCTM No. 1000-22-1-4.1. 10:40 A.M.-600 GLENN ROAD/DAMES ROBERTS, MEMBER#7984-Request for a Variance from Article IV, Section 280-18 and the Building Inspector's September 23,2024 Notice of Disapproval based on an application for a permit to construct a roof deck with the associated guard railing attached to a single family dwelling;at 1)more than the code permitted maximum height of 25 feet for a flat roof;located at:600 Glenn Road, (Adj.to West Creek) Southold NY. SCTM No. 1000-78-2-24. 10:50 A.M.-JACQUELINE KASSMAN#7985-Request for Variances from Article XXIII,Section 280-124;Article XXXVI,Section 280-207; and the Building Inspector's August 16,2024,Amended September 3,2024 Notice of Disapproval based on an application for a permit to demolish an existing accessory structure and to construct a new single family dwelling, an accessory garage and an accessory in-ground swimming pool; at 1)more than the code permitted maximum lot coverage of 20%;2)gross floor area exceeding permitted maximum square footage for lot containing up to 20,000 square feet in area; located at: 155 Tall Wood Lane, Mattituck, NY. SCTM No. 1000-113-7-13. 11:00 A.M.-JOELLEN CORTAPASSO#7987-Request for a Variance from Article'lll,Section 280-15;and the Building Inspector's October 8,2024 Notice of Disapproval based on an application for a permit to construct an in- ground swimming pool;at 1)located in an area other than the code required rear yard; located at:4830 Peconic Bay Boulevard, Laurel, NY. SCTM No. 1000-128-4-13 1:00 P.M.-JAMES CLOUS#7990-Request for a Variance from Article XXXVI, Section 280-207 and the Building Inspector's November 6, 2024 Notice of Disapproval based on an application for a permit to demolish an existing single family dwelling and construct a new two story single family dwelling;at 1)gross floor area exceeding permitted maximum square footage for lot containing up to 20,000 square feet in area; located at:3805 Bay Shore Road,Greenport, NY. SCTM No. 1000-53-6-18. f The Board of Appeals will hear all persons or their representatives,desiring to be heard at each hearing,and/or desiring to submit written statements before the conclusion of each hearing. Each hearing will not start earlier than designated above. Files are available for review on The Town's Weblink/Laserfiche under Zoning Board of Appeals (ZBA)\Board Actions\Pending. Click Link: http://24.38.28.228/W eb Li n k/B rowse.as px?id=935072&d bi d=0&repo=TownOfSouthold Please note the date to submit written comments to this office will be the Friday prior to the public hearing. After that, no documents will be accepted by the ZBA office, but only can be submitted to the Board Members during the public hearing. If you have questions, please telephone our office at(631)765-1809,or by email: kimf@southoldtownny.gov. Dated: January 23,2025 ZONING BOARD OF APPEALS; LESLIE KANES WEISMAN, CHAIRPERSON By: Kim E.Fuentes 54375 Main Road(Office Location), P.O. Box 1179,Southold, NY 11971-0959 a91 ecd61 ietiiif@southoldtownny.gov AFFIDAVIT OF PUBLICATION The Suffolk Times State of New York, County of,Suffolk County, The undersigned is the authorized designee of The Suffolk Times,a Weekly Newspaper published in Suffolk County, New York.I certify that the public notice,a printed copy of which is attached hereto,was printed and published in this newspaper on the following dates: 01/30/2025 This newspaper has been designated by the County Clerk of Suffolk County,as a newspaper of record in this county, and as such,is eligible to publish such notices. Signature Christina Henke Rea Printed Name Subscribed and sworn to before me, This 10 day of February 2025 Digitally signed DOUGLASWREA by doug las w rea Notary Public•State of New York Date: 2025.02.10 NO,01RE6398443 15:45:29 +00:00 Qualified in Albany County My Commission Expires Sep 30,2027 BOARD MEMBERS ��OF SOUjyD Southold Town Hall Leslie Kanes Weisman, Chairperson 53095 Main Road -P.O. Box 1179 .� .� Southold,NY 11971-0959 Patricia Acampora T T Office Location: Eric Dantes �pQ Town Annex/First Floor, Robert Lehnert,Jr. OI,,•C�� \, 54375 Main Road(at Youngs Avenue) Nicholas Planamento Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631)765-1809 LEGAL NOTICE SOUTHOLD TOWN ZONING BOARD OF APPEALS THURSDAY, FEBRUARY 6, 2025 at 10:00 AM PUBLIC HEARINGS NOTICE IS HEREBY GIVEN, pursuant to Section 267 of the Town Law and Town Code Chapter 280 (Zoning), Town of Southold, the following public hearing will be held by the SOUTHOLD TOWN ZONING BOARD OF APPEALS at the Town Hall, 53095 Main Road, Southold, New York 11971-0959, on THURSDAY. FEBRUARY 6. 2025: The public may ALSO have access to view, listen and make comment during the PUBLIC HEARING as it is happening via ZOOM WEBINAR. There will be a link to the Zoom Webinar meeting at http://southoldtownny.gov/calendar.asi)x. 10:30 A.M. - GEORGE CAMBOURAKIS #7983 Request for Variances from Article III, Section 280-15 and the Building Inspector's September 26, 2024 Notice of Disapproval based on an application for a permit to construct an in-ground swimming pool and an accessory pool house/cabana; at 1) swimming pool located in other than the code permitted rear yard; 2) pool house located in other than the code permitted rear yard; located at: 200 Cedar Drive, East Marion, NY. SCTM No. 1000-22-1-4.1 The Board of Appeals will hear all persons or their representatives, desiring to be heard at each hearing, and/or desiring to submit written statements before the conclusion of each hearing. Each hearing will not start earlier than designated above. Files are available for review on The Town's Weblink/Laserfiche under Zoning Board of Appeals (ZBA)\Board Actions\Pending. Link: http://24.38.28.228:2040/weblink/Browse.aspx?dbid=0. If you have questions, please telephone our office at(631)765-1809,or by email: kimf@southoldtownny.gov. Dated: January 23, 2025 ZONING BOARD OF APPEALS LESLIE KANES WEISMAN, CHAIRPERSON By: Kim E. Fuentes 54375 Main Road (Office Location) 53095 Main Road (Mailing/LISPS) P.O. Box 1179 Southold, NY 11971-0959 Town Hall Annex, 54375 NYS Route 25 Gy P.O.Box 1179 y Southold,New York 11971-0959 Z ®y� Fax(631)765-9064 ZONING BOARD OF APPEALS DATE: January 6, 2025 `+, , IiNSIT4 UOUNTOWIeTfS FiOR PLUMB H�EARIiN; Dear Applicant; The February 6, 2025 Zoning Board of Appeals Regular Meeting will be held BOTH in person in the Town Hall Meeting Room at 53095 Main Road, Southold AND via video conferencing (Zoom Webinar), and a transcript will be provided at a later date. The public will have an opportunity to see and hear the meeting live, and make comments. Below, please see instructions required to prepare for the ZBA public hearing which includes: PLEASE READ CAREFULLY. 1. Yellow sign to post on your property a minimum of seven(7)days prior to your hearing,to be placed not more than 10 feet from the front property line (within your property)bordering the street. If you border more than one street or roadway, an extra sign is supplied for posting on both street frontages. Posting should be done no later than January 30, 2025. To avoid weather damage to your sign please affix it to a sturdy surface such as Plywood. If your sign is damaged please call the office and we will Provide you with another one. Prior to your public hearing, members of the Board of Appeals will each conduct a personal inspection of your property.If a Board member reports that there is no signage visibly on display as required by law,your scheduled hearing will be adjourned to a later date to ensure compliance with Chapter 55-1 (B) 1 of the Town Code. 2. SC Tax Map with property numbers. 3. Legal Notice of in person meeting,as well as video conferencing. Instructions for participation will follow, and will be posted on the Town's Website under the meeting date, and the Legal Notice section of Suffolk Times Newspaper. 4. Affidavits of Mailings and Posting to be completed by you, notarized, and returned to our office along with the mailing receipts and green cards by January 30,2025,verifying that you have properly mailed and posted. Please attach a photograph of the posting on your Property with your affidavit of posting. 5. Instructions for Laserfiche/Weblink to view application. MAILING INSTRUCTIONS: Please send by f ed Mail Return Rec I . the following documents to all owners of property (tax map with property numbers enclosed) vacant or improved, which abuts and any property which is across from any public or private street. We i Instructions for ZBA Public Hearing Page 2 ask that you send your mailings promptly so that if any piece is undeliverable, you can reach out to your neighbors to request their mailing addresses,and re=mail. Mailing to be done by January 21,2025. a. Legal Notice informing interested parties of meeting being conducted IN PERSON and via video conferencing. (Enclosed) A WEBLINK to the meeting will be provided on the Town's Website under the date of the meeting. b. Your Cover Letter which should include your contact information, date and time of hearing, procedures for submitting written comment via email or USPS to our office. Recipients should be able to contact you for additional information. Furthermore, if recipients need to contact the ZBA staff,they may telephone 631-765-1809 or email us at kimf@southoldtownny.gov or elizabeth.sakarellos@town.southold.Liy.us c. Instructions for Laserfiche/Weblink to view all pending applications. (Enclosed) Link to view pending applications: http://24.38.28.228:2040/weblink/Browse.aspx?dbid=0. d. Survey or Site Plan depicting "as-built" and proposed improvements requiring ZBA relief. The Town's Laserfiche/Weblink files provides both location addresses and mailing addresses in their current Assessment Roll listing. (See Link Below). Also,the Town Assessor's Office can be reached at 631-765-1937. Contact us via email or by phone if you need further assistance. TownOfSouthold>Assessors;>Assessment Books/Tax Rolls:>? https://southoldtownny.gov/DocumentCenter/View/10528/2024-FinalAssessRolI IMPORTANT INSTRUCTIONS.: Sca.h_and7 emaiFthe LISPS mailing receipts, green signature cards and affidavits to kfmfnasoutholdtownny.Lyov,and "PROMPTLY USPS MAIL**'=the ORIGINALS to the Tow r.of Southold,_ZBA,.P.O: Box 1179, Southold,NY 1197I: Please note that without your mailing receipts, the ZBA will be prevented from conducting your hearing,pursuant to Chapter SS of the Southold Town Code and New York State Law. Please note that you or your representative are required to attend. If you or your representative are not present, the hearing will be adjourned to the next available hearing date. Please be reminded that New York State Law requires the ZBA to follow the above specific policies. If for any reason,you are unable to prepare for your public hearing as instructed, please let us know. LEASE I�T;O�TE*n* : TH+E LAST Y TO S'11 M+IT VRITTE�N D®CU+M+ENTS TO THI FFICE FOR TH+ BO + M+E�M+BE�RS WIpLL BE TrH+E F + AY PR�IOO R T© Tr ++ PU!B'I,I oEAR�ING. AFTER T, 1�T® D®C`� +ENTFS WILI. BE AW Er TE,D BY THE OF'F�ICE BU AN BE SUiB1VI+IrT�TE�D TO THE Kim E. Fuentes—Board Assistant La'serfiche Instructions for Zoning Board of Appeals Records awt z vi i�itin wcc Fill :: xf 7s e ,p; t%t t `� ,�, '�,d. fiw.r» '' �� f Ascnd+t+��x�-"�'�`Gaste•.,� Ontlnc;FayrtKnp %,i" 9 FarAm ...:�49Ptg"� '' Above: Homepage, Click on Link"Town Records"Weblink/Laserfiche Laserfiche YJeoL.nk "�'' 'O•a - ..me Browse :earn 7ownOfSuurhold TownOfSouthold 'N Page[swot rrnyixe n.nx Town Clerk Entry Propemes T.—iiSt-4n Path rr�;txs ,;Zoning Board cf apoezls(ZoAI Creation date .._ Page of: "rvt n - 29 Entries Last modified Metadate Above: -The second of two pages you will find "Zoning Board of Appeals(ZBA)" in the list of Town of Southold Departments. Click the Zoning Board of Appeals (ZBA)folder/link. Laserfiche Instructions ZBA Files Page 2 Laserfiche Wentank vha71 •.r;;;co�_.r; cM.a eg:�.ut Home Browse Search m, .:.(f. -Zon10g Board of Appeals QBA) Zoning Board of Appeals rLama Page count rernplale.name (ZBA) AIP111" lIndex Entry Prhperves .anard.Acdons 41 Laserfiche Search Guides Path Meetng Schedules onr:Gutr:!I_t'v'e".I,^,aeJr: of Aprm Is iZBA) MinUteWAgend3S/Lc9al Noilcez7Neanngs Creation date Pending 127.! ...9cparts Last anodFled Spedal Event PermAs j Tralnmg aequvements_'BA 0,IIna5 : Meladale _ZBA PolioeS r10'�^uSfiaS::1 sm1^rl -,uceotlons List Code 290-1GC;31 Jurisdiction Listing ZBA Book of Mapped 1977 Existing Lots !S9 -du vnuh: g Agreements.Con tracts ceases ' xrMnmM/pap:mexaL:rs2' _ Bulk Schedules __.- _ •a Mmes Paea I of t Above: Listed are types of records under ZBA Folder. ZBA Decisions can be found under Board Actions. Click on "Board Actions"folder to open. Laserfiche Wehl.,nk •' w� r 4^ N ^I Home Browse Searrn .'nC^;n.r.^.:• .'•cc_,k goats Actions Name punt trmolate nama ^ Board Actions :957.1979 Fndv P•np?rt'rs 1950-1999 Path 2000 �,::pc•...,'.'CAS?C-�y'.5::t.. 200, Creation date 2002 2003 Last modified 2C04 2005 c Metadara -•2C06 ..,n:eadara a5�..ned - 20n7 2008 _009 _....................._......_....... -2010 a ae vw :012 2013 2014 -:o1s 2016 —2017 PgrMing .w,.•alt.^..ne:>m:hennh u+v.+eaz'Jce:_ o•,u •,(I ^.__._.__ Above: Board Actions are listed by year. Click folder to open. All Special Exception applications that require Coordinated SEQRA Analysis are stored in "Pending". Laserfiche instructions ZBA Files Page 3 2017 E I' 7 S' C,IWn WEe lass mWifi.d —d sa M ..d Above: See listed File Numbers. Click on file you are searching. cashel Above: In addition searching by file no. You can also use the above search tool by typing the name or title of the applicant. 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Notices/Hearings 1957-1979 A Entry Properties 1980.1999 2000 2009 Path Z01a TavnOfiatnc�!dtZOnn>,v 30ar•! .. jZLLL:7AInUtes/,'�y+enodYLP.g3i _20!, 7':.1;CC.;F1t'arint�:s creation date 2013 Last modified 2015 '0!6 Metddard _;20-7 fto mecodata a::vned Page of 1 t!Enb Above: Also, Minutes,Agendas, and Hearing Transcripts can be viewed. Laserfiche Web Link Home Browse Search -ownCf»u[n0�d-Zar•u••:Sear.:,r anneal,Z9a1>m!n;,trs:-grnd,s1!?RaI%oncevhrar rigs 2017 2017 0f7 Name Dage cower Template name Z3A-01 05201? "entry Properties Z3A.01:0i'201'=gentla 1 Path -y 01;05. =eanng 40 „:;eeei•.- -ZB.a-01;05:201 _N 3 23.A.0109-31;.agenda - Creation dace Last modified Z3AOL'0L'Zo1]agenda �. -3:z'+.:-z%i ZBA-02;02!ZOI Heanng 15 2 Metatlara Z3:A-02;02:'301'_N Z3A 02;!61201'Agenda 3 ZBA-02%tbf201]iPeoai 3 r.e�re a 8awes Z3A-03%02n 7 017 �MheaMlVpaP-smearvUses2 s Z9.1-03%022017.agenda i m23A-03/022017 gearing 65 ZBA-031:02:201]_N 3 e 23A-03%16/2017.agenda Z3.a.03%t 6:20'7 Specal a ZBA-0a 0b!2017 z Z3A-Oa1062017 Agenda 'r Z3,%.-G'06•'2017-�eanng 45 Above: Agendas, Minutes and Transcripts are in chronological order. The following application will be heard by the Southold Town Board of Appeals at Town Hall, 53095 Main Road, Southold The application will ALSO be available VIA ZOOM WEBINAR - Follow pink - httpo.//Southoldtownny.g 'ov/calendar.aspx NAME : CAMBOURAKIS , G . #7983 SCTM #m. 1 000-22- 1 -4 . 1 VARIANCE: LOCATION 1,,,-'kEQUESTEN CONSTRUCT ING-ROUND SWIMMING POOL AND ACCESSORY POOL HOUSE/CABANA ATE : THURS. , FEB. 61 2025 10:30 AM You may review the file(s) on the town's website under Town Records/Weblink: ?BA/ Board Actions/ Pending, ZBA Office telephone (631 ) 765-1809 BOARD MEMBERS ��0v so yo Southold Town Hall Leslie Kanes Weisman, Chairperson ,`O l0 53095 Main Road•P.O. Box 1179 Patricia Acampora Southold,NY 11971-0959 Robert Lehnert,Jr. Office Location: Nicholas Planamento G,'�c► • iQ Town Annex/First Floor Margaret Steinbugler COUN ry�� 54375 Main Road(at Youngs Avenue) Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS February 25,2025 TOWN OF SOUTHOLD Hideaki Ariizumi Tel. (631) 765-1809 AMP Architecture P.O. Box 152 Mattituck,NY 11952 Re: ZBA Application#7983, Cambourakis 200 Cedar Drive,East Marion SCTM No. 1000-22-1-3 &4 Dear Mr. Ariizumi; Transmitted for your records are copies of the Board's February 20, 2025 Findings, Deliberations and Determination, the originals of which were filed with the Town Clerk. Before commencing any construction activities, a building permit is necessary. Please be sure to submit an application along with a copy of the attached determination to the Building Department. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one(1)year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy, nullify the approved variance relief, and require a new variance application with public hearing before the Board of Appeals If you have any questions, please call the office. 1 Sincerel , Kim E. Fuentes Board Assistant Encl. cc: Building Department 1 Y SUTRVEY OF PROVERTYw SITUATED AT ��►F Mt xIJ .rk- TOWN OF SOUTHO.LD SUFFOLK COUNTY., NEW YORE S.C. TAX. No. 1000 -- -'01 --- 10 - �-- 1 - 014 f I 4 1° FEBRUARY +6* 2,001 ! 9 E � co " r 76• ' kVTtt0ujU KAf?rR 50 mri " �` ��„'' � .,...._ y. *° ,W pis. •'rT' {'�'r„�tN� w� r � c "'"— '� '—"' �,' �•# +' �r Oe r i u .At a' +�� .•s+i � 'i : .1} } � 1 � �- , �" u ` •f y.f � "rS.S ww+.•_ '°"�- y�..� 'i k it iCAt t SW[ A' X� Non Y1 'M9 0_� 0 1 y 3 dY" .rr.A'� ✓ .� ; � � 44 ' t � i .y, �sFS:..ut 'f' � * } � � .i � '.> � Y 3 h� � �r' x„r'" ,•+ ��, a,�� }r � y, � + � � � 4T k4 i l '"i k! F 5� ° � •> �'' . ,r '` 11 N.W' t * "�� 5 i x 1 � l y w � i !, i Y d ; 1 �7 �'"Ii..l �' j ' J► �i ;.. }' Ay !, tr t. i ' � +' '� t � �. i � �• � i t2 s� � �, i �'! f ' t a 2C �F 4 � p '. N l8'5'57 A w .E % t j mf -; % i ► �"" Y r.�^ ''�^� � } � t �^' 1 "� t o ��i+ 1'�+'hu'..'d 4 t �•+ _ �,,.�.o�y.l a' r � '1 i r j L� � '1 �' * � f ii Gt 'a i� �'. ,,. � `r � � -•tee„y ,�,a,�aa�' a''T ,,;• ��•;, :}f + ,� 70 y i� � ( ?r 4 �i d . � � —'' • .... ,.. ..,.._. ....,,y.- °- - .._._. .:--. ..., NF.£+� ;aft"^ � �5 j � ',�' *'rt n ''k., n - {, w.rq ,.� ,� -,,:srL��' ,3'�,..* ..•«a y.,..- ,R * r � 4 � i '* :� yr, �7� '+ } *� �+`,.,?�`�•i°"� '+L`��rs°f'�'t � YF�r�+• '. 'r .. �'r� 6 any t s� +- tt° ik �� „s^w..•:� C� .+�+ Sd4 '% 1,. '1 � y1$ * �` i � '�1� ,rl",w'*_..✓"—o'er' aN".,,` ��%ay, � � s` t �� : �• -} 7 ,psi � {• � ye � � ,y' � y' 0. ,� �� it �, �_ t .s' i. d � #, AMA �t+ r.�,a— .. "--` ......, n. ... .r...r a.�-'..y.,,•, ,,,,a,.,. M + i f 0 + wr >ies � err. ,_,. ..� _� r � u � � ° �'� k �, � .�-� "-_*-� m �` �,, � ^►°� 00 I $ i i + r e � � t � i. !� :�• Si wY. r i' i 4 � �• + + 7 1k 11" k, U41 as + ado TITLE No* LT 424394 'S �1 � 4 C) NO T tt►�L*iF+ t�IZC� �T wt.tl!r + l i ELEVATIONS ARE .dRC�E�' M�ED TO ,N,fi'a,�.b. ��29 6.�a f U�1' }S1 TICtS,3Mb! 4 i,5 h at]tM�+T' Oil ` +.�lICs14 7�"B@iy`. NrYi' ,5s'x'• Josepht �9i"W+,40 FAV EXISTING ELEVATIONS ARE SHOWN THU.Sz .0 .� I EXISTING, CONTOUR U'4ES ARE SHOWN 'THUS Land y'-4 � s►raa' rec�� 5 � a a`�;, # st ;e � � str,:1,'WKs:' � CU9x�99ERFL"' Tt. ft, A, w;►x I 40,1#f, VILY' 'f'RC ++rP 'i f.�+2 iC3idP 1 �i>,Pt'%+fY t.$'sYW-t�a -� t i�d.'+yt Ltd 1°c1*€ — seT�;r t',�n � +E = t. , 0 . ", "AL L A0 x+t, i'd. 4 '�iE 'M Tr1E JaG9+GKrS of r 7— Fix S 1 irr-127—""�� -um** .sgur~, nova oft,' TKk%sr wsm M5 LOCATO o f :i AMRESS R" NOF�E. �l'� ►(E . P,D, 6rir ; .r S EXI'S!t'NtE Of'M7M Or WAY V.1rk 10101 ph*ur*044, Krvr 'fork f}n1—( 'a ARyQ ♦{#�rqtF E�iy�tuyt� `fg��tf�1}4y�r��gRff�ipyif k s en,ww..�.+nneew+�+rne�.+,,...�..w..•.n,�+.^,.�.�+r.:. ,rY.wr.-.+....r.rr.y..-n^r�^•r.r�u....n.+�+.Aptly I9Vt a7�"'3er•'t+C� P.49{. R'Giai W�l•�F4.rn."KF4.' .s . •-�•erwwMlv..e.+�Aw:w.-T'nswRsww�.+�n`: ---"—w.w..�.�+ne..a�+ra�.��Vew�w—�,zuuo+.w�fuaww~n�`. - �+�+,amme. Revisions 01-13-97 04-01.97 06-05-97 08-19-97 ,2-24-97 N 352,582 .. . 01-15-98 01-22-98 04-21.98 03-13-00 _ - _- 09-0S_00 11-09-00 05-21-02 - 07-08-03 - - - - - 03-18-04 10-27-04 Ds-29-05 LONG 01-29-14 1D-07-15 - ij .v— — .nx_7 07-18-16 • 1 / �� 11-04-16 12-18-23 _ise \, � � �:�3 ;\4 \\5 6 `T s�`�lb• T-T_ ..�.� QO. '\ 29 Z�a�yt ) I m.,,` p. RD F.D.26 \ 9 1 am (SD7 y \ 3p4. 4.0A ( % it 1 '1 IJ_____•s {.°\: `" ey 2g8�11 s \ \ �\ 7 ts.12 \�'�\ 2.6A 1 � $ ,a O• �2 s9 cl 1813 X 5 \9�q3,Pi .a+ , �`•15 8. \ 21 409P \ \may 18 2.� ra &Eo AD 23 \ , '+'' 81V0`a- �` 13 \o.O,� $ 1 � \ �\\ \\ J s,, \•. �3 \tee' I,`yl,•^.�'„�-� ,,s p>t ` a,��" •, ,i�ml yD+ �:;, .J,s°-��i \b 62 � ._ .v 4 .�'� \ 2- 5 Il+ as / ;\ c` \� :• /`l a• 20 IN / '• \ ,io gel D r1 y,�-" ;'g lielO U0'I. .� 1,e1 e�l — —'�t -- e '\ c „/i , mil. ,el �% m k, /, �^ � �� A n�/� �I•(_\10 •�'1\- .r�\ _ ,\ �>,a�, � V �✓�.1.`ill l'7�eL 1CJa ,. 50UTMOLD 1,N � R 29 8' a \r\\ +2 �\ a A , ,2 \ / OR L.NO �` , LSEC. �a '"�, I,al-02-03431 MATCIY ONE 1, In• 'y 1 �-35 -- LWLE[S QU1AW OTI-M.ALL--E. SNADED AFEA 6 OOTSOE THL4 bEDTW 6NC �1 L AaE NfIiMIN TIC FO OWM DISMTS: G FRE J _ _ ANSULANCE 1/Jlelll _ 8lueas ^ FetE Ja E LIGNT a WATEN N F D bEWER _�S W65TEWATEA� _�,vW—.� TovlY v apL TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 1 1 971-0959 s 'i Telephone(631) 765-1802 Fax(631) 765-9502 hops://www.southolcltow-imy.gov Date Received APPLICA6 FOR BUILDING PERMIT I A T�'1 70 nisFor office Use Only av 4 q-g, 'A PERM IT�O. Building Inspector; woding 0e a olds Applications and forms must be filled out in their entirety.Incomplete of of applications will not be accepted. Wherethe Applicant is not tFie,owneri an Owner's Authorization form(Page 2)shall be completed. Date: OWNER(S)OF PROPERTY: Name:George Cambourakis scrM#1000-1000-22-01-3, and -4 Project Address:200 Cedar Drive, East Marion, NY 11939 Phone#:718.706.7196 Ext. 101 1Email:gjc@set-ny.com Mailing Address:George Cambourakis,c%Structural Engineering Technologies,P.C.,40-12 28th Street,Long Island City, NY 11101 CONTACT PERSON: Name:George Cambourakis Mailing Address:c/o Structural Engineering Technologies, P.C.,40-12 28th Street, Long Island City, NY 11101 Phone#:718.706.7196 EA 101 Email:gjc@set ny.com DESIGN PROFESSIONAL INFORMATION: Name:Hideaki Ariizumi Mailing Address:PO Box 444, Orient, NY 11957 Phone#:631 323 1426 Email:hideaki@studioabarchitects.com CONTRACTOR INFORMATION: Name:(not selected yet) Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure BAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? RYes ONO Will excess fill be removed from premises? ❑Yes ®No 1 PROPERTY INFORMATION Existing use of property:Single Family dwelling Intended use of property:same Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R40 this property? ❑Yes No IF YES, PROVIDE A COPY. IQ'Check Box After 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 Departmentfor 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):Hideaki Ariinmi ®Authorized Agent ❑Owner Signature of Applicant: t Date: Cj (� ( �� d STATE OF NEW YORK) ASS: 5'COUNTY OF - of ) q I O e Ct, C11 A1- i I ZUYVI I being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Contracto(Agent, orporate Officer,etc.) of said owner or owners,and is duly authorized to pie 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 �7 I O�_day of I "4 20 - tl �4 IUU—L o ary Public TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YO. PROPERTY OWNED AUTHORIZATION NO.01Dw6W6900 Where the applicant is not the owner Qt.f SSIOD tip rgRESSUFF K E 3C,Odb ( pp� ) cona�ssloN e�Pi�Es DUNE 3t),,�,.._ 11 H AP-1,A G aAX-71J/.2A(G t 5 residing at `7 �� d✓�i� �Agk: Q/ (�4l,GIGd�TO,J t fl—ice. o hereby authorize (4 I Q O�.kl�I AR/(e(Jdl l to apply on my behalf to the Town of Southold Building Department for approval as described herein. ZIAy W44- J Date ner Signature ,q 7,( Print f)wner'Same l 2 pF SO(/j�ol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G�. • Q Southold,NY 11971-0959 �Q BUILDING DEPARTMENT TOWN OF SOUTHOLD September 24, 2024 To: Studio a/b Architects PO Box 444 Orient,NY 11957 RE: SCTM# 1000-22-1-3 and 1000-22-1-4 Cambourakis Determination of Merger Request To Whom It May Concern: This letter is to inform you,that,based on the application, deed, and single and separate title search submitted to our office, along with the records and files of the Town of Southold,we have determined that the parcels indicated above have been merged pursuant to Article II Section 280-10. Should you or anyone have additional questions regarding this property,please feel free to contact me at(631) 765-1802. Respectfully Yours, Nancy Meyer, Building Inspector 1180 .1 SITE DRAINAGE NOTES: STORMWATER RETENTION CALCULATIONS: PERMEABLE GRADE SURFACE studio a/b architects 00 FLOW MZ_ „ ADDITION ROOF:481 SQ. FT. 651 West Main Street, O - 1.All Below Grade Drainage Pipe shall be 4 Diameter Class 2400 Pipe. 24 +/- LL ' '� 481 SQ. FT.X 2 INCH/hr RAIN = 80.18 CUFT Riverhead NY 11901 O Z =w �-- 2.All Pipe Connections shall provide for Water Tight seals to prevent leakage. - USE V DIA. POOL WITH 42.24 CUFTNF 631 591 2402 - w J 3.All vertical and horizontal changes in Pipe direction shall utilize 90 degree sweeps or a GRAVEL FILLED 80.18 CUFT/22.35 CUFTNF=3.59 VF REQUIRED 631 3231426 combination of two(2)-45 degree angle bends to provide for a uniform flog in all directions. TRENCH xu. /� USE(2)-POOL,6 FT DIA.2 FT DEEP LEACHING POOL �.._ glynis@studioabarchitects.com ��I j _.g.„ IN 4.All Horizontal Drainage Pipe shall have a minimum pitch of 1/4"per foot. ( )- - ,� 5.All Class 2400 Pipe connections,where required,shall be fully grouted to Precast - - POOL PERMEABLE PATIO: 2,045 SQ. FT.X USE COEFF. 0.4=818 SQ. FT. -N L mailing address: .� .. Concrete Leaching Rings with Concrete Mortar. g / 4 VERTICAL POOL HOUSE: 332 SQ. FT.X USE COEFF. 1 =332 SQ. FT. _ I= °� ;• .n FILTER FABRIC PO Box 444, Orient, NY 11957 SLOPE 6.All Leaching Pools shall have Cast Iron Grate& Frames to Final Grade or Finished FACE CONSIDER POOL WATER MAY SHARE Paved Surface. TOTAL IMPERMEABLE SURFACE AREA: 1 150 SQ. FT. - I - - I 7. Leaching pools shall be precasted concrete cement structures as manufactured by , � � � � I PERSPECTIVE VIEW suffolk precast Inc.or equivalent. 1,150 SQ.FT.X 2 INCH/hr RAIN= 191.67 CUFT I- I I I 4"DRAIN TILE client: USE 8 DIA. POOL WITH 42.24 CUFTNF - �- - -� , ,- BEDDING DETAIL 8.All concrete cement used in the manufacturing of precast structures shall develop a SLOPED 1/8 PER 191.67 CUFT/42.24 CUFTNF=4.54 VF REQUIRED Maria & George Cam bourakis minimum compressive strength of 4,000 P.S.I.in 28 days. 12"MIN. 36" MINIMUM 2 x 2 7�s� 9.All drainage structures shall be placed in acceptable leaching soils. In the event poor USE(1)-POOLS, 8 FT DIA.6 FT DEEP g ANGLE FIRST STAKE TOWARD �-' '� Stormwater Management-Typical Trench FENCE POST �^ leaching material is encountered, excavation is to be continued to suitable material and site address: PREVIOUSLY LAID BALE L �LI�J f f�� L backfilled as detailed. 4 Drain Detail 200 Cedar Drive, East Marion, NY 11939 �`� 10. No trench, pit,or other excavation shall be left open and unattended. Excavations shall 1/2" = 1'-0„ tel: 718.706.7196 Ext. 101 WOVEN WIRE FENC �`-, �-� (6 x 6 - 10/10 WWF) 2i FLOC f�r>�^L ,f� r� be protected as directed by the Architect with fences,barricades and other approved email: gjc@set-ny.com ' methods. No direct payment will be made. J`' f=% 'L 11. Invert elevations may be adjusted in the field to meet field conditions. 8"THICK PRECAST FILTER CLOTH- - �. �. J-- Y J tax ma #: 1000-22-01-3 and-4 TO BE COMBINED 6' THICK PRECAST CAST IRON CONCRETE p ( ) CM _ �L Al n CONCRETE GRATE &FRAME TRAFFIC BEARING SLAB. PRECAST B IF NOT PRECAST UNDER DRIVEWAY EMBED FILTER CLOTH ��f� �^ 2r '_____ CONCRETE FINISHED GRADE CONCRETE PAVEMENT OR GRADE RISER MIN. 6" INTO GROUND ? SURFACE NOTE: " MAXIMUM DRAINAGE AREA Pitch 1/4 Per Foot in. ® CLEAN SAND PITCH 1/4"PER FOOD MIN. 20 CLEAN SAND 112 ACRE / 100 LINEAR FEET 00 0 ® &GRAVEL I U. INLET:4" ® &GRAVEL - U- ® i FILL INLET:4" ® I FILL TYPICAL SILT FENCE SECTION DETAIL TYPICAL HAY BALE ANCHORING DETAIL II 0 o Diameter I ® DIAMETER I ® I 8' DIA. PRECAST _ ry ¢ Class 2400 1 i 4', 6',8'DIA. � CLASS 2400 I ® I Pope =PRECAST � PIPE I CONCRETE I LEACHING RING, CLEAN S�ND& / =CONCRETE O= I- TYP. Stormwater Management Typical Silt Fence I II I II = - - -GRAVEt.- - -- - - = I I(LEACHING RING, a -i _ I ®El and Ha Bale Details _ _ _ _ _ _ _ _ _ _ -III I=TYP._ 0 I-- C?L ,Q l� 2 LL N.T.S. GROUND WATER a a = III ® III�II= SITE PLAN IS BASED ON SURVEY BY =' ® I Illll I I -' SEP 2 6 JOSEPH A. INGEGNO LAND SURVEYOR SUBMERGED FOR ROOF RUNOFF - CLEAN SAND ND& - - _ _ ` DATED FEBURUARY 26 2001 r,1J,DT1' G x: � DD _ _ _ _ _ _ _ _ _ _ �" �� SURVEYOR'S NOTES: GROUND WAT R �°`� �� • N SITUATED AT EAST MARION '- " " TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK Stormwater Management Typical Leaching GRATE TO GRADE FOR POOL HOUSE, POOL PATIO,AND POOL S.C. TAX No. 1000-22-01-03 Pool Details v7 1000-22-01-04 U N.T.S. TOTAL AREA= 36,642.60 SQ.FT. LEAVE 6"EXPOSED BOND STONE 0.841 AC. No. Description Date GRAVEL AREA FOR STONE DRYWALL 0 1 Pool House Relocation 8/13/24 ELEVATIONS ARE REFERENCED TO PERMEABLE PAVEMENT DRAINAGE m „ 2 Add site dimensions 9/25/24 N.G.V.D. 1929 DATUM ON 4 COMPACTED AGGREGATE BASE COURSE 2 MIN. PER 12 OF HEIGHT EXISTING ELEVATIONS ARE SHOWN THUS: ON EXISTING SOIL GRASS UPPER GRADE U) 30.0 AREA PERMEABLE uJ DISTANCE FROM PROPERTY EXISTIG CONTOUR LINES ARE SHOWN THUS: PAVEMENT Q ---- LINE TO HIGHEST POINT OF �' 30 ROOF,WHICH IS THE PYRAMID o 4"OF COMPACTED BASE- X FRAME -.._.\ RULE CHECK POINT:EL. 37.2' CLEAN COARSE AGGREGATE GARAGE SEE ELEVATION ON A.07 FOR IMPROVED DRAINAGE n = LOWER GRADE II �_ er x N/O/F - I --- - -- • - co cON c BACK FILL _-_ 0 I s9 GE RGE KAITERY ° v x MON 407 S�S° ° &ANtHOULA KAITERY \ ;, b A PERMEABLE PAVEMENT SAND&GRAVEL MODULAR t5 0 6 o 'N `� xI� 4"SAND AND GRAVEL 12"+/- WIRE FENCE �r \�"� SQ � ��_'_-�, - ,,, ;•� x-x-x-x x x-,_ °" M o, 0 �� SET CONC/v FENCE 24°w --�� _ _ -�_` ,_ x4oa x 37.5 J - MON PERMEABLE PAVEMENT NOTES: vl� PROP. STEPS. 18"TREADS 6"RISER+!- 41, , _� 1. BASE MATERIAL: A GRADED AGGREGATE MATERIAL, LOW IN FINES,ANGULAR IN SHAPE, RANGING / I ° _ -9S RISER SHALL BE 4X4 ACQ, 6x6 ACQ IN SIZE FROM 3/8"TO 3/4". �- 42,-0, \ 4'. �� N 790 1 ,p0-E _x,_ TREADS SHALL BE GRAVEL FILLED 2. GRADED AGGREGATE MATERIAL OF UNIFORM QUALITY THROUGHOUT SHALL BE SUBSTANTIALLY -- 41.1 _ FREE FROM VEGETABLE MATTER,SHALE, LUMPS AND CLAY BALLS, ETC. 'o 43'.°� ? 381 w ° 3. BASE MATERIAL CANNOT BE OF ROUND NATURE AS THIS WILL NOT LOCK TOGETHER WHEN -WOODED 0° sET CONC N I N w COMPACTED AND WILL NOT PROVIDE ADEQUATE SUPPORT UNDER THE POROUS PAVE INSTALLATION. 0o I 4S.° Ooo MON pRN WA t". I r° I� PROP.4' HIGH WOODEN FENCE,TYP. 0 BASE SHOULD BE A 3/8"TO 3/8"CLEAN WASHED STONE. rna4'-o-- �0 4. BASE MAY BE REQUIRED TO BE THICKER IN APPLICATIONS WHERE HIGH WATER HOLDING CAPACITY I R ° o, °OEOF`� \ GRAv„ '� Q _ o O = IS NEEDED. CRUSHED ROCK,AS SPECIFIED ABOVE, HAS APPROXIMATELY 18%VOID SPACE. ONE 64A 5 l EXIS .CONC. WELL R 2 00 SQUARE FOOT OF BASE,4"THICK WILL HOLD APPROXIMATELY 100 CUBIC INCHES OF WATER, 2" RAIN aL WALL 4 ONFRO�SE�B�ACK) ---46, O 0 0 FALL PRODUCE 288 CF OF WATER. 12"THICK OF BASE COURCE WILL RETAIN THE 2"RAIN. 47.6 ,l PROP.WASTEWATER SYSTEM / �2FLAD�� 40-T 0 0 0 6. INSTALLATION OF BASE: BASE MATERIAL SHOULD BE INSTALLED USING EQUIPMENT CAPABLE OF o EXISTING CONC. CURB / e 0 Q {{{_ I 33.70' x45.5 m 2 0 0 Z SPREADING THE MATERIAL IN A EVEN FASHION. , BYPASS TIMBER CURB 38.8 -7 ISTINGFROT4 4550° o 7. AREAS OF BASE WHERE SAND OR SILT BECOME MIXED TOGETHER WITH THE BASE DURING F UNIJ EXI TING ' O t v INSTALLATION SHOULD BE REMOVED AND REDONE TO ENSURE ADEQUATE COMPACTION AND CESSPOOL OV VERTICAL 1�X4 LATTICE g zs.z /I I LAMP POST ' I SUPPORT. WALL W/36 X 80 GATE ` o 550 '; / I g y z 2 8. COMPACTING BASE: FINISHED BASE MUST BE COMPACTED UNIFORMLY TO A DENSITY OF NOT LESS --- 3a I j L o I o -' 1/2"GALVANIZED THROUGH ROD @48"O.C. THAN 95%OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180, METHOD D. ENSURE THAT �' C' GRAVEL BASE IS INSTALLED AND COMPACTED A MINIMUM OF 6"BEYOND THE PROPOSED AREA OF POROUS I j uil' III' PAVE INSTALLATION. IF THE BASE MATERIAL DOES NOT HAVE THE PROPER MOISTURE CONTENT TO I ROOF OVER I A �� O°s� is CONC&SLATE o - rn TIMBER CURB U �I g' ENSURE THE REQUIRED DENSITY,WET OR DRY THE BASE AS NECESSARY TO ACHIEVE 95% I - -1��- - N LANDING o E M ! 35aCOMPACTION UNIFORMLY THROUGHOUT THE ENTIRE AREA. � � I I','li'i� IIII, I; I �oR� I ' � 5 T ical Sitework Details (1606-2A�01-0'3 C No. ll'! �N I �2 �5 ; ' ( OBE MERGED) II'I � � ' � FF`'/ o ao35 o /a II ? 510x �o -nr, � Ih� � Ir,, „ , 44. �1F�APDITIONFRONTSETBK1 � ZONED: R40 REQ. EXISTING PROPOSED PEDARCy7T � F c ................................ ................... Z ExisTlN� o YA LOT AREA 40 000 36 642 D r z � III I. I� I�IIII,DII,IIIIII N I 1 ao.o'M,N.FRONT R � � , � SAME AS EXISTING NC �'49° \ I G OK r o \ °�r" `� I ECK 4 a k LOT WIDTH ............................... 89 57 40 E m o 150 196 a m Imo_, z - - - m 0 ��- �4- � II--�14�' ; I ! II I II, IIi,I �I I a �° '� 200.00' a C .................... ...... ........................ ...................a _ LOT DEPTH 250 . 200 SAME AS EXISTING NC - - - S _ .................... ........................... 0 0 y _� I� FOUND ONT YARD 40 33.7 SAME AS EXISTING NC 1°y=� 51.2 x PE FRONT YARD, PROP. A P� ��.�., I I \ �FRy / D, P ADDITION 40 s o 3�� m zs.o �� 40.2 2 OK � 390 'ti so 8a _ � I�____ u' 0 00 Ax No. R° - x- z ,.',y ---�w�RFs Q, 1 SIDE YARD ............. ............. 15 ........................... 37.4 ................... AS EXISTING OK - �c r ReARYA _ m PR P. STEPS AND L14N NID NID G 43.6 =aA 4 �, 2 SIDE YARDS 35 130.9 123.4 OK 1000-22-01-Og9.64' ' x a I z To ED), - 7.0' ' I 45as ; 11 - \ I REAR YARD ............................. 50 ........................... 81.2 .................... 79.6 A OK m x 51.5 t 5.0'M1N.1' _ �, \\ I- f i- 0 WATERLINE ............ 850 . ................ 1,6 ................... , BUILDING AREA IN 77 57 38.56 OK 'POOPOOU E \ m o LIVABLE FLOOR AREA M }} + SE ....................... HOUSE .............. 1,677.57 ................... 1,677.57 .. 1 -��-1 o, PR6P�' DIA. PROP, ADDITION 481.05 - 1 HOTTU T l I _ J 2 DEEPDW_ - - ' �L GUY WIRE Ig 62.67 ................... PROJECT DECK 1 1 1 162 67 00 �. \ _ I x °o I o 0 PROP.20'x4O'POOL DECK ADDITION.. ................... 75.36 N51.3 fl I � 7�1 °° __�__-a� POOL 800.00 Cambourakis �2 0 �; Z 1 --` PROP. POOL FENCE, POOL HOUSE..... .................. 333.24 o I 4 IA o o I - - o-; GATE HEIGHT 6 MAX. 4 MIN. rn Residence TOTAL .............. 2,840.24 ................... 4,529.89 I Foy L co s.o'Mw. I I n N - - PROP. POOL PATIO EL.44.0'• o- Oo� 0 COVERAGE ............................... 2 o MAXMAX. ............. 7.75/o .................. 12.4/o OK r_ - PERMEABLE PAVER DRY JOINT ....................... ................. OK `�o�, � � Z /f SILT FENCE OR HEIGHT IN FEET 35 MAX. 15.8 27.3 `y I _ - I HAY BALE, OR HEIGHT IN STORY ................. 2 1/2 MAX. ............. 1 .................. 2 OK FILL GRADE FLUSH TO- _ _ o ` I! �ATIO SURFACE,TYP. 3g' o• BOTH 0 5 x 37a' � �= - / KEEP 1/3 MIN.SLOPE Site Plan 7 j o zo '` �-•� ' ACCESSORY BUILDING/STRUCTURE \ } `° 6 W��-W ® / POOL HOUSE 1 MAX. HT./ MIN. SETBACK ..... 18 / 10 ............... 14.5 10.36 TO SIDE) OK o PROP.8' DIA.6'DEEP DWCd f c° \ 333.24 OK o • 25.75 I - W/GRATE I o E MAX. AREA .................. 750 ................... 5 8"+1- TRENCH DRAIN - POOL Cl? fV I o SETBACK ............................. 10 ................... 32.55 OK ISM/ON/ON ET CC �_j I _ M - c a ,. s*ems* +c cs•-a a,- _ an a *�same a c^� ece�m SET CONC - -� o - _ -��\ MON w Project number23018 s s '4 ' w tWOODED L 3�.6 GFA Max. ........................................ 4,848.20 HOUSE, EXISTING 1,677.57 Date 5/17/2024 a 200.00' 1 FL ADDITION .............................. 481.05 1 .............................. 1,194.84 ' N/O/F �, 2FL ADDITION Drawn by HA Q j POOL HOUSE Checked by GB NIKI MANGOS . ............................... SIDES SETBACK,AS WELL AS DISTANCE FROM PROPERTY LINE TO HIGHEST POINT OF TOTAL ........ 3,68 .70 OK M w O 1 1 ROOF,WHICH IS THE PYRAMID RULE CHECK POINT: EL. 37.2' SEE ELEVATION ON A.07 PYRAMID RULE 10 + 45 DEG ..... ITE PLAN & ELEVATIONS A. O nSite Plan � ......................... ........................................ „ „ -- 1 = 20-0 CV Scale As indicated 0) PROJECT GENERAL NOTES: BUILDING DEPARTMENT NOTES: LIST OF DRAWINGS: studio a/b architects Addition to Cambourakis Residence THE FOLLOWING NOTES SHALL APPLY THROUGHOUT. EXCEPTIONS ARE SPECIFICALLY NOTED ON THE FOLLOWING NOTES SHALL APPLY THROUGHOUT. EACH DRAWINGS. 1 /32 T.01 TITLE SHEET 651 West Main Street, 1. ALL WORK SHALL BE EXECUTED IN FULL COMPLIANCE WITH THE APPLICABLE PROVISIONS OF ALL 2 A.01 Site Plan Riverhead, NY 11901 1. ALL WORK OF THIS CONTRACT SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF LAWS, BY-LAWS, STATUTES, ORDINANCES, CODES RULES, REGULATIONS, AND LAWFUL ORDERS 631 5912402 Owner: 631 3231426 THE NEW YORK STATE (NYS) RESIDENTIAL CODE OF PUBLIC AUTHORITIES BEARING ON THE PERFORMANCE AND EXECUTION OF THE WORK. A.03 Basement Plan Maria and George J. Cambourakis NYS ENERGY CONSERVATION CONSTRUCTION CODE THE CONTRACTOR.SHALL PROMPTLY NOTIFY THE TOWN AND ARCHITECT/ENGINEER OF ANY 5 A.04 First Floor Plan glynis@studioabarchitects.com NYS FIRE CODE PORTIONS OF THE WORK IN THE CONTRACT DOCUMENTS THAT ARE AT VARIANCE WITH THE 6 .05 Second Floor PI 40-12 28th Street NYS PLUMBING CODE ABOVE. mailing address: Long Island City, NY 11101 NYS MECHANICAL CODE 2. ALL MATERIALS,ASSEMBLIES, FORMS METHODS OF CONSTRUCTION AND SERVICE EQUIPMENT 7 A. 6 Wall Types, I ulation Schedule PO Box 444, Orient, NY 11957 Phone: 718.706.7196 NYS FUEL GAS CODE SHALL MEET THE FOLLOWING REQUIREMENTS: 8 A.0 Elevations and Exterior Finish Schedule e-mail: gjc@set-ny.com APPLICABLE SUFFOLK COUNTY HEALTH REGULATIONS AND STANDARDS a) THEY SHALL HAVE BEEN ACCEPTABLE TO THE SOUTHOLD BUILDING DEPARTMENT. 9 A.08 Elevatio 2 TOWN OF SOUTHOLD REGULATIONS b) THEY SHALL HAVE BEEN ACCEPTED FOR THE USE UNDER THE PRESCRIBED TEST METHODS BY 10 A.09 ildi Section 1 client: OTHER AGENCIES HAVING JURISDICTION ON THE WORK OF THIS CONTRACT, THE REGULATING AGENCIES. 11 A.10 Bu ing Section 2 Site Address: 3. MATERIALS OR ASSEMBLIES REQUIRED TO HAVE A FIRE RESISTANCE RATING SHALL COMPLY 12 All uildi Section 3 Maria & George Cambourakis 200 Cedar Drive, 2. DRAWINGS ARE NOT TO BE SCALED. USE DIMENSIONS ONLY, ALL DIMENSIONS AND CONDITIONS WITH ONE OF THE FOLLOWING: SHOWN AND ASSUMED ON THE DRAWINGS MUST BE VERIFIED AT THE SITE BY THE CONTRACTOR a) THEY SHALL CONFORM WITH EITHER THE APPLICABLE CODES OR ' 13 A.12 Schedule 1 site address: East Marion, NY 11939 BEFORE ORDERING ANY MATERIAL OR DOING ANY WORK. ANY DISCREPANCIES IN THE DRAWINGS b) THEY SHALL HAVE BEEN TESTED IN ACCORDANCE WITH ASTM E119, STANDARD METHODS OF 14 A.13 Schedules 200 Cedar Drive, East Marion, NY 11939 Tax Map#: AND SPECIFICATIONS SHALL BE REPORTED TO THE ARCHITECT. NO CHANGE IN DRAWINGS OR FIRE TESTS OF BUILDING CONSTRUCTION AND MATERIALS AND ACCEPTED BY THE SOUTHOLD 15 A. Typical Therma rotection Details tel: 718.706.7196 Ext. 101 1000-22-01-3 and-4 SPECIFICATIONS IS PERMISSIBLE WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT/ENGINEER. TOWN BUILDING DEPARTMENT 16 .15 Typical Details email: gjc@set-ny.com NO WORK SHALL PROCEED UNTIL SUCH DISCREPANCY HAS BEEN RECTIFIED. (OR) 17 A.16 Staircase and Pantry etails c) THEY SHALL HAVE BEEN ACCEPTABLE PRIOR TO THE EFFECTIVE DATE OF THE CODE. 18 A.17 Kitchen Details 1 tax map#: 1000-22-01-3 and-4 architect: 3. THE ARCHITECT/ENGINEER HAS INDICATED AND ESTIMATED CERTAIN CONDITIONS EITHER NOT 4. ALL MASONRY UNITS SHALL CONFORM TO THE BUILDING CODE. studio a/b architects SHOWN OR NOT CONSIDERED RELIABLE ON OLDER DRAWINGS FURNISHED TO THE ARCHITECT, OR 5. THE CONTRACTOR SHALL OBTAIN EQUIPMENT USE PERMITS REQUIRED IN ACCORDANCE WITH A.18 Kitchen Details 2 NOT MEASURABLE DUE TO ABSENCE OF DRAWINGS, OR INACCESSIBLE TO VERIFY IN THE FIELD THE BUILDING CODE. 24190 MAIN ROAD PRIOR TO PREPARING THE DRAWINGS. 6. ALL NEW WORK SHALL COMPLY WITH ANSI 117.1 2010 AMERICAN NATIONAL STANDARD 21 A.20 Pool and Pool Patio Plans ORIENT, NY 11957 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. 22 A.21 Pool House Plans T: 631 323 1426 4. ALL WORK ON THESE DRAWINGS SHALL BE CONSIDERED NEW WORK WHETHER STATED OR NOT, 7. ALL NEW INTERIOR,WALL AND CEILING FINISHES SHALL HAVE A FLAME-SPREAD CLASSIFICATION OF e-mail: glynis@studioabarchitects.com EXCEPT WHERE SPECIFICALLY NOTED AS "EXISTING TO REMAIN". NOT GREATER THAN 200, SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450, AS PER SECTION 23 A.22 Pool House Details m. hideaki studioabarchite!cts.com @ R302.9 (NYS RESIDENTIAL CODE). 5. COORDINATION OF ALL WORK UNDER THIS CONTRACT SHALL BE MAINTAINED TO ENSURE THE 8. ALL NEW THERMAL AND SOUND-INSULATING MATERIALS SHALL COMPLY WITH SECTION R302.10(NYS 25 oundatio QUALITY AND TIMELY COMPLETION OF THE WORKIPROJECT. RESIDENTIAL CODE). 26 S. Dec i 9 THE CONTRACTOR IS RESPONSIBLE FOR FILING APPLICATIONS AND OBTAINING PERMITS FOR 6. THE CONTRACTOR SHALL DISCONNECT AND/OR REMOVE ANY EXISTING PLUMBING, ELECTRICAL SCAFFOLDING,ANY OTHER CONSTRUCTION EQUIPMENT OR PUBLIC PROTECTIVES REQUIRED TO 28 M.01 HVAC Layouts FIXTURES, WIRE CONDUITS, OR OTHER WORK WHICH MIGHT INTERFERE WITH THE WORK OF THIS ENSURE SAFETY CF OPERATION. CONTRACT. ZONING: 30 P.02 Plumbing Layout 2 SUMMARY OF WORK 7. THE CONTRACTOR SHALL PATCH AND REPAIR ALL DAMAGED OR EXPOSED SURFACES DUE TO 3H-E-81 Elestrieal LaTaats 1 CONTRACT WORK, ALL NEWLY INSTALLED, PATCHED WORK AND ALL AFFECTED AREAS SHALL BE ZONED: R40 32 E.02 Electrical Layouts 2 THE SUMMARY OF WORK SHALL INCLUDE BUT IS NOT LIMITED TO: FINISHED SO THAT THE ENTIRE HORIZONTAL OR VERTICAL SURFACE TO THE CLOSEST CORNER IN ALL FOUR DIRECTIONS MATCHES SCHEDULED CONDITIONS. REQ. EXISTING PROPOSED 1. BASEMENT ALTERATION LOT AREA................................ 40,000 .................. . 36,643 ................... SAME AS EXISTING NC 1.1 CONVERT EXISTING LAUNDRY ROOM TO A KITCHENETTE 8. FURNISH ALL NECESSARY NEW MATERIALS AT NO ADDITIONAL COST TO THE CLIENT FOR THE LOT WIDTH .............................. 150 ......................... 196 ................... SAME AS EXISTING OK 1.2 CREATE A NEW LAUNDRY' ROOM AT OFF-GARAGE FOLLOWING CONDITIONS: LOT DEPTH ............................... 250 ......................... 200 ................... SAME AS EXISTING NC 1.3 ADD AN EGRESS WINDOW a) ANY ALREADY COMPLETED WORK THAT HAS BEEN REMOVED OR DAMAGED IN ORDER TO FRONT YARD ........................... 50 ........................... 33.7 ................... SAME AS EXISTING NC PERFORM THE CONTRACT WORK. 1 SIDE YARD ............................ 15........................... 37.4 ................... SAME AS EXISTING OK 2. SIDING AND RESIDING ENTIRELY b) TO FURNISH THE WORK OF THIS CONTRACT IN WORKMANLIKE MANNER. 2 SIDE YARDS .......................... 35........................... 139.9 ................... 123.4 OK REAR YARD ............................ 50........................... 81.2 .................... SAME AS EXISTING OK 3. FIRST FLOOR ADDITION AND ALTERATION 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, DISTORTIONS AND OFF 3.1 ADDITION: NEW KITCHEN LIVABLE FLOOR AREA ........... 850 MIN. ................ 1,677.57...................2,838.56 OK 3.2 ALTERATION: CREATE A DINING ROOM, PANTRY, AND STAIRCASE TO SECOND FLOOR, BY REMOVING ALIGNMENTS ACCORDING TO CODES AND STANDARDS OF GOOD PRACTICE. BUILDING AREA............................... HOUSE .......... 1,677.57 0..................1,677.57 EXISTING BEDROOMS; CREATE WIDER LIVING ROOM BY REMOVING EXISTING KITCHEN ADDITION ....... ...................481.05 10. DETAILS NOT SHOWN OR SPECIFIED BUT NECESSA RY FOR PROPER AND ACCEPTABLE DECK .......... 1,162.67.................. 1.162.67 4. SECOND FLOOR ADDITION CONSTRUCTION INSTALLATION OR OPERATION OF ANY PART OF THE WORK AS DETERMINED BY DECK ADDITION ... ..............I... 75.36 4.1 MASTER BEDROOM WITH MASTER BATHROOM, 3-BEDROOMS AND A SHARED BATHROOM CLIENT OR ARCHITECT/ENGINEER SHALL BE INCLUDED IN THE WORK THE SAME WAY AS IF HEREIN SPECIFIED OR INDICATED. POOL HOUSE ... .................. 333.24 WINDOW NOTES: 5. POOL AND POOL HOUSE ADDITION TOTAL 2,840.24 ..........:........ 4,551.22 No. Description Date 5.1 ADD SWIMING POOL AND POOL HOUSE IN THE REAR YARD SOUTH 11. WHERE MANUFACTURERS NAMES AND PRODUCT NUMBERS ARE INDICATED ON DRAWINGS, IT COVERAGE ...........................0.... 20% MAX. ............. 7.75% .................. 12.4% OK 1. ALL WORK IS TO CONFORM TO ALL APPLICABLE REQUIREMENTS OF LOCAL GOVERNING CODES, NYS, SHALL BE CONSTRUCTED TO MEAN THE ESTABLISHMENT OF QUALITY AND PERFORMANCE HEIGHT IN FEET....................... 35 MAX. ...'.............. 15.8 1................. 27.3 OK DEPT, OF LABOR, INDUSTRIAL LABOR CODE, RULE 21, HEALTH CODE, FIRE DEPARTMENT 6. ALL RELATED MECHANICAL., PLUMBING AND ELECTRICAL WORK STANDARDS OF SUCH ITEMS. ALL OTHER PRODUCTS MUST BE SUBMITTED TO THE ARCHITECT FOR HEIGHT IN STORY 2 1/2 MAX. ............. 1 .................. 2 OK REGULATIONS, NBFU AND UTILITY CODES, OSHA CODES AND NYS BUILDING CODES. APPROVAL BEFORE THEY SHALL BE DEEMED EQUAL, 2. ALL EXTERIOR WINDOWS TO MEET LARGE MISSILE IMPACT TESTING AND 130 MPH 3 SEC. GUSTS. ACCESSORY BUILDING OTHERWISE PROVIDE PROTECTION PANEL AS PER NYS RESIDENTIAL CODE R301.2.1.2 12. FIRE STOPPING SHALL BE INSTALLED AT ALL PENETRATIONS OF FIRE RATED CONSTRUCTION AS POOL HOUSE 3. SAFETY GLASS REQUIRED IN ACCORDANCE WITH NYSBC SECTIONS 716.1.2.1 AND 2406. THE OWNER RETAINS THE RIGHT TO INCLUDE OR REMOVE ANY ITEMS ABOVE FROM THE CONTRACT. PER SPECIFICATIONS. MAX. HT./SETBACK.......... 18/5 ................... ................... 14.5/7.76 (TO SIDE) OK 4. ALL CONTINUOUS INTEGRAL PULLS TO HAVE ROUNDED AND SMOOTH EDGES. MAX.AREA .................. 660 ................... .................. 333.24 OK 5. INTERIOR WINDOW SILL STOOLS AND APRONS SHALL HAVE CLOSED END CAPS, SAME GAUGE AS 13. SIZE OF MASONRY UNITS AND WOOD MEMBERS ON PLANS, BUILDING ELEVATIONS AND SECTIONS STOOLS. ARE SHOWN AS NOMINAL SIZE. GFA ...................................... 4,848.20 HOUSE ................................ 1,677.57 14.DIMENSIONS ON PLANS ARE INDICATED FROM SURFACE TO SURFACE BETWEEN WALLS, 1FLADDITION ......................481.05 DOOR NOTES: PARTITIONS AND OTHER ITEMS EXCLUSIVE OF FINISHES, UNLESS NOTED OTHERWISE. 2FL ADDITION ......................1,194.84 POOL HOUSE ..................... 333.24 1. ALL EXTERIOR DOORS SHALL HAVE A MAXIMUM OPENING FORCE OF 8.5 LBS,AS PER ANSI 117.1 15. PROVIDE GUARDS, RAILS, FENCES, CATCH PLATFORMS, DECKING, NIGHT LIGHTING, ETC., AS TOTAL ............................... 3,71.80 OK 2. ALL EXTERIOR DOORS WITH GLAZING TO MEET LARGE MISSILE IMPACT TESTING AND 130 MPH 3 SEC. REQUIRED BY THE REGULATING AGENCIES TO PROVIDE ADEQUATE PROTECTION. PYRAMID RULE.......................... 10+45 DEG ........................................ OK SEE SITE PLAN & ELEVATIONS GUSTS. OTHERWISE PROVIDE PROTECTION PANEL AS PER NYS RESIDENTIAL CODE R301.2.1.2 3. ALL DOORS TO HAVE SAFETY GLASS IN COMPLIANCE WITH SECTION 2406(NYSBC). 16.THE CONTRACTOR SHALL KEEP WORK SITE FREE FROM DEBRIS AND ACCUMULATED REFUSE, OPTIONS AND SHALL HAVE SOLE RESPONSIBILITY FOR PROTECTING ALL DANGEROUS AREAS FROM ENTRY BY UNAUTHORIZED PARTIES. SITE WILL BE LEFT BROOM CLEAN AT THE END OF EACH WORKING DAY THE FOLLOWING ARE OPTIONAL BID ITEMS. PLEASE PROVIDE SEPARATE ESTIMATES ADDING OR CODE COMPLIANCE: SUBTRACTING FROM THE BID PRICE FOR EACH ITEM. THE OWNER WILL DECIDE FINAL INCLUSION OR NOT 17.THE CONTRACTOR SHALL MAINTAIN FREE AND UNOBSTRUCTED ACCESS FROM ALL SPACES AND OTHER NOTES: IN CONTRACT. ADJACENT SPACES THE EXTERIOR OF THE BUILDING AT ALL TIMES. I.) Use(s)and Occupancy Classification(s): Single Family Residence 2.) Height and Fire Area: 27.3', 2 stories; Fire Area n/a 1. SEE STRUCTURAL DRAWINGS FOR ALL CONCRETE, STRUCTURAL PANELS,AND STEEL NOTES AND (NO OPTIONS ARE INCLUDED) 18. THE CONTRACTOR SHALL, UNLESS OTHERWISE PROVIDED IN THE CONTRACT DOCUMENTS, 3.) Type of Construction.Type VB, 2x4(as existing) platform construction, same as existing TESTS. SECURE AND PAY FOR REQUIRED INSPECTIONS, PERMIT(S), FEES, LICENSE AND INSPECTIONS 4.) Structural Design criteria: Engineered. 2, SEE MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR RELATED NOTES. NECESSARY FOR THE PROPER EXECUTION OF THE WORK, 5.) Framing elements: See Structural Drawings 3. SEE A.14 FOR SUMMARY OF NYS ENERGY CODE REQUIREMENTS 6.) Design load calculations: See Structural Drawings 19. MINIMALIZATION, SEPARATION,AND RECYCLING OF WASTE ARE ENCOURAGED. 7.) Glazing protection: Required (Wind Speed 130 mile zone; 0.3 mile(<l mile)to coast line) Provide Hurricane resistant rated windows and/or protection panels, as per Window and Door Schehle ABBREVIATIONS: 20. ADDITIONAL NOTES WHICH ARE APPLICABLE TO THE PROJECT MAY BE FOUND THROUGHOUT THE 8.) Load paths from roof to foundation: See Structural Drawings CONTRACT DOCUMENTS. 9.) Nailing and/or connection schedule, framing details: See Structural Drawings AFF ABOVE FINISHED FLOOR INSUL. INSULATION 10.)Means of Egress(R310 Emergency Escape & Rescue Openings): See Window Schedule and Floor Plans ALUM. ALUMINUM INS. INTERIOR 21. COPYRIGHT©2024, STUDIO A/B ARCHITECTS 11.)Plumbing riser diagram: See Plumbing Drawings & AND L.F. LINEAR FOOT THE ARCHITECTURAL DESIGNS AND DRAWINGS ARE THE PROPI R Y OF STUDIO A/B ARCHITECTS 12.)Location of fire protection equipment, i.e. smoke alarm: See Electrical Drawings APPROX. APPROXIMATELY L.P. LOW POINT AND WERE PREPARED AS AN INSTRUMENT OF SERVICE TO THE 4,)WNER AT HIS/HER REQUEST. THEY 13.)Truss design drawings with certification: n/a ARCH. ARCHITECT MAT. MATERIAL MAY NOT BE DUPLICATED OR USED IN PART OR IN WHOLE FOR,-:'AY OTHER LOCATION PURPOSE 14.)Energy calculations from design professional: see Rescheck report attached. LOCATION MAP. rA @ AT MAX. MAXIMUM PROJECTOR OWNER WITHOUT THE EXPRESS, WRITTEN CONSE,�T OF STUDIO A/B ARCHITECTS. 15.) Manual J calculations: see attached. I •�' BLD'G BUILDING MECH. MECHANICAL 4., EM OTHER REGULATORY REQUIREMENTS: BC.I. CASTIRON.O. BOTTOM OF MIN. MEMBRANE MINIMUM CL CENTER LINE Health Department: Required. New wastes stem is proposed and permit is on progress CLG. CEILING MTD MOU NTEDCONTROLLED INSPECTIONS: .......... MTL u" :..:..,,.....,... .. Vot Required CLO. CLOSET ,. . PROJECT SITE;.;.. CONTROLLED INSPECTIONS AND TESTING AS REQUIRED BY THE DOCUMENTS, CLIENT AND THE N.I.C. NOT CONTRACT "_ �` `"` SOUTHOLD BUILDING DEPARTMENT Board of Trustee: Not Required ...... ...,� . >� CMU CONCRETE MASONRY UNIT NO. NUMBER 4 '� �•�,.. Planning Board: NotRequired q e :.: 9 NOM. NOMINAL a ;. COL. COLUMN L � N. THE CONTRACTOR MUST NOTIFY THE ARCHITECT OR ENGINEER F ZBA: Not Required CONC. CONCRETE N r., �� r• �., --� H C O CH G OR CONTROLLED INSPECTIONS AT TS. NOT TO SCALE � LEAST 72 HOURS BEFORE THE SPECIFIC WORK COMMENCES. FLOOD ZONE: X CONT. CONTINUOUS PLY PLYWOOD C.J. CONTROL JOINT O.C. ON CENTER N ... COR. CORRIDOR R RADIUS �, 0 ti;a� d. .\ I N CU.FT. CUBIC FEET RAIL'G RAILING CU.YD. CUBIC YARD REINF. REINFORCING OP 7,0 SITE SAFETY AND PROTECTION NOTES: ' DIET DETAIL R.D. ROOF DRAIN _ DIA. DIAMETER REQD. REQUIRED p 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SITE SAFETY ISSUES, MEETING ALL DIM. DIMENSION RM ROOM I JURISDICTIONAL AND OSHA REQUIREMENTS. DIM DIMMER SF SQUARE FEET ��",. ",,, DR. DOOR SIM. SIMILAR T 2. SITE SAFETY PROTECTIONS SHALL INCLUDE, BUT SHALL NOT BE LIMITED TO, EGRESS, SCAFFOLDING, DWG DRAWING SPEC. SPECIFICATION FIRE PROTECTION, TRIP HAZARDS PROTECTION, ETC.THEY SHOULD ADDRESS ANY POTENTIAL EXPANSION JOINT S.S. STAINLESS STEEL 0 , INTERACTION BETWEEN THE EXISTING USE, GENERAL PUBLIC AND EXPOSURE TO THE CONSTRUCTION ELEV. ELEVATION STD. STANDARD PROCESS. NO IC STIL. STEEL PROJECT 0_ ENT. EN RY TBD TO BE DETERMINED . \ \ G2 EQ. EQUAL TEL. TELEPHONE C a m bo u ra k I s :.. ' O EQUIP. EQUIPMENT TH. THICKNESS ERV ENERGY RECOVERY VENTILATION T.O. TOP OF Residence EXIST. EXISTING TYP. TYPICAL EXT. EXTERIOR U.O.N. UNLESS OTHERWISE NOTED FF FINISHED FLOOR V.I.F. VERIFY IN FIELD L D �'<-- FIN. FINISH OR FINISHED W WIDTH ;\ \ FL. FLOOR W/ WITH FLASH'G FLASHING WD WOOD TITLE SHEET F.P. FIRE PROOFING W.R.B. WATER RESISTIVE BARRIER FT FEET WWF WELDED WIRE FABLIC GA GAUGE GALV. GALVANIZED G.C. GENERAL CONTRACTOR GL. GLASS GWB GYPSUM WALL BOARD H OR HT HEIGHT x ,. .. H.P. HIGH POINT Project number HARDWOOD 23018 HRV HEAT RECOVERY VENTILATIONDate 5/17/2024 HVAC HEATING VENTILATING AND AIR CONDITIONING Drawn by HORZ HORIZONTAL Checked by GB IT T . 01 CD N N co Scale As indicated LO i C� SITE DRAINAGE NOTES: STORMWATER RETENTION CALCULATIONS: PERMEABLE GRADE SURFACE studio a/b architects LLm FLOW ADDITION ROOF: 481 SQ. FT. 651 West Main Street, OLL , ^ 1. All Below Grade Drainage Pipe shall be 4 Diameter Class 2400 Pipe. 24 +/- z_ �� -- 2. All Pipe Connections shall provide for Water Tight seals to prevent leakage. 481 SQ. FT.X 2 INCH/hr RAIN = 80.18 CUFT �k - Riverhead, NY 11901 USE V DIA. POOL WITH 42.24 CUFTNF 631 591 2402 G MW � � 3. All vertical and horizontal changes in Pipe direction shall utilize 90 degree sweeps or a GRAVEL FILLED 80.18 CUFT/22.35 CUFTNF= 3.59 VF REQUIRED 6313231426 combination of two(2)-45 degree angle bends to provide for a uniform flow in all directions. TRENCH X:FL 4. All Horizontal Drainage Pipe shall have a minimum pitch of 1/4" per foot. USE (2)-POOL,6 FT DIA. 2 FT DEEP LEACHING POOL + glynis@studioabarchitects.com 5. All Class 2400 Pipe connections,where required, shall be fully grouted to Precast POOL PERMEABLE PATIO: 2,045 SQ. FT. X USE COEFF. 0.4=818 SQ. FT. -_��„ _ ^�. mailingaddress: 4 VERTICAL Concrete Leaching Rings with Concrete Mortar. r FILTER FABRIC l ILI, SLOPE 6. All Leaching Pools shall have Cast Iron Grate& Frames to Final Grade or Finished POOL HOUSE: 332 SQ. FT. X USE COEFF. 1 - 332 SQ. FT. U PO Box 444, Orient, NY 11957 FACE CONSIDER POOL WATER MAY SHARE Paved Surface. TOTAL IMPERMEABLE SURFACE AREA: 1,150 SQ. FT. - - 7. Leaching pools shall be precasted concrete cement structures as manufactured by � - PERSPECTIVE VIEW Suffolk precast inc, or equivalent. 1,150 SQ.FT. X 2 INCH/hr RAIN = 191.67 CUFT14" DRAIN TILE BEDDING DETAIL 8. All concrete cement used in the manufacturing of precast structures shall develop a USE 8' DIA. POOL WITH 42.24 CUFTNF -' ' '-' ' ' 1 SLOPED 1/8" PER client: QQ minimum compressive strength of 4,000 P.S.I. in 28 days. 191.67 CUFT/42.24 CUFTNF=4.54 VF REQUIRED 12" MIN. Marla O� George Cam bou rakis �� , 9.All drainage structures shall be placed in acceptable leaching soils. In the event poor USE (1)-POOLS, 8 FT DIA. 6 FT DEEP g ss MINIMUM 2 x 2 Stormwater Management-Typical Trench ANGLE FIRST STAKE TOWARD FENCE POST leaching material is encountered, excavation is to be continued to suitable material and site address: PREVIOUSLY LAID BALE Drain Detail f� backfilled as detailed. U - r rr 200 Cedar Drive, East Marion, NY 11939 10. No trench, it or other excavation shall be left open and unattended. Excavations shall 1/2" - 1 -0 WOVEN WIRE FENCE pit, p tel: 718.706.7196 Ext. 101 FLOW L fir- '� , ��'n be protected as directed by the Architect with fences, barricades and other approved email: (6 x 6 - 10/10 WWF) z, � f�, r^ f gjc@set-ny.com methods. No direct payment will be made. FILTER CLOT of L;��f^'J-;L r, 11. Invert elevations may be adjusted in the field to meet field conditions. tax map#: 1000-22-01-3 and-4 CAST IRON 8 THICK PRECAST GRATE &FRAME CONCRETE n 6"THICK PRECAST TRAFFIC BEARING SLAB. EMBED FILTER CLOT �'��' 2 MIN. 6" INTO GROUND ? �� / ' CONCRETE 6"CONC. SLAB IF NOT PRECAST UNDER DRIVEWAY `r° CONCRETE PRECAST NOTE: CAP I FINISHED GRADE CONCRETE PAVEMENT OR GRADE MAXIMUM DRAINAGE AREA 112 ACRE / 100 LINEAR FEET SURFACE TYPICAL SILT FENCE SECTION DETAIL TYPICAL HAY BALE ANCHORING DETAIL 2 CC - Z Pitch 114"Per Fo t in. ® CLEAN SAND P TCH 1/4"PER FOOT, MIN. 20" ® CLEAN SAND O O I ® &GRAVEL Stormwater Management Typical Silt Fence N LLO F INLET:4" I ® FILL ® &GRAVEL ® INLET:4" ® I FILL g Yp o Diameter u 0 0 i w DIAMETER I l ® V DIA. PRECAST 2 and Ha Bale Details = � ¢ class 2400 1 4 6 8 DIA. N.T.S. Y cn CLASS 2400 CONCRETE Pipe =_PRECAST 0 PIPE I I LEACHING RING, =III �_� _ CLEAN SAND& - _ / -CONCRETE I i- TYP• _ - _ - - GRAVEL-. - - _- I=I) III I�PCHING RING, o Q - I ®0 I=- SITE PLAN IS BASED ON SURVEY BY - - -h - - U_ °-O JOSEPH A. INGEGNO LAND SURVEYOR GROUND WATER IIIII EO- _J °- =1 l ® DATED FEBURUARY 26, 2001 " 1 PIA1 _ " II OO OO z =l a D- ¢ = I IllJJ=III I SURVEYOR'S NOTES: N SITUATED AT EAST MARION SUBMERGED FOR ROOF RUNOFF _ - CLEANS ND& - TOWN OF SOUTHOLD _ -URAVE� SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-22-01-03 GROUND WATER N 1000-22-01-04 _ _ 1 11 1 „ TOTAL AREA= 36,642.60 SQ.FT. GRATE TO GRADE FOR POOL HOUSE POOL PATIO AND POOL 0.841 AC. Stormwater Management Typical Leaching No. Description Date ELEVATIONS ARE REFERENCED TO 3 Pool Details m N.G.V.D. 1929 DATUM N.T.S. EXISTING ELEVATIONS ARE SHOWN THUS: 30,0 DISTANCE FROM a, EMSTIG CONTOUR LINES ARE SHOWN THUS: PLOPERTY LINE TO �' 3o HIGHEST POINT WHERE o FRAME / PYRAMID RULE SHOULD GARAGE BE CHECKED EL. 37.2"\,� - - SE X N/O/F SEE ELEVATION ON A.07 co NCI 3s, GE RGE KAITERY FOR THE SKY PLANE MON X ao\�$° 15 50 '~- � °" &AN HOULA KAITERY CHECK o / w MODULAR 1� WIRE FENCE40, o m o n N 143 k,- V IN _X-X_ ` p t 'V 7 X X X X-X M FENCE 24"W 37.5 110• _ SEl'CON\ PROP. STEPS. 18"TREADS, 6" RISER 1 47" o �� _ .- '�} RISER SHALL BE 4X4 ACID, ° 1 { 0011E _ _ TREADS SHALL BE GRAVEL FILLED \ N 79 --X 43'-0" 38.1 ?6_8 ° WOODED Y 441-0,, r. SET CONCU1._... _...__._._ 461 MON - 0 4s• ° .NOO VELD WA w _ o PROP.4' HIGH WOODEN FENCE, TYP. 1 °F RA o 44,-a, -� 0 46.5 - EXIS .CONC. \ WELL 1 fn / r 10 BLO K WALL 46%0„ a7.s P P.WASTE ER YS M \� 440 0 1 EXISTING CONC. CURB - o 1 rI BYPASS TIMBER CURB 38.8 __44 7 3370' X45.5 m p F UN�EXI TI G VERTICAL 1X4 LATTICE o 26.2 \ LAMPPOST50 11 CE SP OL O WALL W/36 X 80 GATE 50.0 p9'o, 38 3 O -i % LEAVE 6" EXPOSED BOND STONE ROOF OVER GRAVEL AREA FOR STONE DRYWALL III( Ili �gE y CONC&SLATE 1 co LANDING py" DRAINAGE PERMEABLE PAVEMENT 37.8^;: 21, MIN. PER 12"OF HEIGHT l IIIII;. ;'il oR� i 1 ON COMPACTED AGGREGATE BASE COURSE S.C. AX N .I, ii S�. ll„ ( 01 ON EXISTING SOIL GRASS UPPER GRADE 1000-2 -01-0 III �s�"'� z AREA PERMEABLE w �E�IE U I.. l I Iil' F a o PAVEMENT Q �� 1 E 51.0 44.8 (, nin� l ! yI A 4 OF COMPACTED BASE- 30'-6"+/- 1; (' , \ p _ CLEAN COARSE AGGREGATE 1 "- 4so '8 5EXIS INIG DK'' FOR IMPROVED DRAINAGE I _ -- = LOWER GRADE 11 m Z - lil il, iI!I' (' III \ 200.00' FOUND G••� - I . _ - = PIPE 0 \rJ ^fl 51.2 O v BA K FILL N 39.0 \ \Evo r, o PERMEABLE PAVEMENT SAND &GRAVEL ((( o 4 SAND AND GRAVEL .... P. STEPS A ING �S " :ca 12"+/- ..: 4P2R6 L�`ND X 43.s 1 _ ................ 1000-22-01i 04 N L..._I 7.0. /- X 51.5 5.0'MIN.t ....!. ...t_... «..._L..............._.._....... - .... ......... 1 � \ WATER LINE 14 POOL HOUSFOR POOL E 6x6 ACQ PERMEABLE PAVEMENT NOTES AGGREGATE MATERIAL, OW IN FIN PRDIA A ES,ANGULAR IN SHAPE, RANGING IN SIZE FROM 3 8"TO 3/4" 1 BASE MATERIAL: A L L A ZE PROP. HOT TUB i �' I1�................... 2 DEEP D - 1 �N RM QUALITY THROUGHOUT SHALL BE w,. GUY WIRE $ 2 GRADED AGGREGATE MATERIAL OF UNIFORM PROJECT o , PROP. 20'x40' POOL SUBSTANTIALLY FREE FROM VEGETABLE MATTER, SHALE, LUMPS AND CLAY BALLS, ETC.LL NOT LOCK TOGETHER Ca m bo u ra ki s ................ .. o ao-o, 0 0 5�.3 1 40.o N �0 WHEN COMPACTED AND WILL NOT PROVIDE ADEQUATE SUPPORT OIRT UNDER THE PO OUS PAVE "� _..... PROP. POOL FENCE, - O �F + 1 INSTALLATION. BASE SHOULD BE A 3/8' O 3/8"CLEAN WASHED STONE. Residence 41.4 0 2 S S ' T - GATE HEIGHT 6' MAX., 4',MIN. rn X:t �° 16'-9"+/- X �O 0 4. BASE MAYBE REQUIRED TO BE THICKER IN APPLICATIONS WHERE HIGH WATER HOLDING 1 Fo L I' W PROP. POOL PATIO: o 00 CAPACITY IS NEEDED. CRUSHED ROCK, AS SPECIFIED ABOVE, HAS APPROXIMATELY 18%VOID PERMEABLE PAVER DRY JOINT 1 SILT FENCE OR 0 SPACE. ONE SQUARE FOOT OF BASE, 4"THICK WILL HOLD APPROXIMATELY 100 CUBIC INCHES j 0 OF WATER. 2" RAIN FALL PRODUCE 288 CF OF WATER. 12"THICK OF BASE COURCE WILL �°° 5.0'MIN. FILL�,,,3ADE-FL-t�S+i-TE3 HAY BALE, OR O z_ RETAIN THE 2" RAIN. I °F y + rf10 SURFACE, TYP. 3g' o" BOTH o XZ 6. INSTALLATION OF BASE: BASE MATERIAL SHOULD BE INSTALLED USING EQUIPMENT 50.4 b KEEP 1/3 MIN. SLOPE Site Plan a •� r CAPABLE OF SPREADING THE MATERIAL IN A EVEN FASHION. 1 h1" rt' ® 1 b 7. AREAS OF BASE WHERE SAND OR SILT BECOME MIXED TOGETHER WITH THE BASE R RYP 20.'0 W W' �j`'/ 1 ` 1/2"GALVANIZED THROUGH ROD @48"O.C. DURING INSTALLATION SHOULD BE REMOVED AND REDONE TO ENSURE ADEQUATE /' COMPACTION AND SUPPORT. 1 .75 PROP. 8' DIA. 6' DEEP DW GRAVEL 8. COMPACTING BASE: FINISHED BASE MUST BE COMPACTED UNIFORMLY TO A DENSITY OF S 11 W/GRATE 1 o NOT LESS THAN 95% OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180, METHOD z5.7s D. ENSURE THAT BASE IS INSTALLED AND COMPACTED A MINIMUM OF 6" BEYOND THE yo" 6'-6 +� 25 -8 +/- TRENCH DRAIN 637g PROPOSED AREA OF POROUS PAVE INSTALLATION. IF THE BASE MATERIAL DOES NOT HAVE �SEDNCo s � SETCONC °•. XTHE PROPER MOISTURE CONTENT TO ENSURE THE REQUIRED DENSITY, WET OR DRY THEProject number 23018 459 - - -o�- o p -_�/� �-�- - - MON BASE AS NECESSARY TO ACHIEVE 95%COMPACTION UNIFORMLY THROUGHOUT THE ENTIRE IW w S 4 "�� o\A a Q oODED a� - - 37.6 t AREA. o.00' Date 5/17/2024 TIMBER CURB Drawn by HA N/O/F\ NIKI MANGOS Checked by GB \ II ( v Site Plan T ical Sitework Details A• 0 1 N 1 r n 11 r n M 1 - 20-0 1/2 = 1 -0 Scale As indicated CN studio a/b architects POOLFENCE 651 West Main Street, TOP OF FENCE Riverhead, NY 11901 FOLLOWS GRADE 631 591 2402631 323 1426 APPROXIMATELY glynis@studioabarchitects.com 3 mailing address: A.20 PO Box 444, Orient, NY 11957 REPLACED DECK RAILING client: STONE DRYWALL EDGE, TYP. Maria & George Cambourakis site address: POOL FENCE 200 Cedar Drive, East Marion, NY 11939 i tel: 718.706.7196 Ext. 101 --: ! —.............- r email. g�c set- ny. om First G8 tax map# 1000-22-01-3 and-4 I I I- i ° ° —I ---I ----: e s Pa •P 'Pool Patio Level:_'... 11 i•,Q.. I '"P '•! _ — •1 : a 1 ....._....... ....._._____ — ._.__ .P I I : I : I I--1 1 —i I =: ;la •�` ;i- >v.o. Pi°+ •la tll I ail --i ai i= `I°la ---i °I•°I— ! !—i _.!. I I : . , .° , ; --- y J. .._.._... ......: I................. - _ F .....__ ...._ � ......_.._.... 1 _. ILL I I -___-� ---I I___..._ ! ;-----' I --I ;--; I i ;, ,;P—I --' -- ! I —I I— I— -'- -- -- !-_ ! ._._. I_.- —� ____ --- �--...._!-�• "'� — I_� ____ I� i— —I : I __i I I__—.I i._._.__' I '__—...._ 'I'--'--- i __....._ __—_I j _.._._..._' ;.e >.v_o•. .,> �v .`a"'t c°.`'"'a'•:v:..'`•,a ,:„_.._ •,! .___---.: i !._....._..._.. �_•`__�. i�•I _—____I .—_— ! ! ',,, ' I I I I ' ! I I — I -I -- -- - --1 I__._. __ �. _ _, - _-; ,_ _ - - I -- .. ---- ___ I ____ --- _ --- - : III I .................. __. . _._._.. i _.........I _....__. ......_..._.._. I ..............._ I ._..... _.... ..__. +... I I ...., I _ l..i�_ri�_I�I_�L�—:.I>-.I—...�I..�_..1�.._—.�... _I�—.�.a.._ .... .L1— II .. — _ I • I--_ I __ _I I_ _ i , , I I ail 11 f� : ! I II , I i . I ! II ! II I III 11 ! , I ! 111 , I ! ! II III I ► 11 I ! I I I ! I I-._ .i -- i.—._ I I ---_- ___ , !...._.__.._._. HOT TUB PROP. POOL PATIO: PERMEABLE PAVEMENT POOL STEP FILL GRADE FLUSH TO APPROX. EXISTING GRADE DRY JOINT PATIO SURFACE, TYP. ELEVATION VARIES ON 4"GRAVEL KEEP 1/3 MIN. SLOPE ON RECOMPACTED SOIL n West-East Site Section thru Pool1 _ 1/4" = 1'-0" 4 8 5 A.20 A.15 A.20 3 3 A.20 A.20 EXISTING DECK NEW RAILING RAILING TOP RAIL:4X4 CEDAR REPLACED FACE:STAINLESS STL WIRE @3 1r2"O.C. PROP. POOL ACCESS No. Description Date LANDING AND STEPS 3 A.20 r2 _ EXISTING DECK A•2 _ POOL PATIO _ PERMEABLE ``' `V) PAVEMENT Cl) POOL FENCE - 1"� 3 1/2" 3 1/2" '1" M ! EXISTING DECK - ON 4"GRAVEL - ON COMPACTED 3 1/2" 1a1 { - OIL I. .20 { POOL EQUIPMENT �� I I'I ao { _ 5'-0" B•6 — NEW DECK — M 116 31'-41/8"+/- 5'-0 = 5 { (2)-2X10 GIRDER 5'-0" Pool Patio Level_ _ _ _ _ — 441 _ 0�1 e 71+7 -'7' -6"+/�' I ! 4x4 ACQ POST I ' - --- ! � i � _ I I _ II j 4'-0" : ..... 12 =I I — — I -- - .. I-- ------ — , C-- -t POOL FENCE SLOPE 4{ 1/3(4/12) MAX. II I I I I - 2 o I_..--- --� POOL STEPS A.20 + 5.0' MIN. { ! - -- {, ---r---� - I {r ! - — 2 -0"I _ I-1 11= "I 1 I I=1 I I=1 6' /-DIA. HOT TUB -t ---`— I o I ' IIIIIIIIIIII—III- -IIIIIIIIIIII—III—III—III—III—III—III—III—III—I M � 2'-0"4'-01I —8'-6" —6'-6"-'-- 20'-0" I Section through Access Staircase to Pool n West-East Section at Acces Decks : I I 1/2" = 1'-0" 1/2" = 1'-0" nWest-EastSection at Access Staircase { ! ! ! ! I ! I POOLFENCE - -- - o 'l _.'._.._.._.. -- - -... -...__ E 6' MAX.,4Y FOLLOWS ........ I... HEIGHT G LL J GRADIN. I GATE - I o POOL SYSTEM NOTES: ' ,,, �7 v ALL WORK SHALL COMPLY WITH NYS RESIDENTIAL CODE, EXISTING BUILDING CODE, PLUMBING CODE, ---- ENERGY CONSERVATION CO— ! { i DE, AND ALL APPLICABLE CODES AND REGULATIONS. �2378I I I { SEE A.14 FOR SUMMARY OF NYS ENERGY CODE REQUIREMENTS. F NEON 3- ISER STEPS -�; .__— { SWIMMING POOL ! PROP. POOL PATIO: --" PERMEABLE PAVEMENT 1. DRAWINGS ARE DIAGRAMMATIC AND SHALL BE USED IN LAYOUT OF WORK. DO NOT SCALE THE 1 I......._......... 1............ { I DRY JOINT DRAWINGS. ON 4"GRAVEL 2. COORDINATE THE WORK WITH THE REQUIREMENTS OF ARCHITECTURAL DRAWINGS FOR v— - -- ON RECOMPACTED SOIL DIMENSIONS, LOCATIONS AND CLEARANCES. MAINTAIN MAXIMUM HEADROOM AND SPACE ---I - - I CONDITIONS. WHERE HEADROOM OR SPACE CONDITIONS APPEAR INADEQUATE,ARCHITECT SHALL i........_... ! ;.._........_.._ ! NG WITH INSTALLATION ; I + POOL FENCE FILL GRADE FLUSH TO BE NOTIFIED BEFORE PROCEEDING __ ! 3. IF DIRECTED BY THE ARCHITECT, MAKE MINOR MODIFICATIONS IN THE LAYOUT AS NEEDED TO PATIO SURFACE, TYP. PREVENT CONFLICT WITH WORK OF OTHER TRADES OR FOR PROPER EXECUTION OF THE WORK, u! KEEP 1/3 MIN. SLOPE —: : I— I _ I ! l ! 4. ALL WORK SHALL MEET OR EXCEED LATEST REQUIREMENT OF NATIONAL, STATE, COUNTY, PROJECT j ( j MUNICIPAL AND OTHER AUTHORITIES EXERCISING JURISDICTION OF THE WORK OF THIS PROJECT; 5.0, MIN. ANY PORTION OF THE WORK WHICH IS NOT SUBJECT TO APPROVAL OF AN AUTHORITY HAVING C a m bo u ra k I s WASTE FROM POOL HOUa JURISDICTION SHALL BE PROVIDED IN ACCORDANCE WITH NATIONAL FIRE PROTECTION HOUSE...4. ASSOCIATION REQUIREMENTS; COMPLY WITH APPLICABLE UTILITY COMPANY RULES AND REGULATIONS; COMPLY WITH OCCUPATIONAL SAFETY AND HEALTH ACT(OSHA) REQUIREMENTS. ReS I d e n Ce { i 5. SECURE PERMITS AND INSPECTION CERTIFICATES AND TRANSMIT SAME TO THE OWNER AT THE COMPLETION OF THE WORK. is 6 L ! { 6. CLOSELY SCHEDULE THE WORK SO THAT WORK WILL BE INSTALLED AT THE PROPER TIME WITHOUT .-- _ B9 � I �l` DELAYING THE COMPLETION OF THE ENTIRE PROJECT --- III --- 7. WHERE THE WORK WILL BE INSTALLED IN CLOSE PROXIMITY TO THE WORK OF OTHER TRADES, OR ! - ! WHERE THERE IS EVIDENCE THAT THE WORK WILL INTERFERE WITH THE WORK OF OTHER TRADES, -' ! I_- -) ;' '' ( I ARRANGE SPACE CONDITIONS TO MAKE A SATISFACTORY ADJUSTMENT. IF WORK IS INSTALLED Pool and Pool Patio I / WATER PJIAIN OR POOL AND BEFORE COORDINATING WITH OTHER TRADES, MAKE NECESSARY CHANGES TO THE WORK TO F B Q• — POOL HOUSE CORRECT THE CONDITION WITHOUT ADDITIONAL COST TO THE OWNER. V Plans -r- -.'I ..( -;-;I ' I 8. CONTRACTOR SHALL COORDINATE WITH PLUMBING CONTRACTOR AND PROVIDE NECESSARY -- -- ---- INFORMATION FOR THE POOL CONSTRUCTION. ° 9. CONTRACTOR SHALL VISIT THE PREMISES TO DETERMINE EXISTING CONDITIONS AND COMPARE .......... SAME WITH DRAWINGS AND SPECIFICATIONS AND SATISFY HIMSELF OF ALL CONDITIONS PRIOR TO _ THE SUBMISSION OF A BID PROPOSAL. I 10. CONTRACTOR SHALL PROPOSE ALL POOL AND HOT TUB SYSTEMS WHICH MAY INCLUDE, BUT NOT Project number 23018 B8 — — LIMITED TO LINING SYSTEM MATERIAL AND COLOR, EDGING DETAILS, COVER,WATER SUPPLY AND DISPOSAL, CIRCULATING, CLEANING, FILTERING, HEATING, LIGHTING SYSTEMS. Date 5/17/2024 ______..; ___. �- o PROVIDE COLOR SAMPLES OF LINING AND OTHERS FOR OWNERS SELECTION Drawn by g a o 11. ALL EQUIPMENT SHALL BE LABELED WITH SYSTEMS SERVICE; ALL PIPING SYSTEMS SHALL BE HA .........!......_I......... -- - o IDENTIFIED AS TO THEIR CONTENTS AND DIRECTION OF FLOW; ALL VALVES SHALL BE TAGGED WITH Checked by LO ! I .. I. ..!.._ A4 A5 A6 PYRAMID RULE MEASURE POINT TAGS AND VALVES CHART SCHEDULE FRAMED AND WALL MOUNTED WHERE DIRECTED. GB ►�� -- -- 1 7' +/ 12 CONTRACTOR SHALL INSTALL THERMAL INSULATING MATERIAL AROUND L O PROPERTY LINE ELEV. 4 - ND ALL HOT AND COLD PIPING. Poo . ! , - - - - A. 20 n l Patio' and P of House L youtN 1/8" = 1'-011 "' N Scale As indicated 6 pp 6 studio a/b architects ® (A6 A.21 A5 A4 69 �8.5 B(� A4 A5 UPPER FASCIA A.21 A6 B8 / B9 651 West Main Street, 1X3 ON 1X12 / Riverhead, NY 11901 j LAKE BOARD / 631 591 2402 1X3 ON 1X12 ��' 1X3 ON XLAKE RD 631 323 1426 o�J glynis@studioabarchitects.com 2X6 CEDAR I 'gl I I mailing address: PERGOLA RAFTER Q-�Q/-/ PO Box 444, Orient, NY 11957 @ 16 3/8" +/-O.C. LOWER FASCIA: 1X3 ON 1X6 2X6 ACQ LEDGER / - '/J client: (2)-2X6 ACQ GIRDER Maria & George Cambourakis POOL FENCE 2X6 CEDAR 1'-4 1/2" END BOARD POOL FENCE Ln POOL FENCE site address: ` 200 Cedar Drive, East Marion, NY 11939 tel: 718.706.7196 Ext. 101 BOT M FLU 3'-0" email: gjc@set-ny.com \ tax map#: 1000-22-01-3 and -4 1 i \ tl I Pool Patio Level Pool Patio Level — — — — I - _ 44 0 I '�H- _ I I I _— I I I I I I I -._.._.. _ I _ _.._..__ I I 1 1 i t III I 1 1 1 �-.- _. _ iI I � � I III ii , I I I i II I - _............ I I I I I _. I............. I I I I III I , I tom_: I — -- __._- - ---._ —: ._.- ____ - -: :- __..-: --III-- _,..._.__........._- _- _ __ _ I._..........I _................. ................... ._....... I.............._ I ........._........ 5' H SHOWER FENCE - III -! -- - -- - - ..........III................... ( ..._.__._ I............. .I ......__....._. I................._I I...._._.._.....I I I......._..... ..................I . .._.I I................. III III I I PARGED --- -- _ _ 1X4 CEDAR @ 4 O.C. 77 I -1 I --,•, I I- I - 2 Pool House North Elevation n Pool House West Elevation Pool House South Elevation n Pool House East Elevation 1/4 = 1 -0 1/4" = 1'-0" U 1/4" = 1'-0" 1/4" = 1'-0" B8 B8.5 B9 4X4 ACQ MIN. 2' MTL FLASHING ASPHALT SHINLES Y SUNKEN TO SOIL ASPHALTEL ELIL INSTALL POOL POOL PATIO ON 3/4" PLYWD SHEATHING 4X4 ACQ COLUMN ENCLOSURE LATCH ON 2X12 RAFTERS @16"O.C. ON 10" CYLINDRICAL A.21 X3 ON 1:XUPPER S2 IA AND LAKE BOARD: CONC. FOUNDATION INSTALL 3", R19 CLOSED CELL SPRAY FOAM INSILATION 2 0'- 1" I + 7 1/4" R30 MINERAL WOOL BAT INSULATION TOTAL R49 5' H SHOWER FENCE 5'-9" _ 5'-9 7/8 :�8�4 /4" 5'-9 7/8 VERTICAL 1X4 CEDAR No. Description Date @4"O.C., TYP. 36" M WALL: ��12•, _ 69 I SIDING(TYPE 2) I o i 16 17 ON 1" RIGID INSULATION 36" JACK STUD � CONTINUOUSLY (2)-1 3/4"x 3 1/2"LVL v ON WRB THERMAL ENCLOSURE EXTERIOR SHOWER — ON 1/2"PLYWD SHEATHING CEILING AND WALL RIGID INSULATION io + 12'-0" J ON 2X4 STUDS @16"O.C. 1/2"GWB PAINTED 40 36 1" RIGID INSULATION R10 BAR 3 1/2" MINERAL WOOL BAT POOL FENCE INSULATION R13 TOTAL R:�3 F� _ - 3'-0„ FASCIA: A.21 ;� , o 5 A.21 `;' Cl) 1X3 ON 1X6 6 �� o A.22 iv SOFFIT: w I I �, 1/2" PVC SHEET 1 I 8 22 a> M 68 - - - - ------- - - i bo 11 / 2' -0" 3'-9" I 3'-6" T-3" T-3" 2'-0" I � POOL PATIO 5'-9" 20'-0" FLOOR \\ 12"x 12"GREEN SLATE TILE r PARGED ON 4 CONCRETE `I " //�� ON 2 RIGID INSULATION F.F. ELEV.44-1/2 +/- /-A4 A5 A.21 6 A6 `� ON DAMPACTODING MIN. 1/50 SLOPE MIN. 1/50 SLOPE ON CC A.21 Pool Patio Level — — n Pool House Floor_ Plan 44' - 0" : = a a ° o. Pwo <4 • s ° P_o °e o �,� °,s P�o — - a� 00 __..._----.._. .._�......_ .I__..._.......j..._.._......_ .._........ -- ... —.1...._...._.. ...__...._—j..-- �:_.......__—I_._ '..._._....._—_..._L.._I_—.I...�..__I— .__...._ -..--.. 'a -- I ---- I _._.... _ —. - _._ __._..._ _._.. I- ._._... _..__._..... __._....... _...; I....._.. ._............. , _..__......... I I..._..._...._I __.. ................... ...... ...._._.... I._. _ I 2X6 CEDAR — -- - I - L I........—1 — I_- . :.: a. _._.._.. -..._......... =-- _...._ — _ ... I , - — TRENCH DRAIN_ f,:. .;, 4a.`, ° A — —I— — �..I __....... _._....._....I _....... _............ _. - - --- T 1- ..._..._.I � _ ; i _.....__.._..III--. __I _ ---__.. .___-I I __- I ----- -- ! --= -- I ___ _ __ ._ , I ---- --- __ I -_.. _ I ---_ I --1 I °'.. a. I�� ----I I I I_-----_I ---1 I -- -- � I _ --- , ___ � --I -- I — I I III -I P 4X4ACQ,COLUMNI —, .-.-. . — I — BELOW 6G�,OG' I --- — 2zX „xl ';— ____ --- — J ., .. � -- � -- !....__ I � —I. I----I IN,, I I @10 .... ---- I -- - _........ _.. ................ ( I_• _._... --- I --I -_.__ - I --- -I --- -- --- . •.�� .. -; , - , -.• : •� . 1._ . ,' - . -,: ...•: • � , , _ . ._. _ - „-.. :. .�; -.. .- -I _I_ I- I !_ - - - - — I— --- . - I I -_ _.. _ I — — �) 18; .o„_ — I— - — — F NEB ►__i �- -_....._ ..._..... - -IL_.__ ......... -- _ _..__. --- -- - - _ __ - -- _ ----.- --.-- -- _-- I - I _. _._ _ _ _ _ -..__...._ - r (2)-2x6 ACQ GIRDER - 1 I I : - I .__III._--_.__ _�:__:�_�--=�,-� I .-___� -� ---�_ I :___ I _-� (==_� I-�- -, � _. BELOW PERGOLA I I I I I ! _ — I a — I _ A �� - ° - �- 1 - I� = 1 —III-I � I- I : ----- I- I -I I _I I I... _.. .. ... ._ .... ... .. __ .._ _ ' ._ _..I .__ ... ... .. RAFTER1_I _._............ _....... _ _ ................... _..._..._..... _...---..._ ___.._ __............... .__...__. _...__ _...__ ........_. .._. _........ _._. - .._.. � ----- �-- -....- ---- . , 2X6 ACQ ..-.....____ —LJ - -1 I - �� off. 6 Pool House Typical South-North Section B 8.5 — d . B 8. 1/2" = 1'-0" PROJECT 4"CONCRETE SLAB ON GRADE ZRPF , Ca m bo u ra ki s ON SOIL FILLED BACK AND COMPACTED 2 A I Residence d d r a I I I I Pool House Plans :I ° _ I ------------ i Room Finish Schedule, Pool House 6 A A4 A5 6 A6 Finish Room# Room Name Floor Base Trim Wall Ceiling Comments Project number 23018 A4 A5 A.21 A6 A.21 Date 5/17/2024 P1 Pool House Lounge 12"x 12"Green 1x1 pine painted (Type 5/4 X 2 paint(Type 1/2"GWB paint(Type A,white) 1/2"GWB Painted (Type A,white) Slate tile D,white) D, white) Drawn by HA Q SEE S.02 FOR FOUNDATION TYPE A P2 Pool House Powder 12"x 12"Green 1x1 pine painted (Type 5/4 X 2 paint(Type 1/2"WRGWB Painted (Type B, 1/2"GWB Painted (Type A, white) Checked by GB v n Pool House Foundation Layout $ Pool House Roof DeckingLayout Room Slate tile D,white) D,white) white) " 1/4 — 1 -0 1/4 = 1 -0 A. ti SEE A.07 FOR POOL HOUSE EXTERIOR FINISHES / \■ 2 1 � N M 04 Scale As indicated studio a/b architects 651 West Main Street, Riverhead, NY 11901 631 5912402 631 3231426 2'-0„ glynis@studioabarchitects.com — mailing address: PO Box 444, Orient, NY 11957 B8.5 client: ° ° Maria & George Cambourakis I site address: 200 Cedar Drive, East Marion, NY 11939 tel: 718.706.7196 Ext. 101 1'-3" 2'-5" email: gjc@set-ny.com 2 tax map#: 1000-22-01-3 and-4 0 5 A.22 3 0o 4 I I A4 A5 1 Pool House Powder Room Plan 1/2" = 1'-0" B9 � B8.5 B8 A5 A4 B8 B8.5 B9 SEE A.21 FOR BUILDING CONST. SEE A.21 FOR BUILDING CONST. No. Description Date A4 A5 i I i �— SLOPED CEILING GWB PAINTED 2X6 CEDAR @16" O.C. 1l2"WRGWB 2X6 CEDAR @16"O.C. - — 1/2"WRGWB PAINTED PAINTED 1/2"WRGWB 1/2"WRGWB PAINTED PAINTED 2X6 CEDAR 2X6 CEDAR it i � 2 -0 - 1'-4 3/8" / \`, (2)-2X6 CEDAR 2XE CEDAR 13" 2X6 CEDAR � � � TOWEL BAR. i 78� 103/8 ` TOILET TISSUE HOLDER 24„ L 1'-3" 24" I o i 8„ / \\ o FIXED SHELF III io LID N \ / \ / duuudUl - I I e BRED A c( • - "< ,a.e e e a - 4 e Q .d. .d. -, - , aP e e d.ee - < d c ••e ...- I ARC ..........._ `..._. _ °- _ d_� _ ''•' P�C jam' t� _ __ _I I I y 1x1 BASE PAINTED 1x1 BASE PAINTED FIXED 1x1 EASE PAINTED PANEL' +(� n Powder Room North Elevation 3 Powder Room East Elevation � Powder Room South Elevation Powder Room West Elevation 1/ " = 1'-0"2 1/ " = 1 2 '-0" 1/2" = 1'-0" 5 1/2" = 1'-0" N9T0 37s k C4S! OF N�`s 18" 1 BALCK LAMINATE WOOD COUNTER PROJECT COUNTER ( MAPLE POLYURETHANE, I MAPLE POLYURETHANE, GLOSSY Cambourakis MIN. 6 COATS BALCK LAMINATE WOOD COUNTER 7 7 A.22 MIN. 6 COATS COUNTER Residence A.22 18" 18" END PANEL: „ MIDDLE WALL PANEL, 3/4"WHITE BULLNOSE 18 14 3/4 WHITE BIRCH c9 6 Ro 0�� OPEN SHELF PLYWD 81" BIRCH PLYWD CLEAR CEALER A,22 8 I 00 10 A.22 W/ONE ADJUSABLE SHELF CLEAR CEALER 1" DIA. BLACK PIPE TEE Pool House Details - FOOT REST: 1" DIA. BLACK PIPE 7 _ � UNDER COUNTER 471., � -!"`-,_y __� _. � �.FOOT REST REFRIGERATOR � \ _ _ 24 1/ I1 24" �` 1/2 8" STEEL BLACK PIPE SPACE %l i ' 1"DIA. BLACK PIPE ELBOW 1 DIA.(V (V (VMVERIFY SPACE SIZEM M Proje WITH - -__ - 1" 23018 DIA. BLACK PIPE FLANGE 15"x 15" °� ao I _.._ _._ Datect number5/17/2024 REFRIGERATOE SIZE .•�- BAR 9 ``"� FAUCET 3/4" �� 32„ 4" 73" 4" Drawn by HA Q A.22 3/4" 24" 3/ " 30" 3/4" 24" 3/4" Checked by GB U—) 24" 12" ti Pool House Bar Counter Detail T ical Section thru Bar Counter Bar Counter West Elevation Bar Counter South Elevation Bar Counter East Elevation A. 22 N 1/2" = 1'-0" 1/2" = 1'-0" 1/2" = 1'-0" U 1/2" = 1'-0" co Scale 1/2" = 1'-0" studio a/b architects 651 West Main Street, Riverhead, NY 11901 6313231426 A, A.2 A.2.4 A.2.5 A.3 nA2 A.2.4 A.2.5 A.3 SUPPLY WALL GRILL glynis@studioabarchitects.com UNLESS NOTED mailing address: OTHERWISE -- PO Box 44 Orient, N rie Y 11957 _- - B.3 client: \ / SUPPLY CEILING GRILL Maria & George Cambourakis site address: 200 Cedar Drive, East Marion, NY 11939 V tel: 718.706.7196 Ext. 101 \ I I I email gjc@set-ny.com .-..--.............. ..... ....................................._........... ...... ..... \ RETURN CEILING GRILL c@s n . tax map#: 1000-22-01-3 and-4 CB2 _ -�- 0----1p i DUCTED RUNS IN ATTIC ABOVE MULTI-P ION AIR HALLWAY. � t i _...... -- G UNIT ON ...... HAN _.,.._...... ' AREA COVERED WITH EXISTING HVAC SYSTE I \ F j '� j TO -- 2ND FLOOR iy -� .. ..__..., \ �. ... DUCTED RUNS IN B9 ...--------- -- -----._.__.-...._._ ..... -- - - \ ATTIC SPACE --------__------ --- --- - - - - - - - - r BETWEEN TW i � MINI-SPLIT SYSTEM CB. 1 -- - _ - - - - - r o _ _.._._..______... ROOF CONST. / j I EXTERIOR UNIT _...._.... B 8.5 HYBRID MINI SPLIT DUCTLESS 3>> MINI-SPLIT COOLING SYSTEM , AND DUCTED A/C AND HEAT I DUCTED A/C AND SUPPLY I SUPPLY INTERIOR UNIT PUMP SYSTEM EXTERIOR UNIT HEAT PUMP �� BATHROOM UNDER EXISTING DECK j SYSTEM EXTERIOR UNIT CEILING GRILL PED FLAT CEILING - - UNIT UNDER GRILL .::.:...:: EXISTING DECK -�" BATHROOM PARTITION MINI SPLIT DUCTLESS --- -- --------- -- -._-___-.__ INTERIOR WALL UNIT ° _ _ �� .: ____ � B.6 _ _ 4 5 A6 No. Description Date B.6 _ I I >, F,41f loor HVAC Layout 2Second Floor HVAC La out n Pool House Mechanical Layout 1 = 1'-0" 1/8" = 1'-0" 1/8" = 1'-0" - NOTE: ALL 2FL DOORS SHALL HAVE 1/2" UNDERCUT MECHANICAL NOTES: ALL WORK SHALL COMPLY WITH NYS RESIDENTIAL CODE, EXISTING BUILDING CODE, MECHANICAL CODE, ENERGY CONSERVATION CODE, AND ALL APPLICABLE CODES AND REGULATIONS. SEE A.14 FOR SUMMARY OF NYS ENERGY CODE REQUIREMENTS. 1. SUMMARY OF WORK: 1.1 HVAC CONTRACTOR SHALL PROPOSE ELECTRICAL HEATING AND AIR CONDITIONING SYSTEMS. HEATING AND COOLING EQUIPMENT IS SIZED PER ACCA MANUAL S BASED ON LOADS CALCULATED PER ACCA MANUAL J OR OTHER METHODS APPROVED BY THE CODE OFFICIAL. 1.2 ARCHITECTS' DESIGN LOADS ARE: FIRST FLOOR ADDITION: HEATING 6,850 BTUH, COOLING 15,000 BTUH SECOND FLOOR: HALLWAY& BATHROOM: HEATING 2,560 BTUH, COOLING 2,040 BTUH MASTER BEDROOM: HEATING 3,750 BTUH, COOLING 2,200 BTUH BEDROOM 1: HEATING 1,370 BTUH, COOLING 1,060 BTUH BEDROOM 2: HEATING 1,420 BTUH, COOLING 1,060 BTUH BEDROOM 3: HEATING 2,240 BTUH, COOLING 1,250 BTUH POOL HOUSE: COOLING 9,100 BTUH (COOLING ONLY) 1.3 PROPOSED SYSTEMS BY ARCHITECTS: MAIN HOUSE ADDITION: HYBRID MULTI-POSITION AIR-HANDLER UNIT+ MINI-SPLIT WALL UNIT FIRST FLOOR ADDITION INTERIOR UNIT: MINI-SPLIT WALL UNIT: MITSUBISHI MSZ-FS18NA SECOND FLOOR INTERIOR UNIT: MALTI-POSITION AIR HANDLER UNIT: MITSUBISHI SVZ-KP12NA MAIN HOUSE ADDITION OUTDOOR UNIT: MITSUBISHI MXZ-3C24NAHZ4 POOL HOUSE INTERIOR UNIT: MINI-SPLIT WALL UNIT: MITSUBISHI MSY-GS09NA POOL HOUSE OUTDOOR UNIT: MITSUBISHI MUY-GS09NA 2. DRAWINGS ARE DIAGRAMMATIC AND SHALL BE USED IN LAYOUT OF WORK. DO NOT SCALE THE DRAWINGS. 3. COORDINATE THE WORK WITH THE REQUIREMENTS OF ARCHITECTURAL DRAWINGS FOR DIMENSIONS, Al C LOCATIONS AND CLEARANCES. MAINTAIN MAXIMUM HEADROOM AND SPACE CONDITIONS. WHERE HEADROOM 0�5 pKl AR,/ tip, OR SPACE CONDITIONS APPEAR INADEQUATE, ARCHITECT SHALL BE NOTIFIED BEFORE PROCEEDING WITH w � r `L INSTALLATION. 4. IF DIRECTED BY THE ARCHITECT, MAKE MINOR MODIFICATIONS IN THE LAYOUT AS NEEDED TO PREVENT CONFLICT WITH WORK OF OTHER TRADES OR FOR PROPER EXECUTION OF THE WORK. 5. ALL WORK SHALL MEET OR EXCEED LATEST CODES AND REQUIREMENTS OF NATIONAL, STATE, COUNTY, 'PA a- MUNICIPAL AND OTHER AUTHORITIES EXERCISING JURISDICTION OF THE WORK OF THIS PROJECT;ANY PORTION 19 ' C 37B O OF THE WORK WHICH IS NOT SUBJECT TO APPROVAL OF AN AUTHORITY HAVING JURISDICTION SHALL BE OF N��! PROVIDED IN ACCORDANCE WITH NATIONAL FIRE PROTECTION ASSOCIATION REQUIREMENTS; COMPLY WITH - --' APPLICABLE UTILITY COMPANY RULES AND REGULATIONS;COMPLY WITH OCCUPATIONAL SAFETY AND HEALTH ACT(OSHA) REQUIREMENTS. 6. ALL WORK TO COMPLY WITH ENERGY STAR RATED HOMES. 7. SECURE PERMITS AND INSPECTION CERTIFICATES AND TRANSMIT SAME TO THE OWNER AT THE COMPLETION OF THE WORK. 8. CLOSELY SCHEDULE THE WORK SO THAT WORK WILL BE INSTALLED AT THE PROPER TIME 9. THE CONTRACTOR SHALL SCHEDULE CONNECTION TO EXISTING SYSTEMS AT A TIME THAT WILL BE CONVENIENT FOR THE OWNER AND CAUSE MINIMUM DISRUPTION TO ALL PARTIES INVOLVED. 10. CONTRACTOR MUST COORDINATE WORK WITH OTHER CONTRACTORS TO COMPLETE WORK. PROJECT 11. WHERE THE WORK WILL BE INSTALLED IN CLOSE PROXIMITY TO THE WORK OF OTHER TRADES, OR WHERE THERE IS EVIDENCE THAT THE WORK WILL INTERFERE WITH THE WORK OF OTHER TRADES,ARRANGE SPACE C a m bo u ra ki s CONDITIONS TO MAKE A SATISFACTORY ADJUSTMENT. IF WORK IS INSTALLED BEFORE COORDINATING WITH OTHER TRADES, MAKE NECESSARY CHANGES TO THE WORK TO CORRECT THE CONDITION WITHOUT ADDITIONAL COST TO THE OWNER. Residence 12. HVAC CONTRACTOR TO INFORM PLUMBER OF ALL NEEDS RE: SYSTEM 13. HVAC CONTRACTOR SHALL PREPARE AND SUBMIT FOR APPROVAL TERMINAL POINT TO TERMINAL POINT, �( p L COORDINATED AND INTEGRATED WIRING DIAGRAMS FOR ALL WIRING REQUIRING FIELD INSTALLATIONS BY THE ELECTRICAL CONTRACTOR. 14. THE. CONTRACTOR SHALL VISIT THE PREMISES TO DETERMINE EXISTING CONDITIONS AND COMPARE SAME WITH DRAWINGS AND SPECIFICATIONS AND SATISFY HIMSELF OFALL CONDITIONS PRIOR TO THE SUBMISSION OF A BID PROPOSAL. HVAC Layouts 15. PROVIDE ALL COMPONENTS SO THAT SYSTEM IS FULLY OPERATIONAL AND BALANCED. 16. PROVIDE ALL DRILLING, PATCHING, REPAIRS NECESSARY TO COMPLETE WORK AND LEAVE IN SAME CONDITION. 17. SITE TO BE CLEANED AND DEBRIS REMOVED AT END OF EACH DAY. 18. ALL REMOVED EQUIPMENT AND MATERIAL SHALL BE REMOVED FROM THE PROJECT SITE, OR TO A LOCATION AS DIRECTED BY THE OWNER. 19. NO STRUCTURAL ELEMENT IS TO BE CUT OR DRILLED WITHOUT THE ARCHITECT'S APPROVAL. 20. PROVIDE FIRESTOPPING AND FOAM INSULATION AT PENETRATIONS 21. ALL PIPES TO BE INSULATED Project number 23018 22. ALL EQUIPMENT SHALL BE LABELED WITH SYSTEMS SERVICE; ALL PIPING SYSTEMS SHALL BE IDENTIFIED AS TO THEIR CONTENTS AND DIRECTION OF FLOW; ALL VALVES SHALL BE TAGGED WITH TAGS AND VALVES CHART Date 5/17/2024 SCHEDULE FRAMED AND WALL MOUNTED WHERE DIRECTED. Drawn by HA 2 23. PROVIDE OPERATION AND MAINTENANCE MANUALS FOR ALL EQUIPMENT. PERFORM A LESSON/LABELING Q SESSION WITH OWNER FOR OPERATION OF THE INSTALLED EQUIPMENT, SYSTEMS AND CONTROLS. Checked by GB o 24. ALL EQUIPMENT SHALL HAVE 30"OF WORKING SPACE AND CLEARANCES IN COMPLIANCE W/CODES. bo 25. ALL EQUIPMENT SHALL BE RAISED A MIN. OF 8"ABOVE SLAB ON PAD OR BLOCK PLATFORM. M . 01 N O N C0 Scale As indicated LO - studio a/b architects A.2 A.24 A.25 A.3 \ i 651 West Main Street, I WASTE LINE TO Riverhead, NY 11901 TREATMENT UNIT 631 591 2402 ------ — — -- ------ - — - --- — — -- 631 323 1426 g y In'ss tudloabarchltects.com POOL HOUSE WATER B.3 — — I MAIN VALVE mailing address: I I i ---- sm I � ru.. PO Box 444, Orient, NY 11957 , —1— i - 0� 1 1/2"VENT EXTENSION THRU ROOF ELECTRICAL TANKLESS client: I 1 WATER HEATER! Maria & George Cambourakis /! UNDERCOLINTER MOUNT POOL HOUSE ROOF site address: 200 Cedar Drive, East Marion, NY 11939 tel: 718.706.7196 Ext. 101 email. gjc@set-ny.co m j — - ------ ----�--- -+�T _............__....__.............._............... 3 1 1 +I \ I r I I tax map#: 1000-22-01-3 and-4 VENT STACK - I W WC BAR I LAVATORY 1 WATER MAIN FOR I 1 POOL HOUSE FOR DRILLING I -`�� LOCATION ON JOISTS I - ^� 1 4"WASTE POOL HOUSE -� ---� \ Z+---�—_. ------------------+� 1 SEE STRUCTURE DRAWINGS 2 WASTE i TO TREATMENT UNIT I i I v � v I � i M 2 Pool House Plumbing Layout Copy 1 4 Plumb-Waste Riser Diagram, Pool House I; 1/4 = 1 -0 N.T.S. H&C SUPPLY LINES I I THROUGH PARTITION BELOW i� I :.... . ...... .. i i No. Description Date I: I _ : I I I 3/4" H.W. I HOT& COLD WATER 3/4"C.W. I SUPPLIES VERTICAL RUN GO DOWN IN TALL CABINET IN - KITCHEN BELOW , I I I I _ I 1 I I I I I I I G2 C) VENT STACK Second Floor Plumbing La out 237 3 1 1/4" = 1�-O" Plumbing Fixture Schedule OF NI~\N y ` Room Fixture Type Product Finish Note EXIKitchen Kitchen Double Bowl Sink, under mount Ruvati Urbana 33" Undermount Double Basin Stainless Steel Kitchen Sink, RVH8351 SS 'VENT TIG 2"VENT Kitchen Kitchen Faucet, single hole Vigo pre-rinse, Pulldown, 1.8GPM,VG02001 STK2 HRU ROOF 1 VENT(UNKNOWN) 1 THRU ROOF Kitchenette Kitchen Single Bowl Sink Reuse from existing kitchen 1 1 1 ROOF Kitchenette Kitchen Faucet Reuse from existing kitchen 1 j Master Bathroom Lavatory Wall-hung Sink w/van ifiycabinet Fresca Valencia 60"Wall Mounted/Floating Double Vanity Set with Wood Cabinet and Acrylic Vanity Top, ModeI:FC68360G0-D-I Gray Oak set of vanitty cabinet, 2-sink, 2-faucet, PROJECT 2 3 1 1 i i 3 1 1 2 and medicine cabinet Ca m bo u ra ki s 1 I I Master Bathroom Lavatory Sink Faucet included above chrome TUB WC LA V OR YI 1 I WC 2-LAVATORY TUB 1 `- Master Bathroom Tub, freestanding A and E Bath and Shower Retro 56" Free Standing Acrylic Soaking Tub with Center Drain, Drain Assembly, and Overflow-Includes Deck Mounted white Residence r-- 1 r---r---r--- r__�__ 1 I I 1 n Tub Fillerwith Hand Shower, Model:Retro j i I i i i i 1 1 j Mode I:WCOBT100360BNTRIM _ 2ND FLOOR Master Bathroom Shower Tub Filler set included above Ba L 0 KITCHEN i Master Bathroom Toilet TOTO Nexus 1.28 GPF One Piece Elongated Chair Height Toilet with Tornado Flush Technology-Seat Included, Model:MS642124CEFG#01 w/washlet SINK& DISH 2FL Bathroom Lavatory Wall-hung Sink w/vanity cabinet Fresca Senza 48"Wall Mounted/Floating Single Vanity Set with Wood Cabinet and Acrylic Vanity Top-Includes 39-1/2" Medicine Cabinet, Model: dark Slate Gray set of vanitty cabinet, 1-sink, 1-faucet, I FVN8348GG and medicine cabinet Plumbing Layout 2 I WASHER 2"WASTE i I 2 1/2" 2FL Bathroom Lavatory Sink Faucet included above 3"WASTE 1 WASTE 2FL Bathroom Alcove Tub Duravit Architec 66"Alcove Acrylic Soaking Tub with Right Drain and Overflow, Model:700407000000090 white 2FL Bathroom Shower Tub filler set Hansgrohe Croma Thermostatic Showerpipe 150 1-Jet with Tub Filler, 2.0 GPM, Model:27143001 chrome 1 1ST FLOOR 2FL Bathroom Toilet TOTO Aquia IV 0.9/ 1.28 GPF Dual Flush Two Piece Elongated Chair Height Toilet with Push Button Flush -Seat Included, cotton I 2 Model:MS446124CEMFGN#01 KITCHENETTE CLOTHS Pool House Powder Room Lavatory Sink Vigo Bavaro 14-1/2"Square Stone Composite Vessel Bathroom Sink, Model:VG04001 white 3 I SINK 2 WASHER Pool House Powder Room Lavatory Sink Faucet Vigo Dior 1.2 GPM Vessel Single Hole Bathroom Faucet, Model:VG03003CH brushed nickel WASTE i Pool House Powder Room Toilet TOTO Aquia IV 0.9/1.28 GPF Dual Flush Two Piece Elongated Chair Height Toilet with Push Button Flush -Seat Included, cotton Project number 23018 Model:MS446124CEMFGN#01 BASEM IT Pool House Bar Bar Sink Ruvati Tirana 15" Drop In Single Basin 16 Gauge Stainless Steel Bar Sink with Basin Rack and Basket Strainer, Model:RVH8115 SS Date 5/17/2024 SUMP Pool House Bar Bar Sink Faucet Elkay Avado 1.8 GPM Single Hole Pull Down Bar Faucet-Includes Escutcheon, Model:LKAV3032CR brushed nickel Drawn by HA 2 PUMP Hose Bib Non Freezing Hose Bib as per Plumber's recommendation Q Checked by GB 2,2 EXISTING HOUSE MAIN Pool House exterior Outdoor Shower Non Freezing Outdoor Shower as per Plumber's recommendation od Plumb-Waste Riser Diagram P . 02 N.T.S. o M Scale As indicated studio a/b architects 651 West Main Street, Riverhead, NY 11901 631 591 2402 631 3231426 glynis@studioabarchitects.com mailing address: PO Box 444, Orient, NY 11957 client: Maria & George Cambourakis site address: 200 Cedar Drive, East Marion, NY 11939 tel: 718.706.7196 Ext. 101 email: gjc@set-ny.com tax map#: 1000-22-01-3 and -4 I i ON SOFFIT, TYP. __..__.........._........_......_..__._........_... I F A 3 3 j A , 3 A A A3 A3 J :_... .. ._._....__........__._.__J , B � � I U LU DIM C/) U W i .' UNDER COUNTER CO W MOUNT ELECTRICAL _ B HOT WATER HEATER O Z ABOVE COUNTER — — ABOVE LOWER COUNTER Ly + + UNDER COUNTER REFRIGERATOR 00 ' No. Description Date ----- Z TAPE LIGHT °1 UNDER UPPER COUNTER a ' C - B B B B f TV101 s F B i G _._....... I B _ I SUB PANEL 18"AFF,TYP.UNLESS NOTED B OTHERWI E ' I n Pool House Electlical Layout B 1/4" = ' -0"V B — r s i B i I B 5� QED R� B Aq� 'IT C1� 6-"'k sb�� N E`N VOICE, DATA ZA T PROJECT C b kis B !� r am ours i) G i. G G h j Lighting Fixture Schedule Residence I;( Lighting Fixture '' # Lighting Fixture Type Product Finish Bulb Note f6Y5 L 0 l7 B I il A A A Ceiling Recessed fixture WAC Aether 2" Downlight Trimless Round, R2ARDL-F927-WT white 2700K, F 40° beam, 15W LED, CRI 90 WAC: Electrical Layouts www.waclighting.com A2 Ceiling Recessed adjustable fixture WAC Aether 2"Adjustable Trimless Round R2ARAL-F927-WT white 2700K, F 40' beam, 15W LED, CRI 90 A3 Ceiling Recessed fixture WAC Aether 2" Downlight Trim Squre, R2ASDT-F927-WT white 2700K, F 400 beam, 15W LED, CRI 90 B Track and Head WAC Exterminator II 14W H/J/L Track Luminaire, on H track, white 2700K, 14W LED, CRI 90 H-1014F-927-WT C1 Wall mount wet location fixture WAC Nightstick Bathroom Sconce 3000K, WS35849-WT white 3000K,44W LED, CRI 90 C2 Wall mount wet location fixture WAC Nightstick Bathroom Sconce 3000K, WS35837-WT white 3000K, 34W LED, CRI 90 D Industrial strip Light Lithonia Contractor Dual Strip 48"Wide Integrated LED Commercial 4000K,22W LED, CRI 80 Project number 23018 Strip Light From the Contractor Select Collection, CDs L48 MVOLT DM 40K 80CRI WH Date 5/17/2024 E Exterior Wall mount fixture Cooper Lumiere Eon 303 W2 LEG-B2-2700-UNV-T2-CS City Silver 2700K, 15.5W LED, CRI 95 Drawn by HA 11 Q n Sec;ond Floor Electrical Layout Checked by GB N 1/4/4 1 0 00 E . 02 N Cl) Scale 1/4" = 1'-0" LO PROJECT GENERAL NOTES: BUILDING DEPARTMENT NOTES: LIST OF DRAWINGS: studio a/b architects Addition to Cam bou rakis Residence THE FOLLOWING NOTES SHALL APPLY THROUGHOUT. EXCEPTIONS ARE SPECIFICALLY NOTED ON THE FOLLOWING NOTES SHALL APPLY THROUGHOUT. 1 /32 T.01 TITLE SHEET 651 West Main Street, EACH DRAWINGS. .2 A01 Site Plan Riverhead, NY 11901 1. ALL WORK SHALL BE EXECUTED IN FULL COMPLIANCE WITH THE APPLICABLE PROVISIONS OF ALL 631 591 24 1. ALL WORK OF THIS CONTRACT SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF LAWS, BY-LAWS, STATUTES, ORDINANCES, CODES, RULES, REGULATIONS, AND LAWFUL ORDERS 02 631 3231426 02 Owner: THE NEW YORK STATE (NYS) RESIDENTIAL CODE OF PUBLIC AUTHORITIES BEARING ON THE PERFORMANCE AND EXECUTION OF THE WORK. 4 A.03 Basement Plan Maria and George J. Cambou rakis NYS ENERGY CONSERVATION CONSTRUCTION CODE THE CONTRACTOR SHALL PROMPTLY NOTIFY THE TOWN AND ARCHITECT/ENGINEER OF ANY 5 .04 First Floor Plan glynis@studioabarchitects.com NYS FIRE CODE PORTIONS OF THE WORK IN THE CONTRACT DOCUMENTS THAT ARE AT VARIANCE WITH THE 6 A. Second Floor Plan 40-12 28th Street NYS PLUMBING CODE ABOVE. mailing address: Long Island City, NY 11101 NYS MECHANICAL CODE 2. ALL MATERIALS,ASSEMBLIES, FORMS METHODS OF CONSTRUCTION AND SERVICE EQUIPMENT 7 A.06 Wall Types, Insulation Schedule PO Box 444, Orient, NY 11957 Phone: 718.706.7196 NYS FUEL GAS CODE SHALL MEET THE FOLLOWING REQUIREMENTS: 8 A.07 ations 1 and Exterior Finis chedule e-mail: gjc@set-ny.com APPLICABLE SUFFOLK COUNTY HEALTH REGULATIONS AND STANDARDS a) THEY SHALL HAVE BEEN ACCEPTABLE TO THE SOUTHOLD BUILDING DEPARTMENT. 9 A.08 Eleva ' s 2 TOWN OF SOUTHOLD REGULATIONS b) THEY SHALL HAVE BEEN ACCEPTED FOR THE USE UNDER THE PRESCRIBED TEST METHODS BY 10 A.09 Building S ion 1 client: OTHER AGENCIES HAVING JURISDICTION ON THE WORK OF THIS CONTRACT, THE REGULATING AGENCIES. 11 A.10 Building Sectio Site Address: 3. MATERIALS OR ASSEMBLIES REQUIRED TO HAVE A FIRE RESISTANCE RATING SHALL COMPLY 12 A.11 Building Sec' 3 Maria & George Cambourakis 200 Cedar Drive, 2. DRAWINGS ARE NOT TO BE SCALED. USE DIMENSIONS ONLY, ALL DIMENSIONS AND CONDITIONS WITH ONE OF THE FOLLOWING: SHOWN AND ASSUMED ON THE DRAWINGS MUST BE VERIFIED AT THE SITE BY THE CONTRACTOR a) THEY SHALL CONFORM WITH EITHER THE APPLICABLE CODES OR 13 A. Schedul 1 site address: East Marion, NY 11939 BEFORE ORDERING ANY MATERIAL OR DOING ANY WORK. ANY DISCREPANCIES IN THE DRAWINGS b) THEY SHALL HAVE BEEN TESTED IN ACCORDANCE WITH ASTM E119, STANDARD METHODS OF 14 A.13 Sch les 2 200 Cedar Drive, East Marion, NY 11939 AND SPECIFICATIONS SHALL BE REPORTED TO THE ARCHITECT. NO CHANGE IN DRAWINGS OR FIRE TESTS OF BUILDING CONSTRUCTION AND MATERIALS AND ACCEPTED BY THE SOUTHOLD 15 A.14 pical Thermal Protection Detai tel: 718.706.7196 Ext. 101 Tax Map#: SPECIFICATIONS IS PERMISSIBLE WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT/ENGINEER. TOWN BUILDING DEPARTMENT 1000-22-01-3 and-4 16 A.15 Typical Details email: gjc@set-ny.com NO WORK SHALL PROCEED UNTIL SUCH DISCREPANCY HAS BEF-A RECTIFIED. (OR) 17 A Staircase and Pantry Details c) THEY SHALL HAVE BEEN ACCEPTABLE PRIOR TO THE EFFECTIVE DATE OF THE CODE. tax map#: 1000-22-01-3 and-4 architect: 3. THE ARCHITECT/ENGINEER HAS INDICATED AND ESTIMATED CERTAIN CONDITIONS EITHER NOT 4. ALL MASONRY UNITS SHALL CONFORM TO THE BUILDING CODE. 18 A.17 Kitchen Details 1 studio a/b architects SHOWN OR NOT CONSIDERED RELIABLE ON OLDER DRAWINGS FURNISHED TO THE ARCHITECT, OR 5. THE CONTRACTOR SHALL OBTAIN EQUIPMENT USE PERMITS REQUIRED IN ACCORDANCE WITH 1 A.18 Kitchen Details 2 NOT MEASURABLE DUE TO ABSENCE OF DRAWINGS, OR INACCESSIBLE TO VERIFY IN THE FIELD THE BUILDING CODE. 24190 MAIN ROAD PRIOR TO PREPARING THE DRAWINGS. 6. ALL NEW WORK SHALL COMPLY WITH ANSI 117.1 2010 AMERICAN NATIONAL STANDARD 21 A.20 Pool and Pool Patio Plans ORIENT, NY 11957 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. 23 A.22 Pool House Details T: 631 323 1426 4. ALL WORK ON THESE DRAWINGS SHALL BE CONSIDERED NEW WORK WHETHER STATED OR NOT, 7. ALL NEW INTERIOR WALL AND CEILING FINISHES SHALL HAVE A FLAME-SPREAD CLASSIFICATION OF 21 Pee' Heidse Plans e-mail: glynis@studioabarchi•tects.com EXCEPT WHERE SPECIFICALLY NOTED AS "EXISTING TO REMAIN". NOT GREATER THAN 200, SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450, AS PER SECTION . u.PROVAL hideaki@studioabarctiitects.com R302.9 (NYS RESIDENTIAL CODE). 24 S. Structural Notes 5. COORDINATION OF ALL WORK UNDER THIS CONTRACT SHALL. BE MAINTAINED TO ENSURE THE 8. ALL NEW THERMAL AND SOUND-INSULATING MATERIALS SHALL COMPLY WITH SECTION R302.10(NYS 25 S.02 dation Layout QUALITY AND TIMELY COMPLETION OF THE WORK/PROJECT. RESIDENTIAL CODE). 26 S.03 1 FL De ' Layout 9 THE CONTRACTOR IS RESPONSIBLE FOR FILING APPLICATIONS AND OBTAINING PERMITS FOR 27 S.04 2FL and Roof ng Layouts 6. THE CONTRACTOR SHALL DISCONNECT AND/OR REMOVE ANY EXISTING PLUMBING, ELECTRICAL SCAFFOLDING,ANY OTHER CONSTRUCTION EQUIPMENT OR PUBLIC PROTECTIVES REQUIRED TO 28 M.01 HVAC uts FIXTURES, WIRE CONDUITS, OR OTHER WORK WHICH MIGHT INTERFERE WITH THE WORK OF THIS ENSURE SAFETY OF OPERATION. CONTRACT. 29 P.01 bing Layouts SUMMARY O F WORK ZONING: 30 P. Plumbing Layout 2 7. THE CONTRACTOR SHALL PATCH AND REPAIR ALL DAMAGED OR EXPOSED SURFACES DUE TO 31 .01 Electrical Layouts 1 CONTRACT WORK. ALL NEWLY INSTALLED, PATCHED WORK AND ALL AFFECTED AREAS SHALL BE ZONED: R40 THE SUMMARY OF WORK SHALL INCLUDE BUT IS NOT LIMITED TO: FINISHED SO THAT THE ENTIRE HORIZONTAL OR VERTICAL SURFACE TO THE CLOSEST CORNER IN ALL FOUR DIRECTIONS MATCHES SCHEDULED CONDITIONS. REQ. EXISTING PROPOSED 1. BASEMENT ALTERATION LOT AREA................................ 40,000 .................... 36,643 ................... SAME AS EXISTING NC 1.1 CONVERT EXISTING LAUNDRY ROOM TO A KITCHENETTE 8. FURNISH ALL NECESSARY NEW MATERIALS AT NO ADDITIONAL COST TO THE CLIENT FOR THE LOT WIDTH ............................... 150 ......................... 196 .................•. SAME AS EXISTING OK 1.2 CREATE A NEW LAUNDRY ROOM AT OFF-GARAGE FOLLOWING CONDITIONS: LOT DEPTH ............................... 250 ......................... 200 ................... SAME AS EXISTING NC 1.3 ADD AN EGRESS WINDOW a) ANY ALREADY COMPLETED WORK THAT HAS BEEN REMOVED OR DAMAGED IN ORDER TO FRONT YARD ........................... 50 ........................... 33.7 ................... SAME AS EXISTING NC PERFORM THE CONTRACT WORK. 1 SIDE YARD ............................ 15......................... . 37.4 SAME AS EXISTING OK b) TO FURNISH THE WORK OF THIS CONTRACT IN WORKMANLIKE. MANNER. 2. SIDING AND RESIDING ENTIRELY b) SIDE YARDS .......................... 35........................... 139.9 ................... 123.4 OK 3. FIRST FLOOR ADDITION AND ALTERATION 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATEUV BRACING AND PROTECTING ALL REAR YARD ............................. 50........................... 81.2 .................... SAME AS EXISTING OK 3.1 ADDITION: NEW KITCHEN WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, DISTORTIONS AND OFF LIVABLE FLOOR AREA............ 850 MIN. ................ 1,677.57...................2,838.56 OK 3.2 ALTERATION: CREATE A DINING ROOM, PANTRY, AND STAIRCASE TO SECOND FLOOR, BY REMOVING ALIGNMENTS ACCORDING TO CODES AND STANDARDS OF GOOf_? PRACTICE. BUILDING AREA............................... HOUSE .......... 1,677.57...................1,677.57 EXISTING BEDROOMS; CREATE WIDER LIVING ROOM BY REMOVING EXISTING KITCHEN ADDITION ....... ...................481.05 10. DETAILS NOT SHOWN OR SPECIFIED BUT NECESSARY FOR in ROPER AND ACCEPTABLE DECK .......... 1,162.67.................. 1.162.67 4. SECOND FLOOR ADDITION CONSTRUCTION INSTALLATION OR OPERATION OF ANY PART OF THE WORK AS DETERMINED BY DECK ADDITION ... ......:........... 75.36 4.1 MASTER BEDROOM WITH MASTER BATHROOM, 3-BEDROOMS AND A SHARED BATHROOM CLIENT OR ARCHITECT/ENGINEER SHALL BE INCLUDED IN THE WORK THE SAME WAY AS IF HEREIN POOL ........ ................... 821.33WINDOW NOTES: SPECIFIED OR INDICATED. POOL HOUSE ... .................. 33 333.24 24 5. POOL AND POOL HOUSE ADDITION TOTAL ........... 2,840.24 .................. 4,551.22 No. Description Date 5.1 ADD SWIMING POOL AND POOL HOUSE IN THE REAR YARD SOUTH 11. WHERE MANUFACTURERS NAMES AND PRODUCT NUMBERS ARE INDICATED ON DRAWINGS, IT COVERAGE ................................ 20% MAX. ............. 7.75% .................. 12.4% ' OK 1. ALL WORK IS TO CONFORM TO ALL APPLICABLE REQUIREMENTS OF LOCAL GOVERNING CODES, NYS, SHALL BE CONSTRUCTED TO MEAN THE ESTABLISHMENT OF QUALITY AND PERFORMANCE HEIGHT IN FEET....................... 35 MAX. .............. .. 15.8 .......... ....... 27.3 OK DEPT, OF LABOR, INDUSTRIAL LABOR CODE, RULE 21, HEALTH CODE, FIRE DEPARTMENT 6. ALL RELATED MECHANICAL, PLUMBING AND ELECTRICAL WORK STANDARDS OF SUCH ITEMS. ALL OTHER PRODUCTS MUST BE SUBMITTED TO THE ARCHITECT FOR HEIGHT IN STORY 2 1/2 MAX. ............. 1 .....I............ 2 OK REGULATIONS, NBFU AND UTILITY CODES, OSHA CODES AND NYS BUILDING CODES. APPROVAL BEFORE THEY SHALL BE DEEMED EQUAL, 2. ALL EXTERIOR WINDOWS TO MEET LARGE MISSILE IMPACT TESTING AND 130 MPH 3 SEC. GUSTS. ACCESSORY BUILDING OTHERWISE PROVIDE PROTECTION PANEL AS PER NYS RESIDENTIAL CODE R301.2.1.2 12. FIRE STOPPING SHALL BE INSTALLED AT ALL PENETRATIONS OF FIRE RATED CONSTRUCTION AS POOL HOUSE 3. SAFETY GLASS REQUIRED IN ACCORDANCE WITH NYSBC SECTIONS 716.1.2.1 AND 2406. THE OWNER RETAINS THE RIGHT TO INCLUDE OR REMOVE ANY ITEMS ABOVE FROM THE CONTRACT. PER SPECIFICATIONS. MAX. HT./SETBACK.......... 18/5 ................... .........I......... 14.5/7.76 (TO SIDE) OK 4. ALL CONTINUOUS INTEGRAL PULLS TO HAVE ROUNDED AND SMOOTH EDGES. 13. SIZE OF MASONRY UNITS AND WOOD MEMBERS ON PLANS, BUILDING ELEVATIONS AND SECTIONS MAX. AREA .................. 660 ................... .................. 333.24 OK 5. INTERIOR WINDOW SILL STOOLS AND APRONS SHALL HAVE CLOSED END CAPS, SAME GAUGE AS STOOLS. i ARE SHOWN AS NOMINAL SIZE. GFA ...................................... 4,848.20 HOUSE ................................ 1,677.57 14. DIMENSIONS ON PLANS ARE INDICATED FROM SURFACE TO SURFACE BETWEEN WALLS, 1FLADDITION ...................... , DOOR NOTES: PARTITIONS AND OTHER ITEMS EXCLUSIVE OF FINISHES, UNLESS NOTED OTHERWISE. 2FL ADDITION ......................1194.84 194. POOL HOUSE ..................... 333.24 1. ALL EXTERIOR DOORS SHALL HAVE AMAXIMUM OPENING FORCE OF 8.5 LBS,AS PER ANSI 117.1 15. PROVIDE GUARDS, RAILS, FENCES, CATCH PLATFORMS, DECKING, NIGHT LIGHTING, ETC., AS TOTAL ............................... 3,71.80 OK 2. ALL EXTERIOR DOORS WITH GLAZING TO MEET LARGE MISSILE IMPACT TESTING AND 130 MPH 3 SEC. REQUIRED BY THE REGULATING AGENCIES TO PROVIDE ADEQUATE PROTECTION. PYRAMID RULE......................... 10+45 DEG OK SEE SITE PLAN & ELEVATIONS GUSTS. OTHERWISE PROVIDE PROTECI,'ON PANEL AS PER NYS RESIDENTIAL CODE R301.2.1.2 3. ALL DOORS TO HAVE SAFETY GLASS IN C;UMPLIANCE WITH SECTION 2406(NYSBC). 16. THE CONTRACTOR SHALL KEEP WORK SITE FREE FROM DEBRIS AND ACCUMULATED REFUSE, OPTIONS AND SHALL HAVE SOLE RESPONSIBILITY FOR PROTECTING ALL DANGEROUS AREAS FROM ENTRY BY UNAUTHORIZED PARTIES. SITE WILL BE LEFT BROOM CLEAN AT THE END OF EACH WORKING DAY THE FOLLOWING ARE OPTIONAL BID ITEMS. PLEASE PROVIDE SEPARATE ESTIMATES ADDING OR CODE COMPLIANCE: SUBTRACTING FROM THE 131D PRICE FOR EACH ITEM. THE OWNER WILL DECIDE FINAL INCLUSION OR NOT 17. THE CONTRACTOR SHALL MAINTAIN FREE AND UNOBSTRUCTED ACCESS FROM ALL SPACES AND OTHER NOTES: IN CONTRACT. ADJACENT SPACES THE EXTERIOR OF THE BUILDING AT ALL TIMES. I.) Use(s)and Occupancy Classification(s): Single Family Residence 2.) Height and Fire Area: 27.3% 2 stories; Fire Area n/a 1. SEE STRUCTURAL DRAWINGS FOR ALL CONCRETE, STRUCTURAL PANELS, AND STEEL NOTES AND (NO OPTIONS ARE INCLUDED) 18. THE CONTRACTOR SHALL, UNLESS OTHERWISE PROVIDED IN THE CONTRACT DOCUMENTS, 3.) Type of Constructibri.Type VB, 2x4(as existing) platform construction, same as existing TESTS. SECURE AND PAY FOR REQUIRED INSPECTIONS, PERMIT(S), FEES, LICENSE AND INSPECTIONS 4.) Structural Design criteria: Engineered. MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR RELATED NOTES. NECESSARY FOR THE PROPER EXECUTION OF THE WORK. 5.) Framing elements: See Structural Drawings 2. SEE 3. SEE ME ME FOR SUMMARY OF NYS ENERGY CODE REQUIREMENTS ` 6.) Design load calcullations: See Structural Drawings 19. MINIMALIZATION, SEPARATION,AND RECYCLING OF WASTE ARE ENCOURAGED. 7.) Glazing protection.Required (Wind Speed 130 mile zone; 0.3 mile(<1 mile)to coast line) Provide Hurricane resistant rated windows and/or protection panels, as per Window and Door Schedule ABBREVIATIONS: 20. ADDITIONAL NOTES WHICH ARE APPLICABLE TO THE PROJECT i MAY BE FOUND THROUGHOUT THE 8.) Load paths from roof to foundation: See Structural Drawings CONTRACT DOCUMENTS. 9.) Nailing and/or coninection schedule, framing details: See Structural Drawings AFF ABOVE FINISHED FLOOR INSUL. INSULATION 10.)Means of Egress(R310 Emergency Escape& Rescue Openings): See Window Schedule and Floor Plans ALUM. ALUMINUM INS. INTERIOR 21. COPYRIGHT @2024, STUDIO A/B ARCHITECTS 11.)Plumbing riser diagram: See Plumbing Drawings & AND L.F. LINEAR FOOT THE ARCHITECTURAL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STUDIO A/B ARCHITECTS 12.)Location of fire protection equipment, i.e. smoke alarm: See Electrical Drawings APPROX. APPROXIMATELY L.P. LOW POINT AND WERE PREPARED AS AN INSTRUMENT OF SERVICE TO THE :OWNER AT HIS/HER REQUEST. THEY 13.)Truss design drawings with certification: n/a ARCH. ARCHITECT MAT. MATERIAL LOCATION MAP: MAY NOT BE DUPLICATED OR USED IN PART OR IN WHOLE FOR ANY OTHER LOCATION, PURPOSE, 14.)Energy calculations from design professional: see Rescheck report attached. @ AT MAX. MAXIMUM PROJECT OR OWNER WITHOUT THE EXPRESS, WRITTEN CONSE,,'T OF STUDIO A/B ARCHITECTS. 15.) Manual J calculations: see attached. BLD'G BUILDING MACH. MECHANICAL .. w. ..... ..w"...........,....,,.,,, ,� � r OTHER REGULATORY REQUIREMENTS: MEMBRANE BOTTOM OF �� U C.I.0 I CAST IRON MIN B MINIMUM :...:. .....;. rw CL CENTER LINE MTD MOUNTEDp ARCy .: .,, Department: waste tem i proposed an permit�s o progress HealthRequired. New system s r E / " :.< :_..,.: A_ CONTROLLED INSPECTIONS AND TESTING AS REQUIRED BY THE DOCUMENTS CLIENT ANU THE DEC: Not Required CLO. CLOSET N.I.C. �� AR112 FO METAL PROJECT SITE; ,,..., :. . NOT IN CONTRACT � v� ,� `" Board of Trustee: Not Required`'' = ';`""' SOUTHOLD BUILDING DEPARTMENT CMU CONCRETE MASONRY UNIT NO. NUMBER ,. q Planning Board: Not Required COL. COLUMN NOM. NOMINAL W z fir• t R ired R FOR CONTROLLED INSPECTIONS AT q � LE THE CONTRACTOR MUST NOTIFY THE ARCHITECT OR ENGINEER ZBA• No e u' CONC. CONCRETE NTS NOT TO SCALE a LEAST 72 HOURS BEFORE THE SPECIFIC WORK COMMENCES. FLOOD ZONE: X CONT. CONTINUOUS PLY PLYWOOD \ C.J. CONTROL JOINT O.C. ON CENTER �, 319,, �� R RADIUS CU.FT. CUBIC FEET< RAILG RAI ING �r� OF CU.YD. CUBIC YARD REINF. REINFORCING x. at SITE SAFETY AND PROTECTION NOTES: DET DETAIL R.D. ROOF DRAIN DIA. DIAMETER READ. REQUIRED �O a 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SITE SAI'ETY ISSUES, MEETING ALL DIM. DIMENSION RM ROOM f JURISDICTIONAL AND OSHA REQUIREMENTS. DIM DIMMER SF SQUARE FEET �o r• DR. DOOR SIM. SIMILAR 2. SITE SAFETY PROTECTIONS SHALL INCLUDE, BUT SHALL NOT BE LIMITED TO, EGRESS, SCAFFOLDING, DWG DRAWING SPEC. SPECIFICATION FIRE PROTECTION, TRIP HAZARDS PROTECTION, ETC. THEY SHOULD ADDRESS ANY POTENTIAL A E.J. EXPANSION JOINT S.S. STAINLESS STEEL O INTERACTION BETWEEN THE EXISTING USE, GENERAL PUBLIC AND EXPOSURE TO THE CONSTRUCTION ELEV. ELEVATION STD. STANDARD N PROCESS. O ma\ ELEC. ELECTRIC STL. STEEL PROJECT ENT. ENTRY TBD TO BE DETERMINED C a m bo u ra ki s 2a EQ. EQUAL TEL. TELEPHONE EQUIP. EQUIPMENT TH. THICKNESS EXIST. EXISTING TYP. TYPICAL Residence ERV ENERGY RECOVERY VENTILATION T.O. TOP OF EXT. EXTERIOR U.O.N. UNLESS OTHERWISE NOTED FF FINISHED FLOOR V.I.F. VERIFY IN FIELD ��© L FIN. FINISH OR FINISHED W WIDTH FL. FLOOR W/ WITH TI 41 FLASH G FLASHING WD WOOD �� < F.P. FIRE PROOFING W.R.B. WATER RESISTIVE BARRIER TLE SHEET FT FEET WWF WELDED WIRE FABLIC GA GAUGE GALV. GALVANIZED w G.C. GENERAL CONTRACTOR GL. GLASS GWB GYPSUM WALL BOARD H OR HT HEIGHT H.P. HIGH POINT HRDWD HARDWOOD Project number 23018 HRV HEAT RECOVERY VENTILATION Date 5/17/2024 HVAC HEATING VENTILATING AND ." H." HORZ HORIZONTAL AIR CONDITIONING Drawn by .. Checked by GB c' s• "<.. ti 01 Scale As indicated r SITE DRAINAGE NOTES: STORMWATER RETENTION CALCULATIONS: PERMEABLE GRADE SURFACE studio a/b architects m FLOW L -� rr ADDITION ROOF: 481 SQ. FT. O - � 1. All Below Grade Drainage Pipe shall be 4 Diameter Class 2400 Pipe. 24 +/_ 651 West Main Street, li 481 SQ. FT.X 2 INCH/hr RAIN = 80.18 CUFT z_ F-W �- 2. All Pipe Connections shall provide for Water Tight seals to prevent leakage. Riverhead, NY 11901 USE 8' DIA. POOL WITH 42.24 CUFT/VF GRAVEL FILLED W J 3. All vertical and horizontal changes in Pipe direction shall utilize 90 degree sweeps or a 631 591 24 80.18 CUFT/22.35 CUFT/VF= 3.59 VF REQUIRED 631 3231426 combination of two(2)-45 degree angle bends to provide for a uniform flow in all directions. TRENCH ..�' n USE (2)-POOL, 6 FT DIA. 2 FT DEEP LEACHING POOL - _ _ - I nis s � � � ,� � � -B-SIN 4. All Horizontal Drainage Pipe shall have a minimum pitch of 1/4 per foot. + g y @ tudioabarchitects.com ,� 5. All Class 2400 Pipe connections,where required, shall be fully grouted to Precast "�• F\_ POOL PERMEABLE PATIO: 2,045 SQ. FT. X USE COEFF. 0.4 =818 SQ. FT. .Q Concrete Leaching Rings with Concrete Mortar. =cam mailing address: oy� F�•� SLOPE 4 VERTICAL 6. All Leaching Pools shall have Cast Iron Grate& Frames to Final Grade or Finished POOL HOUSE: 332 SQ. FT. X USE COEFF. 1 =332 SQ. FT. I I= _ FILTER FABRIC PO Box 444, Orient, NY 11957 FACE Paved Surface. CONSIDER POOL WATER MAY SHARE _ - ° �• a' I_ TOTAL IMPERMEABLE SURFACE AREA: 1,150 SQ. FT. - I - 7. Leaching pools shall be precasted concrete cement structures as manufactured by - PERSPECTIVE VIEW 1,150 SQ.FT.X 2 INCH/hr RAIN = 191.67 CUFT - suffolk precast inc. or equivalent. USE 8' DIA. POOL WITH 42.24 CUFT/VF -I I-I ! I I! ! I ! I !--!-I-4" DRAIN TILE client: BEDDING DETAIL 8. All concrete cement used in the manufacturing of precast structures shall develop a SLOPED 1/8" PER minimum compressive strength of4,000 P.S.I. in 28 days. 191.67 CUFT/42.24 CUFT/VF=4.54 VF REQUIRED 12" MIN. Maria & George Cambourakis 36" MINIMUM 2 x 2 � ` 9. All drainage structures shall be placed in acceptable leaching soils. In the event poor USE (1)-POOLS, 8 FT DIA. 6 FT DEEP ANGLE FIRST STAKE TOWARD ter-' ''� Stormwater Management-Typical Trench FENCE POST leaching material is encountered, excavation is to be continued to suitable material and site address: PREVIOUSLY LAID BALE �,�� L backfilled as detailed. Drain Detail 4 „ _ 200 Cedar Drive, East Marion, NY 11939 WOVEN WIRE FENCE �,f ^ ' ��' il 10. No trench, pit, or other excavation shall be left open and unattended. Excavations shall 1/2 - 1 -0 2 tel: 718.706.7196 Ext. 101 FLOW be protected as directed by the Architect with fences, barricades and other approved (6 x 6 - 1(I/10 WWF) Z f, email: gjc@set-ny.com methods. No direct payment will be made. Y ^% f�- '� 11. Invert elevations may be adjusted in the field to meet field conditions. FILTER CLOT � , . �n Y J tax map#: 1000-22-01-3 and -4 cm C n CAST IRON 8"THICK PRECAST GRATE& FRAME CONCRETE EMBED FILTER CLOT �'�s�` ,. �'_n � 6"THICK PRECAST TRAFFIC BEARING SLAB. MIN. 6" IPJTO GROUND ? %�^ ' CONCRETE 6"CONC. SLAB IF NOT UNDER DRIVEWAY 4" PRECAST Z_ CONCRETE CONCRETE NOTE: CAP FINISHED GRADE RISER PAVEMENT OR GRADE MAXIMUM DRAINAGE AREA SURFACE 1/2 ACRE! / 100 LINEAR FEET / TYPICAL SILT FENCE SECTION DETAIL TYPICAL HAY BALE ANCHORING DETAIL r • n ''.C',• `.`,.,rim„'„' Pitch 1/4"Per Fo in. 20 ® CLEAN SAND P TCH 1/4"PER FOO , MIN. 2b" ' CLEAN SAND 0O 00 ® & GRAVEL ®® I & GRAVEL U_ INLET:4" ® FILL FILL Stormwater Management Typical Silt Fence N ® INLET:4" g Yp 0 II o Diameter I ® W DIAMETER I I ® I 8' DIA. PRECAST and Ha = �Bale Details Q Class 2400 1 4 6 8 DIA. 2 N.T.S. =PRECAST � CLASS 2400 I � CONCRETE _ O I LEACHING RING, CLEAN SAND& / -CONCRETE O= I I ®® _ TYP. =1I I I _ - -GRAVE-L,- - -- - - = IIILEACHING RING, _ I _ SITE PLAN IS BASED ON SURVEY BY - - = - _ _ _ _ II 1=TYP•- a O JOSEPH A. INGEGNO LAND SURVEYOR GROUND WATER _ io J J a fT-Titl�lli ® 111111= DATED FEBURUARY 26, 2001 1 1 r ° 0 0 0 'I II I- i Cl -III I a Q 1 ® i�1L1=11111 SURVEYOR'S NOTES: _ -1 N SITUATED AT EAST MARION SUBMERGED FOR ROOF RUNOFF - CLEANS ND& - TOWN OF SOUTHOLD _ �WAVEU J SUFFOLK COUNTY, NEW YORK - _ - - _ - _ S.C. TAX No. 1000-22-01-03 GROUND WATER N 1000-22-01-04 " M IN rDIA_ r " o TOTAL AREA= 36,642.60 SQ.FT. 00 0,841 AC. Stormwater Management Typical Leaching GRATE TO GRADE FOR POOL HOUSE, POOL PATIO,AND POOL No. Description Date ELEVATIONS ARE REFERENCED TO Pool Details m N.G.V.D. 1929 DATUM N.T.S. EXISTING ELEVATIONS ARE SHOWN THUS: 30.0 DISTANCE FROM a, EXISTIG CONTOUR LINES ARE SHOWN THUS: PLOPERTY LINE TO 30 HIGHEST POINT WHERE o FRAME PYRAMID RULE SHOULD GARAGE ^�- ._ BE CHECKED EL.37.2'-e,, T SEE ELEVATION ON A.07 c T FOR THE SKY PLANE MON x --- 39• o GE RGE KAITERY 4c'.� S 7 &AN HOULA KAITERYCOcr CHECK o MODULAR �s' WIRE FENCE � SQnE o w W A a N •-�•-�" fP t0 O -x-x-x-x-x x-x� \ 4p 0,. M o o 10.' ' o \ NS&CONC FENCE 24"W X 37.5 �V..�..v. �...� .W �40.4 MOB j P. o" 'I RISER SHALL BE 4X4 ACQ TREADS, 6" RISER I 421-0„ \ Igo _ - - 41.1 TREADS SHALL BE GRAVEL FILLED 36.8 Oo WOODED 43'-0" _ - CONC `~ P 44'-o,, SEr N _ _ (l1 r MON o .N°°°s VELD WA w - W PROP. 4' HIGH WOODEN FENCE, TYP. I o„ e OF RA _ -c�4N-a, - �DG n v,46.5 � EXIS .CONC. WELL (n 476 P WASTE ER YS M 44.0 m I EXISTING CONC. CURB ---- o 'oF r� 33.70' X 45.5 m I BYPASS TIMBER CURB 38.9 __447 0 F UNd EXI TI G ci I 45o I CE SP OL O VERTICAL 1X4 LATTICE o zs.2 LAMP POST I WALL W/36"X 80"GATE " 50.0 pi9' ,a Z•o, 8 � � O ^ RooFovER LEAVE 6 EXPOSED BOND STONE 1 _ M` °ss N coNc&sLArE 1 o m GRAVEL AREA FOR III III LANDING b� _ PERMEABLE PAVEMENT STONE DRY WALL DRAINAGE NAG E ON 4"COMPACTED AGGREGATE BASE COURSE 2" MIN. PER 12"OF HEIGHT S.C. AX N II'I �I f 1. Goss° �' ON EXISTING SOIL GRASS UPPER GRADE 1000-2 -01-0 III 'I li III ��s�"� AREA PERMEABLE W 1 Fti�Q� o PAVEMENT �Q ARCH/rFc I 51.OX Ili I I Q 26.2 1 0 { Illli ill a4. o Q 4"OF COMPACTED BASE- 30'-6"+/_ n I I I Ili ills I( III 10 f 4so { �II \ `� _ CLEAN COARSE AGGREGATEo Z 8 III C I~CI��' I' N 1 I • `� h FOR IMPROVED DRAINAGE ._ ---- w LOWER GRADE IM _ � lil _ --- - n Ili ',lii: III" II O r O x �� a °, •a _ _ �l'a s+yrN�' 4 rb 200 DO G d ° ••• • �rI Q '\ ,` / R' 4 - - - a G - - - • - I- �� O �- r FOUND la: CIF n 51.2 26.0 I o� PIPE m BACK. ILL _ _ O T gp84 _ ��Ry PERMEABLE PAVEMENT SAND&GRAVEL N i .........._'...CD I-} i i....-I---+....-'X PROP. STEPS AND L�4NDING r_cp 4"SAND AND GRAVEL 1 S.C. TAX 0. I ... i 426 43.6 ,- --� 1000-22-01 04 N 7.o'+I- I....I - 1 X51.5 5.0'MIN...L.....' L..- - ....... ..i WATERLINE `f` 0 i i 1---- - - FOR POOL AN ^. 6x6 ACID PERMEABLE PAVEMENT NOTES AGGREGATE MATERIAL, OW IN FINES D I POOL HOUSE`-� _ -- a 1. BASE MATERIAL: A GRADED L ANGULAR IN SHAPE PR 8' DIA. RANGING IN SIZE FROM 3/8"TO 3/4". { 1... 2' DEEP DW ..__---- PROP. HOT TUB I 1 _ 1 GUY WIRE 'g I 2. GRADED AGGREGATE MATERIAL OF UNIFORM QUALITY THROUGHOUT SHALL BE PROJECT 1 { < PROP. 20'x40' POOL SUBSTANTIALLY FREE FROM VEGETABLE MATTER, SHALE, LUMPS AND CLAY BALLS, ETC. Ca m bo u ra ki s 0 523 -- .-- o Al'0 0 3. BASE MATERIAL CANNOT BE OF ROUND NATURE AS THIS WILL NOT LOCK TOGETHER No I I �1. ;.........._.......... 400 iv 0 _ WHEN COMPACTED AND WILL NOT PROVIDE ADEQUATE SUPPORT UNDER THE POROUS PAVE o + PROP. POOL FENCE, O 41.4 1 2 INSTALLATION. BASE SHOULD BE A 3/8"TO 3/8 CLEAN WASHED STONE. Residence o -'- - GATE HEIGHT 6'MAX., 4',MIN. tO x I °' 0 0 4. BASE MAY BE REQUIRED TO BE THICKER IN APPLICATIONS WHERE HIGH WATER HOLDING 16'-9" +/- I I'' L_.........._f.................... PROP. POOL PATIO: o O 0 CAPACITY IS NEEDED. CRUSHED ROCK,AS SPECIFIED ABOVE, HAS APPROXIMATELY 18%VOID 1 I 0 0 SPACE. ONE SQUARE FOOT OF BASE,4"THICK WILL HOLD APPROXIMATELY 100 CUBIC INCHES l cFo� �' 1 PERMEABLE PAVER DRY JOINT SILT FENCE OR O D °o 5.o'MIN FILL ADE•-FLVS'H-TO�•----------- HAY BALE OR 00 Z OF WATER. 2' RAIN FALL PRODUCE 288 CF OF WATER. 12 THICK OF BASE COURCE WILL 0 RETAIN THE 2" RAIN. I 10 SURFACE, TYP. 3g' o" BOTH 6. INSTALLATION OF BASE: BASE MATERIAL SHOULD BE INSTALLED USING EQUIPMENT Site I So.aX + H KEEP 1/3 MIN. SLOPE `° V �i o { >, o CAPABLE OF SPREADING THE MATERIAL IN A EVEN FASHION. a I 7. AREAS OF BASE WHERE SAND OR SILT BECOME MIXED TOGETHER WITH THE BASE 20.0 W�`^1 / 1/2"GALVANIZED THROUGH ROD @48"O.C. DURING INSTALLATION SHOULD BE REMOVED AND REDONE TO ENSURE ADEQUATE I R 7 P PROP. 8' DIA. 6' DEEP DW 1 GRAVEL COMPACTION AND SUPPORT. s O S 1 W/GRATE 1 0 8. COMPACTING BASE: FINISHED BASE MUST BE COMPACTED UNIFORMLY TO A DENSITY OF 1 . o NOT LESS THAN 95%OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180, METHOD 5� g _6 +/_ 2s.�s 25'-8" +/- TRENCH DRAIN D. ENSURE THAT BASE IS INSTALLED AND COMPACTED A MINIMUM OF 6" BEYOND THE .74�ELc 0 3e• PROPOSED AREA OF POROUS PAVE INSTALLATION. IF THE BASE MATERIAL DOES NOT HAVE - - -b'- o A �=� (- �^ -� r _ _may _ MONSETCONC 0 X THE PROPER MOISTURE CONTENT TO ENSURE THE REQUIRED DENSITY, WET OR DRY THE 45.9 a� o�A W o 0 0 - -- BASE AS NECESSARY TO ACHIEVE 95%COMPACTION UNIFORMLY THROUGHOUT THE ENTIRE Project number 23018 S 4 WWOODED 37.6 n AREA. Date 5/17/2024 N/O/F 0.00, TIMBER CURB y HA Drawn b Q \ NIKII MANGOS Checked by GB 77 io ti 1 Site Plan S Typical Sitework Details 0 N 1 1" = 20'-0" 1/21' = 1'-011 A. M _ Scale As indicated LO studio a/b architects POOL FENCE 651 West Main Street, TOP OF FENCE Riverhead, NY 11901 FOLLOWS GRADE 631 5912402 APPROXIMATELY 631 3231426 glynis@studioabarchitects.com 3 mailing address: PO Box 444, Orient, NY 11957 REPLACED DECK RAILING client: STONE DRYWALL EDGE, TYP. Maria & George Cambourakis site address: POOL FENCE 200 Cedar Drive, East Marion, NY 11939 tel: 718.706.7196 Ext. 101 -............_..j ,.... I email: gjc@set-ny.com I I__ First Floor - ----I ' --- -- - - 6 - 8 3/8 tax map# -....- _....._.._.! !... (� ........... _: 1000-22-01-3 and-4 I ......_;..... ..... .. J ........... ........... ..... ........... ° -- i ........... .._ gyp' j Pool Patio Level__ :� - - ,,'-�:as ��I`. _ --__} _--- _—�—_ --- � e P•O.x _ .l P.° '1••.v — \°-: .S v• .1 P•e _ •P:a .. 9i .v .?n • I--- P I __.._. I .__..._..-I I....- - - I I -- -I I--- 1----- I i— 44 -oil — __ — : I_.- - - ---I ____I _.__ _...___ ___ I ---- --- ....... I I l................ : .............I I _..._.._. I III � = . : _ .: I I .... ------- -_......_...._( �. .._ .....I �...1.1..__.-- I I I " .P° , I I I III .- I-..._.._... I ...... _ _.__.._ _ . .................. �............_ ................_ ... I � ------- i-.._-... I , -----_I FILL- — ---- -- --_---! ----_- — -_, ___ � -. _..__...._�:<,�•.P.°: •," .P :,�•.P°.-°•., <.P:. _;.„ .P_°: •.: ; I -...„_, I I I � I I I : I �---I ' -- I ' I____I ------ I._.._..---- — � —_ ___ I I _____I I �-.�-�•.! I — !--- -- �- — --� - -, - I ---I I-__I _—� — ;---_ — _.._._ _._......... _.__._ _... _ _ I I _._._-_ -_....._.__ .._.._... ......_.. _................ �.-. --.. ._............. I I i - - I ................. _. � I �,.�. I I I I I I I , I _......._. _....... _._._....._ _....__ ---- �-----_ .-__ _.. ._. ..... .. __._.._...... ;..._..._...._.. ............... ( � � I I I I III . I ( III III III i ( ( I ( I I I I I I �� I ---! i- --- I ---! , ,— — = -- HOT TUB PROP. POOL PATIO: PERMEABLE PAVEMENT POOL STEP FILL GRADE FLUSH TO APPROX. EXISTING GRADE DRY JOINT PATIO SURFACE, TYP. ELEVATION VARIES ON 4"GRAVEL KEEP 1/3 MIN. SLOPE ON RECOMPACTED SOIL n West-East Site Section thru Pool1 1/4" = 1'-0" 4 5 A.20 8 A.15 A.20 3 3 A.20 A.20 EXISTING DECK NEVI RAILING RAILING TOP RAIL: 4X4 CEDAR REPLACED PROP. POOL ACCESS FACE:STAINLESS STL WIRE @3 1�!2"O.C. , LANDING AND STEPS No. Description Date 3 - a A.20 EXISTING DECK A.2 _ I POOL PATIO _ PERMEABLEzo POOL FENCE "' "' PAVEMENT co E EXISTING DECK - ON 4"GRAVEL 3 1/2" - ON COMPACTED 1" II ij it I I , Ii I 1 I I IIIi l - 12" 12" 12" 12" SOIL � - III: .. .............. r - - 4 A.20 m { POOL EQUIPMENT 00 5'-0" B• - NEW DECK - M — — — 5 1 (2)-2X10 GIRDER - 5' 0" Pool Patio Level 44 Oil — — - — a v ---`+ -7'-6"+/-1 ! 4 4x4 ACQ POST I � I I � I I .. I I ! 12 — — — I 4 -0 _ POOL FENCE SLOPE 1 1/34/12) MAX. 4 A.20 rn 5 0' MIN — -� { I ! I = i POOL STEPS I j - { - 2 -0 6' /- DIA. HOT TUB _. i_..--- 1�IE —I I I- 11—I I 11 I- 0 o I I _ _ i , I ! IIIIII—III—III—III—III—IIIIIII 1 I—III—III—III—III—III—III—I 11=—III—I b> 2'-0"4'-0" 8'-6" I !-- 6'-6" 20'-0" -- — - M 1 j 3 Section through Access Staircase to Pool n West-East Section at Acces Decks n West-East Section at Access Staircase 'i I , -- +--- - - - -- -- 1'-0" U 1/2" = 1'-0�� ' POOLFENCE { i ! { .._.............._.. - ----- -- HEIGHT ROUGHLY FOLLOWS {' GRADE 6' MAX.,4',MIN. �O PRCHITFC,T M I •- I - -- - .._. .._..._ _....... -_'_.....__. GATE R v -I o POOL SYSTEM NOTES: �Qw��\A W = Y ALL WORK SHALL COMPLY WITH NYS RESIDENTIAL CODE EXISTING BUILDING CODE, PLUMBING CODEa� ENERGY CONSERVATION CODE,AND ALL APPLICABLE CODES AND REGULATIONS. 1 ...............-1 1 SEE A.14 FOR SUMMARY OF NYS ENERGY CODE REQUIREMENTS. `rTATE OF Cy " 3- ISER STEPS { SWIMMING POOL PROP. POOL PATIO: PERMEABLE PAVEMENT 1. DRAWINGS ARE DIAGRAMMATIC AND SHALL BE USED IN LAYOUT OF WORK. DO NOT SCALE THE {' DRY JOINT DRAWINGS. . { ON 4"GRAVEL 2. COORDINATE THE WORK WITH THE REQUIREMENTS OF ARCHITECTURAL DRAWINGS FOR ON RECOMPACTED SOIL DIMENSIONS, LOCATIONS AND CLEARANCES. MAINTAIN MAXIMUM HEADROOM AND SPACE — ! I CONDITIONS. WHERE HEADROOM OR SPACE CONDITIONS APPEAR INADEQUATE,ARCHITECT SHALL I._...._....... ......... BE NOTIFIED BEFORE PROCEEDING WITH INSTALLATION. POOL FENCE FILL GRADE FLUSH TO -- PATIO SURFACE, TYP. 3. IF DIRECTED BY THE ARCHITECT MAKE MINOR MODIFICATIONS IN THE LAYOUT AS NEEDED TO — KEEP 1/3 MIN. SLOPE PREVENT CONFLICT WITH WORK OF OTHER TRADES OR FOR PROPER EXECUTION OF THE WORK. 4. ALL WORK SHALL MEET OR EXCEED LATEST REQUIREMENT OF NATIONAL STATE, COUNTY, PROJECT — I MUNICIPAL AND OTHER AUTHORITIES EXERCISING JURISDICTION OF THE WORK OF THIS PROJECT; 5.0 MIN. I I ; -- I -- � i I ANY PORTION OF THE WORK WHICH IS NOTSUBJECT TO APPROVAL OF AN AUTHORITY HAVING Ca m bo u ra ki s WASTE FROM POOL HOUSE...._-- TRENCH DRAIN TO DW JURISDICTION SHALL BE PROVIDED IN ACCORDANCE WITH NATIONAL FIRE PROTECTION 4 ASSOCIATION REQUIREMENTS; COMPLY WITH APPLICABLE UTILITY COMPANY RULES AND • _-IiI _ Ili { o ! Residence REGULATIONS; COMPLY WITH OCCUPATIONAL SAFETY AND HEALTH ACT(OSHA)REQUIREMENTS R i d 5. SECURE PERMITS AND INSPECTION CERTIFICATES AND TRANSMIT SAME TO THE OWNER AT THE COMPLETION OF THE WORK. Io -- ! 6. CLOSELY SCHEDULE THE WORK SO THAT WORK WILL BE INSTALLED AT THE PROPER TIME WITHOUT CAD I -� B9 DELAYING THE COMPLETION OF THE ENTIRE PROJECT. — '- . - 7. WHERE THE WORK WILL BE INSTALLED IN CLOSE PROXIMITY TO THE WORK OF OTHER TRADES, OR WHERE THERE IS EVIDENCE THAT THE WORK WILL INTERFERE WITH THE WORK OF OTHER TRADES, Pool and Pool Patio - -- ARRANGE SPACE CONDITIONS TO MAKE ASATISFACTORY ADJUSTMENT. IF WORK IS INSTALLED WATER MAIN FOR POOL AND BEFORE COORDINATING WITH OTHER TRADES, MAKE NECESSARY CHANGES TO THE WORK TO Plans ..................-- - - B O. - POOL HOUSE CORRECT THE CONDITION WITHOUT ADDITIONAL COST TO THE OWNER. U 8. CONTRACTOR SHALL COORDINATE WITH PLUMBING CONTRACTOR AND PROVIDE NECESSARY ................... !...__....._ ...._._ - INFORMATION FOR THE POOL CONSTRUCTION. 9. CONTRACTOR SHALLVISIT THE PREMISESTO DETERMINE EXISTING CONDITIONS AND COMPARE SAME WITH DRAWINGS AND SPECIFICATIONS AND SATISFY HIMSELF OF ALL CONDITIO NS PRIOR TO THE SUBMISSION OF A BID PROPOSAL. I---- 10. CONTRACTOR SHALL PROPOSE ALL POOLAND HOT TUB SYSTEMS WHICH MAY INCLUDE BUT NOT Project number 23018 LIMITED TO LINING SYSTEM MATERIAL AND COLOR, EDGING DETAILS, COVER, WATER SUPPLY AND ° DISPOSAL, CIRCULATING, CLEANING, FILTERING, HEATING, LIGHTING SYSTEMS. Date 5/17/2024 --I rl o A PROVIDE COLOR SAMPLES OF LINING AND OTHERS FOR OWNERS SELECTION Drawn by M 11. ALL EQUIPMENT SHALL BE LABELED WITH SYSTEMS SERVICE;ALL PIPING SYSTEMS SHALL BEHAQ ..i........1LO .._.._... a IDENTIFIED AS TO THEIR CONTENTS AND DIRECTION OF FLOW; ALL VALVES SHALL BE TAGGED WITH Checked by GBI.._.. A4 A5 A6 o . PYRAMID RULE MEASURE POINT PROPERTY LINE ELEV. 41.7' +/- i I I 12. CONTRACTOR TAGS AND LSHALLVES HNSTALL THERMALART SCHEDULE RAMED AND WALL INSULAT INSULATING MATERIAUNTED WHERE DIRECTED. L AROUND ALL HOT AND COLD PIPING. Pool T a r,. nd of House L yout A. 20 o 1 1/8" = 1'-0" M Scale As indicated to