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HomeMy WebLinkAbout8065 t con4 SSVV pOt-( .emu �y Owner: Sangrok Lee File#: 8065 Address: 200 Beebe Dr Code: 17NP Agent Info AMP Architecture, PLLC P.O. Box 152 Mattituck, NY 11952 Phone: 631-603-9092 Fax: Email: aportillo@amparchitect.com "Lie 0 J ` vv BOARD MEMBERS ��OF SU y� 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. c/a Office Location: Nicholas Planamento • �O� Town Annex/First Floor Margaret Steinbugler COU 54375 Main Road(at Youngs Avenue) Southold,NY 11971 RECEIVED http://southoldtownny.gov ILA:" G 2;)-(DJVVW - ZONING BOARD OF APPEALS DEC 2 3 2025 TOWN OF SOUTHOLD Tel. (631) 765-1809 Southold'Town Clerk lql�� FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF DECEMBER 18,2025 ZBA FILE: 48065 NAME OF APPLICANT: Sangrok Lee PROPERTY LOCATION: 200 Beebe Drive,(Adj.to Eugene's Creek), Cutchogue,NY SCTM: 1000-97-7-1 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 referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23,and the Suffolk County Department of Planning issued its reply dated September 23, 2025 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated December 3, 2025. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department,as well as the records available, it is recommended that the proposed action is INCONSISTENT with LWRP policy standards and therefore is INCONSISTENT with the LWRP. Policy 6. Protect and restore the quality and function of the Town of Southold's ecosystem. 6.3 Protect and restore tidal and freshwater wetlands. a. Comply with statutory and regulatory requirements of the Southold Town Board of Trustees laws and regulations for all Andros Patent and other lands under their jurisdiction. D. Provide adequate buffers between wetlands and adjacent or nearby uses and activities in order to ensure protection of the wetland's character, quality, values, and functions. The proposed actions are directly adjacent to Eugene's Creek on what is currently undeveloped land, and for this reason, every effort should be made to ensure that the proposed work is consistent with LWRP. While the proposed action appears to meet the minimum requirements of setbacks for the new pool, patio and residence,the fact that the wetlands delineation is 5 years old and was undertaken in winter(February 3,2020)when evidence of emergent plant material is often lacking and the fact that rapid sea level rise means that tidal wetland boundaries are constantly migrating landward, means that this line should be re-established prior to final approval. Page 2,December 18,2025 #8065, Sangrok Lee SCTM No. 1000-97-7-1 Given the need to reconfirm the wetland boundary and the proximity of some construction activities within 100 feet of the wetland boundary,the Trustees should also review this application. Depending on the confirmed location of the wetland's boundary, mitigation of the proposed action may be necessary to find it consistent with the LWRP. PROPERTY FACTS/DESCRIPTION: The subject,conforming,457,610 square feet, 10.5 acre(125,163 square feet upland/buildable,2.87 acre),irregularly shaped parcel located in the R-80 Zoning District measures 200.00 feet along Beebe Drive, then runs west 84.67 feet along a residentially developed parcel to the south and continues along that same property, 67.17 feet to a dug canal and continues through the canal 296.04 feet, 403.38 feet, 211.17 feet and 52.97 feet then runs west 27.85 feet into Eugene's Creek and continues in an irregular pattern northwest through the salt meadow 45.22 feet, 142.68 feet, 106.65 feet, 56.42 feet, 155.22 feet, 156.00 feet, 182.62 feet, and continues 101.91 feet in the"Big Gut"and continues through the salt meadow 99.54 feet to the roadway along Eugene's Road, at which point it runs east,along the roadway 350.34 feet and 557.19 feet back to the intersection with Beebe Drive. The survey illustrates a concrete foundation with an elevation of 11.1 feet at the top, along with the remains of a small wood shed and the landward limit of tidal wetlands as shown on the survey prepared by Nathan Taft Corwin, III, L.S., last revised November 1, 2023. BASIS OF APPLICATION: Request for Variances from Article III, Section 280-14; Article III, Section 280-15; and the Building Inspector's July 21, 2025, AMENDED August 26, 2025 Notice of Disapproval based on an application for a permit to construct an accessory in-ground swimming pool and amend a permit for a single family dwelling to add a roof top deck;at: 1)height at more than the code required maximum of 25 feet for a flat or mansard roof;2)accessory swimming pool located in area other than the code required rear yard; located at:200 Beebe Drive, (Adj.to Eugene's Creek)Cutchogue,NY. SCTM No. 1000-97-7-1. RELIEF REQUESTED: The applicant requests two(2)variances for the installation of an inground swimming pool measuring 16 feet by 32 feet to be located in a side yard where the Code requires pools to be located in a compliant rear yard location, or for waterfront parcels, in a front yard location, provided the minimum primary front yard setback for a single-family residence is met and for a roof deck with associated guard rail, measuring 14.8 feet by 22.6 feet with a finished height of 32.5 feet where the Code limits improvements on mansard and/or flat roofs to a maximum height of 25 feet. ADDITIONAL INFORMATION: The applicant provided architectural drawings,labeled SD-1 through SD-7,along with a Site Plan, labeled ZB-001 & ZB-002 prepared by Anthony M. Portillo, Registered Architect, both dated August 27, 2025. The applicant provided a copy of Southold Town Building Permit #48463 dated November 7, 2022 for the initial construction of the home presently under construction. The applicant provided a copy of Southold Town Trustees Permit 410805 dated June 11, 2025 permitting the construction of the residence currently under construction, with conditions, along with copy of a Town of Southold Board of Trustees stamped(June 27,2025)site plan,Exhibit A(consisting of 2 pages)and received by the Town of Southold Zoning Board of Appeals, dated September 11,2025. In support of their application, the agent included the prior Zoning Board of Appeals relief granted in file #6930, Marjorie Adams, dated March 22, 2016 where an applicant(subject parcel is across the street from the intersection of Eugene's Road and Beebe Drive)received relief permitting an inground swimming pool partially located in a side yard. However,the approved application has a noticeable difference: the approved pool is located landward ofNYS- designated wetlands and not adjacent to the tidal-wetlands-known as Eugene's Creek. The agent and property owner offered testimony that as the result of design changes to the residence, it was discovered that an enhanced view of the wetlands can be gained via a roof terrace on the flat-roofed home's `clerestory' windows. Page 3,December 18,2025 #8065,Sangrok Lee SCTM No. 1000-97-7-1 Although not documented by the Town of Southold Building Department, a Zoning Board of Appeals member recounted a conversation between the member and a building department official who indicated that the `clerestory' windows on the original building permit should have been cited for needing a variance as they exceed the 25 feet height limit permitted for flat and mansard roof structures in the R-80 Zoning District. The clerestory is built and . the home, under construction, has patio and decking areas approved under the open building permit. During the public hearing the applicant also stated that they can install a conforming pool in a compliant location. No member of the public spoke in favor of or against this application. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on December 4,2025 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 &267-b(3)(b)(1). Grant of the variances or alternative relief will produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. Eugene's Road is a heavily traversed secondary road connecting the Main Road and hamlet of Cutchogue with the various developments of the peninsula of land between East and Mud Creeks along with Nassau Farms and Nassau Point. While pools are common to the community;they are not commonly located adjacent to sensitive wetlands such as the applicant proposes;moreover, the addition of a roof terrace, on a flat-roofed residence which exceeds the maximum structural height of 25 feet is also not common to Beebe Drive, the immediate community or even the town at large. A similar roof terrace was denied in file#7984 dated February 2025. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant can be achieved by some method, feasible for the applicant to pursue, other than an area variance. The applicant has stated during the public hearing that they can place a smaller conforming pool in a compliant location without Board relief. Additionally,the applicant shared that it was only after construction that they realized that they could achieve a greater view from the roof over the clerestory, versus the substantial decking presently under construction. While the applicant's view can be enhanced with the requested relief, the request is not common to the Town and a negative precedent may be established by granting such relief where the proposed residential structure already has decking offering views over the wetlands. 3. Town Law 4267-b(3)(b)(3). The variances requested herein are mathematically substantial, representing 100% relief from the Code relative to placing an inground swimming pool in a side yard location and 28% relief from the Code relative to exceeding the structure's maximum allowable height of 25 feet. 4. Town Law 4267-b(3)(b)(4). 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.As described in Town Law 1 above, pools are not commonly located adjacent to sensitive wetlands such as the applicant proposes; and a roof terrace, on a flat-roofed residence which exceeds the maximum structural height of 25 feet is also not common to Beebe Drive,the immediate community or even the town at large. 5. Town Law V67-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 4,December 18,2025 #8065, Sangrok Lee SCTM No. 1000-97-7-1 6.Town Law V67-b. Grant of the requested relief is not the minimum action necessary and adequate to enable the applicant to enjoy the benefit of an inground swimming pool and roof deck 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-B,motion was offered by Member Planamento,seconded by Member Lehnert,and duly carried, to DENY as applied for. Vote of the Board: Ayes:Members Weisman(Chairperson), Planamento,Acampora, Lehnert, and Steinbugler. (5-0) 4slie e 'Weisman, hairperson Approved for filing/�--/1-2i2025 VACANT LOT DWELLING v41 I DWELLING w/ -------------- PUBLIC, HATER I PUBLIC HATER DWELLING WIFRIVATE WELL HATER (NO HELLS WITHIN 150' OF APPLICANT'S PROPERTY LINES) ceived < 2025 SEP I cy) 41 j- cm Lo 0 A 1 ing peals ;= c; CD -6 0 Lu L jX >- (D — I C Z 0 DWELLING Pq/ oob%\O CD PUBLIC HATER f) PROF. BURIED PUBLIC\�,- 0 :t KATE�, 4 ELECTRIC 4� 0 N 4- ONNECTION5 c z < 0 0 1-4 .-;2f 110 O°IVA to 67 O / J I C) PROP. ONSITE WASTEWATER v P C) 00.2� / TREATMENT SYSTEM to 0/- LIMITS OF CLEARING PROP. DRY HELLS 0 ry/ O 4 GRADING 4-j m vo x 2- DEEP (TYP.)dj / [� DWELLING 1-4/ N \:_) 1 / „� PROP. RAISED PATIO PUBLIC HATER 75' NON-DISTURBANCE 631 � s :2NZ> FLOOR DECK q JQ / f 0 BUFFER FROM PROPOSED 6.3 / PROP. STONE POOL PATIO LINE OF CLEARING 6 GRADE -k oO(::>' wo PROP. :2-STORY 1 ,- Mtn �� / 0 ND. FR. HOUSE H/ Z� .2-CAR OARAorz DWELLING N/ PROF. I6'x52' FOOL X-k' PUBLIC HATER *IN SEPARATE APP.* tu -15' NON-DISTURBANCE ,mod/ z BUFFER FROM PPIOP05ED 0 0 DWELLING 1-4/ 75 SETBACK LINE OF CLEARING FROM TIDAL PUBLIC HATER WETLANDS [OO' SETBACK FROM TIDAL WETLANDS DWELLING Pq/ PUBLIC HATER D1,4ELLINO W ui FUDLIC HATER NOTE: 1. FLOOD MAP DATA: MAP #: 5610500165H 0 MAP DATE: 01/25/2001 FLOOD ZONES: AEro 4 X 2. 51TE PROTECTION/SILT FENCING TO BE (o 5EFTEMBER 10, 2021 INSTALLED AS REQUIRED BY THE TOWN OF SOUTHOLD. TEST HOLE DATA PROJECT: DWELLING w/ MCDONALD OF-05ERVIoE5 5. SURFACE HATERS $ HETLAND5 ARE PUBLIC HATER PC6 1:255 LOCATED WITHIN 500' OF THE PROPERTY s LEE SOUTHOLD, NY, I1cl71 DEPICTED ON 51TE PLAN. (651) 4. ELEVATIONS REFERENCE NAVD IcI&a RESIDENCE EL=7.4' 5. ANY VISIBLE HELLS LOCATED WITHIN 150' 200 BEEBE DR — q L DARK BROWN OF SUBJECT PROPERTY LINES ARE CUTCHOGUE, NY 11935 5ANPY LOAM DEPICTED ON SITE PLAN. --------------- � � Q / �0 � % sM BROV4N DRAWING TITLE: 5ILTr 5ANr> SITE PLAN 51TE LAYOUT NOTES: TEST HOLE DATA ANTLER LANE PALE BROWN FINE I. TH15 15 AN ARCHITECT'S 51TE PLAN 4 15 9 (TONN OPEN SPACE) SW TO rOAP,5F- SAND SUBJECT TO VERIFICATION BY A LICENSED 0 0 1 SURVEYOR. THE INFORMATION WI s� REPRESENTED ON THIS 51TE PLAN 15 TO THE PAGE: fS t'. ARCHITECTS BEST OF KNOWLEDGE. 2. SURVEY INFORMATION WAS OBTAINED ZB-002.0 FROM A SURVEY DATED NOVEMBER 1, 2025 f, AND PREPARED BY: WATER IN PALE DATE:08/27/25 2 OF 2 skq BROWN FINE To NATHAN TAFT CORHIN III COARSE SAND 1586 MAIN ROAD JAMESPORT N.Y. 1114"1 TELEPHONE: (651) 72*7 20cl0 < b COMMENTS: GROUNDWATER A 68 ENCOUNTERED 5.5' BELO 0 25 50 100 150 a k kq GRADE ORAPHIC SCALE FROFOSEE) 517E FLAN SCALE: 1 60' s J - Q Received ., w w �. _ 1z -FA\ 11 SEP 112025 a 4-1 E � Zoning Board of Appeals ° -a m O FRO�IE�T S�OFE : 0 czo C �ca � N 0 O ,F, co ' - BROW. 2 STORY S I NOLE FARM I L`( RESIDENCE ON V 1�GA�NT LOT a 41 o � 0- - FROB. 16'x32' I N-O ROUND POOL N/ POOL FENCE AS PER GODS - FROF. ORA VEL DRIVENA)" U - FROF. DRYNELLS �- - FROF. INNOVATIVE $ ONS I TE V4ASTENA�TER TREATMENT SYSTEM (4 BEDROOM) -� -0 U = U � +-j m PROJECT / ZON I NO DATA T + U TAX MAP # 1000-ci7-07-01 L ZONING DISTRICT R-50 G Q •(/) LOT AREA 10.5 ACRES CL � FEMA FLOOD ZONE(5) AE6 t X WETLANDS DISTRICT #I0016, ISSUED 03/16/22 #1-4735-04565/00001, DEC DISTRICT ISSUED 04/OS/22 SUFFOLK, COUNTY HD APPROVAL (R-21-2a26) 4 BEDROOMS HABITABLE SPACE EXISTING PROPOSED BASEMENT AREA O S.F. O S.F. FIRST FLOOR AREA O S.F. 1,002 S.F. SECOND FLOOR AREA O S.F. 2,255 S.F. LOT COVERAGE DESCRIPTION (FOOTPRINT) AREA % LOT COVERAGE TOTAL AREA 457,610.0 S.F. PROPOSED 2 STORY HOUSE 2,415.0 S.F. 0.5% PROP. COVERED PATIO $ DECK 715.0 S.F. 0.2% PROPOSED POOL 512.0 S.F. 0.1% 0 PROP. POOL PATIO ® GRADE 536.6 S.F. 0.2% w p' TOTAL AREA OF ALL STRUCTURES 4416.6 S.F. 1.0% o "" 'i_;, ...., .',+.�r+.^•?r t .s.^A,;>r°r*am°+-*R^++.. „�..w.,e�n..s-..s.w w{aene .►..^'.`a�^+.�^,.*^„„^^. ^^+,^.,,,z re..,m,-.'r r•.�",•�•_,n,�. , u "MAXIMUM LOT COVERAGE OF STRUCTURES ALLOWED - 20% - - -- PROP. PERM. ORAVEL DRI VENAY 1,650.0 S.F. r° , PROJECT: ADJACENT AREA LOT COVERAGE (WITHIN FLAGGED WETLANDS) P � � •� . LEE % LOT DESCRIPTION (FOOTPRINT) AREA R RESIDENCE COVERAGE " ADJACENT AREA 125,151.3 S.F. 200 BEEBE DR All,'` �" ;"` "; _ R" »�# ", # PROPOSED 2 STORY HOUSE 2,415.0 S.F. 1.1% CUTCHOGUE, NY 11935 x # ' x " _ v< PROP. COVERED PATIO 4 DECK 715.0 S.F. 0.6% r• ; t. r ' - � - "t" � DRAWING TITLE: PROPOSED POOL 512.0 S.F. 0.4% PROJECT LOCATION &SCOPE ZONING DATA POOL PATIO ® GRADE 536.6 S.F. 0.7% ` TOTAL AREA OF A STRUGTU - . n LL RES 4476.E S.F. 3.6% �� ,+ µ` "MAXIMUM LOT GO PAGE. ` SUB.JEGT PROPERTY L VERAOE ALLOWED - 20% « r ^; . .o ►% PROP. PERM. GRAVEL DRIVEWAY 1650.0 S.F. _ 001.0 �'� - - ,, REQUIRED 5ETBA0K5 - MAIN BUILDING DATE:08/27/25 1 OF 2 REQUIRED PROPOSED COMPLIES -. �3. i•ip..' !1 ' M" •• -, b. `4,* ., , ,, A .: +. f FRONT YARD 60.0' S7.7' YE5 -- - _ ��°e. � ' » - `'*°v •• �ji' f 1- •.�` ._ -_ ..___ _-_l�` 3. .. ,�-+.'P. ! ,- �-s'+ - - yx+`- i` x � �. «' a 51DE YARD 20.0' 243.5' YES ,'y' e. •_,.,_. _. .r� .,.:,®�r.y. . b. 4 . .�, �.. ' .�_.�.._. ! .. _� _ _:_. _ .. . .. `.... . �..- r �. _ i, _._�'r .. _s . , _;���..:Y 37.0 YES BOTH SIDE Y 45 6 J LOCATION MAP YES REAR YARD •t �,�'. ,- (FROM WETLANDS) 75.0' 324.0' *IRREGULAR LOTS 50ALE: NTS "%' i - OENERAL 5YMB0L KE1': i�ROJGT SGOi=�: o� W Q W W O4. KS SS �snr�to�rv.IH �r Foumnnor+rwu- - PROP. 2 5TORY 51NOLE FAMILY RE51PENCE ON VACANT LOT m W G g 3 a ram,,, - PROP. 16'X52' IN-GROUND POOL W/ POOL FENCE A5 PER CODE o&3 w 5 0 - PROP. GRAVEL DRIVEWAY w o - PROP. DRYWELL5 ~~a W w�3a�F PROP. INNOVATIVE 4 ON51TE WA5TEWATER TREATMENT 5Y5TEM (4 L., BEDROOM) . a w F J ox Sssa�'no w w 0 0 0 Received pzmFNa i zwo>'a a?� 3 SEP 11 2025 ��Qoa0- z zd W N z V �W o Q Z Vl R O z Q Y W ow<o<oF Zoning Board of Appeals 2'-a" x 2 z Z 3 a azu;=r;aw J j U N U W ———————————— r--1 r--i `= aPl_o 1w ox I ® I ® I ® I loaaaam oa�z a - L—J L—J 0 I ; I 43'-511 li l I �' I ILA ---- ------- ------ ---------- ------ -- —r—T— -------------- I r-- J I I � I I I I SUMP PUMP TO I I o v:=o EXTERIOR DRY WELL I Y I o c z o I I ® I 8'-6" HT. I I I o'cNo L—J CELLAR I a` 2 f o m I I GARAGE SLAB to I I UNEXGAYATED —J I _ J L J L_ r L J L J L 1 J 1 J Ulrj Ll N D I r—� PATIO SLAB I I r —, I III { UNEXGAVATED� I I I L_—J 1 1 l I I Q I I I I I PROP. CELLAR 1 1 1 1 I a N :? 1 E5RE55 WINDOW p ------------- a IL�J L �Z — -- ------- PORCH SLAB II —r—T--r--r------------ - --- --- r I L � J : "7 ---------- UNEXGAVATED -----� r--- r----- LO Cq PROPOSED FOUNDATION PLAN v o 2 233 GR055 AREA SCALE. Va'= 1'-a' W W m z W p w Lj J N m W 00 �+ N 0 = �1% N ` AO °a A ` '�i5, O r CL b TA w LO [� "6o N Cm F VIA � to 0 Ifl W a a GENERAL SYMBOL KEY: PROJECT 5C,0FE: �a LL Q-W - W W E%ISTIN6 TO REMAIN hz� NEW FOIAIDATION WALL _ 'm i-Z z m I PROP. 2 5TORY 51NOLE FAMILY RE5IDENCE ON VACANT LOT m NEW NO=FRAME - PROP. I6'X52' IN-GROUND POOL 1^V POOL FENCE A5 PER CODE o&3 w M. 5 PROP. GRAVEL DRIVEW WOAY 1 �. J �i W'1 PROP. DRYWELL5 a W O Q O W U - PROP. INNOVATIVE & ON51TE WA5TEWATER TREATMENT 5Y5TEM (4 0- BEDROOM) o=a0N� G C V.e I tl V W W O W O oawm�¢°' ¢w000= �n ¢zaxc� W Of .zWoai V X�ulo}oVSEP O O20QZ 1� 1 A W Ow�Q o-ZtQ¢3a F dof Appeals Q2ttio Zoning Boar aW rI _ I 5. r_., r_1 N w0 El OF-0 wS N odQL—J L—J � S EE P. I Is T ! ._.� a w BAR ROP. I FRO . i -I 5.F I 00 5AU A I I .F. 5005 F. o �z o iv PROP. DEN I N ._. ❑❑ m 315 5.F. II 0 Ui o�� JLL -- Q 6 i I m PROP. 2 GAR N F-----I GARAGE j m ----, 5 — - " 56a 5.F. ❑ I cv U = UP I ��...... DN � � m j PROP. LIVING r - '� —— L + ROOM —_ _ _ j U C 1 215 5.F. j PROP. FOYER UP � ;�� I N I q4 S.F. ! d C j OF. PATIO s. I C) I LAI I I .—.—.—.—. I I M V 0 LJd W w Z I j j CO I I I i J N m 00 0 I ®1._._.—.—._.—.—.—.—.—.—._.1® 1 I ®L.—.—.—._.—._._. -l� I N x L_J L—J L—J L—J PROPO5PD FIRST FLOOR PLAN ° U SCALE: 1/5'= I'-O" Q 1,002 S.F. HABITABLE SPACE; 1,696 S.F. GROSS AREA e �°&���� °a �C pCN Ln cld & 41 I '��s GENERAL SYMBOL KEY: i�i�O�J GT SGO� o wo y, ZNY¢ r===1 ewsnNe To i wN mEw FamAnoN wALL - PROP. 2 5TORY 51NOLE FAMILY RE51PENCE ON VACANT LOT m 5 3 3 NEW wood FRAFE - PROP. 16'X52' I N-GROUND POOL K/ POOL FENCE A5 PER CODE o�3 w 5 0 - PROP. GRAVEL DRIVEWAY Z a PROP. DRYWELL5 0 0 xw_awo 0 0 0 w U WZZ I - PROP. INNOVATIVE 4 ON51TE WA5TEWATER TREATMENT 5Y5TEM (4 a=� J K U J-w O 1v� BEDROOM) o=a w Received Www.ow a�-,n¢a z,-„000i SEP 112025 N �Za=� as J r�-- Z Q Z¢1.0 F K O Z Zoning Board of Appeals w a wr�LLz3a ii QzuiZc¢y¢w F =w —� a g�c�isw�iw UP I I 32'-1" wzcxir-o0w PROP. DECK -M2 5.F. q0" _ 1 0_ C�D _ wo--@G-t PROP. KITCHEN PROP. O PROP. a BATHROOM �N 1-74 S.F. BEDROOM =" 1 S.F. - =;- PROP. DINING i 00 $I 243 S.F. a z o N ROOM I z F. N 1 -------- 7 o o.;co in 165 S.F. t o 1 n s N r � N (O r----� --- 6 D J U U � - - - - - - - - - - ++ m y I I PROP. LIVING O ! U ROOM 0 PROP. Q 208 S.F. ,�T DN d in I I I ! A� BEDROOM d � F• BATHS 185 S.F. I I I I 63 5. L----J II II � Q �LJ L —._ _ _ _ _ _ _ _ _ _ _ _ _ _ - ry PROP. DEN b 51-7 5.F. PROP. W BEDROOM N V o 168 5.F. W W m z Q UN Ww m � W p 0 o = N H 161- � ®` a PROP05ED 5EGOND FLOOR PLAN l v �'�� ��° & 2,255 5.F. HABITABLE 5PAGE; 2,416 5.F. OR055 AREA (� 1 ,74 ���� CNI 0 ��®•p 9��� wQ. w • 1 GENERAL SYMBOL KEY: PRO.JEGT 5C.CFE: oa, wQ ww� wo vi� r===l EXSTIN6 TO REMAIN Pz!� NEw FOVCATION KALE - PROP. 2 STORY SINGLE FAMILY RE5IDENCE ON VACANT LOT m¢ 5 3 3 �� NEH w0M FRAME � - PROP. I6'X52' IN-GROUND POOL W/ POOL FENCE A5 PER CODE o�3 w 5 0 - PROP. GRAVEL DRIVEWAY Z w m - PROP. DRYWELL5 w o w., =iF i=awo PROP. INNOVATIVE 4 ON51TE WA5TEWATER TREATMENT 5`(5TEM (4 a=w w 07,4 5 - �a � BEDROOM) Received Zw=-N0 p Z m F N a ¢W000o0 SEP 112025 zz<ort O ON 2 y U u O W z Q 2 N ZoningBoard of Appeals Z a Y W OwaOF�F w��LLz3z z.az a 0�F a¢W r—=s ——————————————-- --------G_ ' H r = ,.J j U tic.. U d R w.w > w z S=-0 to II �ffH MN II wz0� 00w �ucaaa$ I Y r--------------- ------------- � I - I I F � ——————————— -- ---------� I &iw I 8 c z q I I I PROP. ROOF oy� N 4 3�0 W F—_ _� I � — �l --------------- PROP. I :D — _ r p ROOF i U — I I I -C + I I PROP. ROOF L---C) � I I DECK j 550 5.F. I I Q I dJ I I 0. N 1 II i I C) I I I II I I I I I Q I IL I II I I I 1 LLJI---------------------- � F------J LL — ---------- r I I � I I M I PROP. I W ROOF r— —————————————— I Z W w W m Z Ld 1 O I J N m I I w 0 0 L—————————————— —J L--------- - N U F— O � PROPOSED ROOF PLAN ���� SCALE. IW= 1'-0• �•� i I % '12 ��:_,. _� Cq a a _ W �a w� V wo a~ QQ13 Z. r u� 25' MAXIMUM BUILDING m a¢a 3¢ � a 5 HEIGHT PER ZONING o&3 5 a F w — — — — — — — — — Received =zR,zz K U Z,z Zp 2 a Iw/1 U z q fn F W J W K 0 (� W SAP .1 2O 0F� F7 E awm�¢a �Q � LU Paz =c� ug w awJ Z5¢ Boa of ppea w pg _ o F.' O Q `L).a9a. Y n 6..A' Yam.w¢ 1~/1 0 H.O N i .. �U 4 , e�� !.� w f J LL Z�Z H Q J Z Q 4(gkvyp� ;S fn do a a'u rFa. nr g 30�aw�� (V Z77 X 2 Q I I e _ viRs=M tt1uJ Q z a wZU�¢KQ tt _ ZW 61 Iz LE I !(1 ILI ol �® cv tp Q I LL EL.=10.65' m -- PROP. < i 0 EL.=q.4' ,� ��og PROP. ° 09 LZ < C N d m_ _ _ _ _ _ > ' — _ _ _ _ =EL. _ -Lq — — — _ — — — — — — — — €L. _ -Lq'= _ _ _ _ — — — — EL. _ "1.6'- — — = I= =1 =1 I I= — — I—� —� A A — — = 1=III=I — _ _ _ =_EL. - �.2'- a s a I_I I I_I I_I 1_I 11_1 I E_ I —I I i_I I I—I 11_1 11-1 I El I —I I I_I I_I I I_I ❑❑❑ _I I I_11 I_I I I_I I I_I I_I I_I I I_I I❑ I -I I_I I_I I _ _ PROPosED AREA of FILL; _ _ _ — — _ _ 2 5 N EXIST. =111=1 I I=1 I =1 I 1=1 I I=1 EXIST. =1 = = 1 I—III=III—III—III=1 =1 = 1= =III Ex1sT_ =1 I =1 I =I I 1=1 I 1=111=1 =I I I=III EXIST_,11—III=III=III=III=III=III=III=III— =1❑1=III=III=III=III=III=III= .>=x1s r. . I CO O—(O —i�1—=— ❑ _ _ i i i i 1 i i— ❑ ❑ � I I ❑ — _ _ ❑ I _ FILL TO BE USED FROM SITE. s o.._. Tiff'"III=III=1 I I=1 11=1 11=1 I I=1 11=1 I I=1 I I=1 11=1 11=1 I IEP 5TING >=, IRTH=I 11=1 11=1 11=1 I I=I 11=I I =I I I=1 I I=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III =III=III=III=III=III=III=III=I❑I=III=III=I o —APPROX. gSg5 CUB I I-1 11=1 I I-1 11=1 11=1 I I-1 11=1 11=1 11=1 I I-1 11=1 11=1 11=1 I I-1 I I-1 11=1 11=1 11=1 11=1 I I-1 11=1 I I-1 I I-1 I -III❑ =� =1 =i i=1 �_� �_�11=� -1 1=1 ❑I 1=1 1=1 1=1 1=1 11=1 1=1 1=1 I -1 I I-1 11-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 11-1 I I❑I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 -1 -1 I -1 I-1 -1 I-1 -1 I-1 -1 -1 I -1 ❑III-1 I -1 I -1 I I-1 I -1 I I-1 I-1 -1 I-1 -1 I I❑1 I-1 I=1 11=1 EL. 2.1 GROUND HATER EAST ELEVATION (FRONT) U — w 25' MAXIMUM BUILDING w z HEIGHT PER ZONING z � + W tu Q �Qlu Q Qw w to Q< IMz o`'-i V O* � �W � ~ m � Ql� � :.'' J � Q_ Z � r X� Q �� XwQ Lu W Ca Z Q$ z OW Q2z ❑ .I - J C Lu w W fUW ` F> IVLu N m � W 0 OQQ 0j OQ �i�I 0 0 o = Q Q Q - ; a -- ❑ - .❑ � ' o os 17 12 ca .=10.65'.'; ' . ,',';' .', , .',•EL.=10.65',',�,'�'��'.','�'',',' a ',PROP. PROP 1 1=11 I=EL. - �•6 I 1=I 11=111=1 11= 1= 1 11 111 1 PROPOSED AREA OF SILL I=1 1 EL. - -i•6=111=1 EL. - �.2'= — — —_ —_ —_ —_ — —__ _ _ _ - - EXIST. 1 I I—I _ /PROPOSED AREA OF FILL; III=III=1 —I I I—��I=11 I=III=III—III=III—III=III=I❑ =FILL To BE USED FROM SITE.=I I= — —� I=III=III=III= 1=.EXIST. I-III=III=III=III—III=III=III=I❑I=III=III=III=III=❑ = :ILL TO BE USED FROM SITE.=III=III=III=❑.EXIST=III=III=I N III=III=III=III=I I❑I I IEXISTIN6ART+�=III=III=I APPROX. q,5g5 GUBIG FT. I=III=III=III=III=III=III=III III=III=III=III=III—III=�XISTIN6 EARTH=III=III=III=III=III=III=I q5 U IG FT. =I❑I=III=III=III=I❑I=III=III=IIICm APPROX. q,5 G B Cm I-1 I-1 -1 I- -1 I- -1 I -1 -1 -1 I -1 I-1 I -1 -1 I-1 I-1 I=�I I=i I I= =i N II III-1 -1 I-1 -1 -1 I❑III-1 I -1 ❑I 11❑III-1 I -1 I❑III-1 -1 I-1 I -1 I I-1 -1 I I I I ❑II I-1 I -1 -1 I I III-1 -1 -1 I I I I1 -1 I1❑III-1 -1 I -1 I-1 -1 -1 I -1 -1 I I-1 I -1 -1 I-1 -111 -�1 -1 =1 =1 =1 =1 'EL. OUTH ELEVATION+(LEFT SIDE). . . . . . . . . . EL. 2.1' GROUNDAT ON �RIGHT+SIDE) o NORTH ELEY I w _ a a x oWQ ww5 Lu V Received iVed � ga kg3 ma¢a �Q ('f �3N�o j°aF'w�m t�Qr <�=~o'' — — — Q JH T iY3t�i DING — — — — — — — — — "Q 3 Q W o x �n T N5 zzQowxa Q0Q�zz Zoning Cl p W U, J U wW�w o ,^ O Z m F N R V III N~a w o O x �QJ 1 L a tZ'I N Q O Z 4 d � p O W�NZYV mQ� J1 � owap Q.F w O Q z n J Q m 7 F A cc W F J LL Z�Q Q �` CZ w O O.O 04 V H ��Q Q W INL _ s W ZU=OU Vl Q g �c°naaaa= w Ell , inn Q EL.=10.65' J ° OB 17 PROF. _ N 12 EL. = 9.4' 7"0 PROF. �� a mYv —/� — — — — — — — — — — — — — s oo Y m = = EL. _ -►'q'=III=III=III=III=III=III= I I=III=III=1 1=PROPOsP�AREA'oF FI'LL; =III=III=III=III=EL' _ ''Q=III=III=III=III=III=III=III=III_ EL. _ �.2= _ _ _ _ — _ o " II III—I I—III II III I _ _ III=III=III=III=III=III=III=III=III=III=III= xlsri=l I I=III=III >=XIST. III ILL TO sE U5ED FROM SITE.I I=III=III=III=I, EXIST. III=III=III=III=III=III=III=I f— — 1 f- EXIST. :I I=III=III=III=III= —EXI5TING EARTH EXIST _ — _ — _ _ _ _ —III—III—III—III=1 I I_III_III—III—III—III—III—III—III_III—III—III—III—I I I_I I I—���—___III=III—III—III—III-APPROX. a,5a5 CUE FT. — _III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III I _ I — _ — _ — � III-1 I-1 I =1 I I-1 —III-1 1= I I- -1 -1 -1 I -1 I I=I - I -I I I-I I I-I I I=I =I I I-I I =1 I I=1 I I=I 11=I I I-1 I I=1 I -1 I I-1 =1 -1 I I-1 I I-1 I -1 -1 =1 -1 -1 I I=1 =1 I -1 I I=1 =1 I I-1 -1 I-1 =1 =1 -1 I -1 =1 -1 I-1 I-1 =1 =1 I I-1 =1 I I—III=1 =1 I I=1 -1 I I-1 I I-I I I-1 I-1 I-1 I I II i t it it III I I I 1 l 1-I I I-1 11=II III I I I-1 I I-1 I I-I I I II I I-1 I I-1 I I-1 I I-III-1 I 1-1 -1 -1 I-I I I-I I El I I-1 I I-1 I I-1 I I= 11 'EL. 2.1' GROUND WATER' +' -0 U EL. 0.0' (NAVD88) M WEST ELEVATION (REAR) + WALE, ve^= r-o• U C L- m a Fn a LLI EX U 0 TA Z w >- W W m Z W p w LLF J N m M W O O N = O H i. 0 Xe< a r �• 3 N OF %A w W a py-{q®^ecei`,mayo e - ��zzma r o� � y� Za�u'Km SEP 112025 ---------------------- •\r K U Q I. s �T_� YWQJ1O �71nC7 W W W O W O � N o ELEV.+4OY(NAVD88) o z m F N a w PROPOSED CLERESTORY ROOF HEIGHT •� o z a -—-—-—-—-— -- ELEV. +3'1.0' ��. ® U W y z}coi ¢2 z9QYW�=:oj O J fl �wz3a mo0m 2'<a w r H u l QQ W u gjUit Uw Y w . PROPOSED SECOND_FLOOR G_EILIN_6 R.R AS PER PLAN w z o,ouw ELEV.+31.6' ia�coGaa= tD Y � a II I� O Y O O � N d m W v=m Q PROPOSED SECOND FINISHED FLOOR z o R .mso p T D j N F Q L o',y--•co T N p N W F.J.AS PER PLAN a` 3 E d 0 �- Q = PROPOSED FIRST FLOOR GEILINNO J w ELEV.+21.4' x 4 ' U m Lu U C o Q J �PROPOSED FIRST FINISHED FLCl ELEV.+12.4' -------OC� L O F.J.AS PER PLAN Q N BASELINE (PROP_GRADE) los 12 i i i i i i i i �� i i O i �� i i i i i i �i i i i o 7 /7,i IIIIIIIII—III EXISTEI—L� III—IIIIII—III III—III—IIIIIIIII—IIIIIIIIIIIIIII—III—III—III—III W III—III—III—II IEV—+I Ibo�—III—III—IIIIII—IIIIII—III—I I;� �'• I—III—III—III—III—IIIIII—III—III—III—III—IIIIII—III Z W } III—I I 1=III—III I—III - III=1 I —III=III—III=III=III=III III—III III—III III—III III III III III III—III—III—III LU W m W PROPOSED CELLAR — _—_ _—_ W yi - 1T�_� .: .. . .....: ... -.. . . _ . :. .. : •...;:. .; .. . ;..,,:: . .. . ...> - ,_.� . IIII—III—IIIIIIIII—III—IIIIIIIIIIII—III—III—III J W o IIIIIIIII— IIIIIIIIIIII—III—III—IIIIII—IIIIII—III — — — — — — — — — — IIIIIIIIIIIIIII—III—IIIIIIIII—IIIIIIIII—III—III 7-77 N = + + + + + + + + + GROUNDWATER+ + + + + + — + + + + + + + + + + + + + + + + + + + + +4. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + LL + + + + + + + + �++++-++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + Q V + + + + + + + + + ;ELEV.+2 1' + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + to O NAVD88 � a EA57—WE57 SECTION (FAGIN5 NORTH) Ln cq N 5GALE: 3nb•= Ib' r Q N O W W � Q i HOUSE � �•�� • eCeive SEp 12025 MAP OF PROPERTY pals CT Z Wing Board of APP- AJ i T UA TE - CUTCHOGUE PUB C WAS) _ _ _ TOWN OF SOUTHOLD -� ���-� SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-97-07-01 ��W'��w TM) vacaNr 7! f SCALE 1 =50, / WETLANDS to D*SE V WA(E) JUNE 1 , 2020 Z SCHOOL � 557 1 unu�r JANUARY 12, 2022 REVISE PER S.C.D.H.S. NOTICE No. 1 (10/09/2021) (USES PUBUC9. WATER) gO A-� uMR " - •_ v► — NOVEMBER 1, 2023 FOUNDATION LOCATION ENE o TOTAL LOT AREA = 459,415 sq. ft. �RORN� v, CT — GRASS Lp (TO TIE LINE ALONG HIGH WATER LINE) 10.547 QC. I S ale 41'$0„ E - - - _.. P,` E1ft v "�° -' - �" CERTIFIED TO: Pm1pe200 HENCHY LLC F - - r G EN i 'S' R Q 1lT1Ln' �' E _ r 11— WOODED NORTHEAST TITLE SERVICES LLC FUG E1 _ ROAD — — _ _ _ a,�0 _ r VALLEY NATIONAL SANK, ISAOA a� o - - MINA �_� W 350.34 (F FUG ESO $, FLAG Ez I Lms,LL crr °" U In !C) I 1�\ 1 Z FUG E49 I, N OO FLAG E3 ` \� ]WL ]Iu� 1•r{ 3=v Z i i X.0 \ AL �J� OTES: it- x22 $j N FLAG E48 JIL -t 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM AL O EXISTING ELEVATIONS ARE SHOWN THUS:xx FLAG E4 ` I \ S O 2. THIS PROPERTY IS ENTIRELY IN THE R-80 ZONING USE DISTRICT FLAG E5 FUG Ea `` \� 8 0 3. FLOOD ZONE FLOOD NSURANCERRATE MAP No. 36MATION TAKEN �3CO163 H x 1 RAG FLAG E47 oecKy AL ZONE AE: BASE FLOOD ELEVATIONS DETERMINED � ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. FLAG Ea AL� x� � 1S o• Xr.2 \� UPLAND LOT AREA = 125,163 sq. ft. ?�' 69• `r=51.06, Lc•w0" ., rrrr oA ,� 2.873 cc. S 3w - Oe`� I= , W "� FUG E46 SALT MEADOW r 6 j 0 D0,, a �t~C 6e tj0 `ZO . r AL / FUG E9 FLAG El \, "'jb �i�Y-3D �!'' a XL•2 I x Aj FUG E10 \ �.• 9A�' �'y� , 'X 5w FUG E43 o�'FUG E12 X lQy • ,,� 's.?� WOODED Z �1I,� oil F E13 O �iYL t'� `�B, ' a FUG E44 ;a FUG E14 I SALT MEADOW FLAC E32 FLAG E43 Ju�1'ts I ''I� ^ � p ]1uL FLAG E15 FUG///E31 FLAG S G E33 y ^Py� 4 X A-2 x FLAG E34 �� t7 Q • 'Qd, y AL FLAG EN FLAG m FLAG E42 ass RAG El \ Q OJ� Z01- �a �t q BOX\ / FUG E41 � I P FLAG E17 x� , FLAG � 0 \� FLAG E40 s 0M' X FUG E36 •d w FLAG E78 FUG EBB XA.5 FLAG E211 AL FLAG E37 {� ` JiIL FUG E19 FUG E38 ---- — - - OD • - x _. 1V FUG E27 v r C>' I E20 , LOT AL FLAG E21 FLAG E28 FUG E21 /1/ \ WOODED AL ,1, FLAG E25 SQ• FLAG �'� \ ]LYL FUG E2422 A f ( � FLAG E23 MD AL AME aurLDlNc AL,1, DOW LOB SALT MEA �9 AL 60 AL 46 �ory�o O� CD 0 �OJGJ� to ? CZ o`OLj 41 co Ry Sa o I (7 w STANDARDS FOR TITLE SURVEYS AS ESTABLISHED PREPARED IN ACCORDANCE WITH THE MINIMUM BY THE L.I.A.L.S. AND APPROVED AND ADOPTED FEE AASSOCIATIONOR UCH USE BY THE NEW YORK STATE LAND el / ti ..�61i€RtggP a.o r s d z // LANE ; !'O WOODED / A�TLER N.Y.S. Uc. No. 50467 /pOh TNAUTHORED OR ADDITIONoIVE ALTERATION VIOL OF 1 //�� SECTION ION209 OF THE NEW YORK STATE Nathan Taft Corwin III COPIES OF THIS SURVEY MAP NOT BEARING Land Surveyor THE LAND SURVEYOR'S INKED SEAL OR !�• EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY. �►Uxt j+\ /r CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. a yr / ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. � vz C' / ,'�6 IS PREPARED, AND ON HIS BEHALF TO THE' TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout / •� LENDING INSTITUTION USTED HEREON, AND 6 h PHONE (631)727-2090 Fax 631 727-1727 'L TO THE ASSIGNEES OF THE LENDING INSTI- N 9.56+ 6„ �• Tk ON. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFl;CES LOCATED AT MAILING ADDRESS s 1586 Main Road 27.85 � AND/ORSEASEM EASEMENTSTENCE OF OFRECORDIGHT OF , F P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 '. o � t� COUNTY OF SUFFOLK RECEIVED SEP 2 4 2025 EDWARD P.ROMAINE ZONING BOARD OF APPEAL% SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF ECONOMIC DEVELOPMENT AND PLANNING SARAH LANSDALE COMMISSIONER ELISA PICCA CHIEF DEPUTY COMMISSIONER September 23, 2025 Town of Southold Zoning Board of Appeals P.O. Box 1179 — Southold,NY 11971 Attn: Leslie Kanes Weisman Dear Ms. Weisman: Pursuant to the requirements of Sections A14-14 thru A 14-25 ofthe Suffolk County Administrative Code, the following application submitted to the Suffolk County Planning Commission is to be a matter for local determination as there appears to be no significant county-wide or inter-community impacts. A decision of local determination should not be construed as either an approval or disapproval. Applicant Municipal File Number Lee, Sangrok #8065 Very truly yours, 3"^1 (F � By Oralee Shelton Joseph E. Sanzano, Planning Director Division of Planning and Environment JES/os cc: Elizabeth Sakarellos, Town of Southold H.LEE DENNISON BLDG ■ 100 VETERANS MEMORIAL HWY,2n°FI ■ P.O.BOX 6100 ■ HAUPPAUGE,NY 11788-0099 Fso r�G OFFICE LOCATION: ��0 UljsiO MAILING ADDRESS: I Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 i(cor.Main Rd. &Youngs Ave.) y Telephone: 631 765-1938 0� Southold, NY 11971 GAO • Q 12{ IV-0 �yCOUNT`1,� � LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD ec dVe To: Leslie Kanes-Weisman, ZBA Chairperson DEC 0 3 20%2a Members of the Zoning Board of Appeals Zoning Board of Appeal Cc: Glenn Goldsmith, President, Town of Southold Board of Trustees Julie McGivney, Assistant Town Attorney Honorable Lori Hulse From: Heather Lanza, AICP, Planning Director LWRP Coordinator Date: December 3, 2025 Re: LWRP Coastal Consistency Review Sangrock Lee, #8065, SCTM# 1000-97.-7-1 This application is a Request for Variances from Article III, Section 280-15; to construct an accessory pool and amend a permit (#48463) for a single-family dwelling and add a roof top deck; and the Building Inspector's July 21, 2025 Notice of Disapproval based on an application for a permit to construct an accessory pool and permit for a single family dwelling and add a roof top deck at SCTM# 1000-97.-7-1. The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposal is INCONSISTENT with the LWRP as follows: Policy 6. Protect and restore the quality and function of the Town of Southold's ecosystem. 6.3. Protect and restore tidal and freshwater wetlands. A. Comply with statutory and regulatory requirements of the Southold Town Board of Trustees laws and regulations for all Andros Patent and other lands under their jurisdiction. D. Provide adequate buffers between wetlands and adjacent or nearby uses and activities in order to ensure protection of the wetland's character, quality, values, and functions. The proposed actions are directly adjacent to Eugene's Creek on what is currently undeveloped land and for this reason every effort should be made to ensure that the proposed work is consistent with the LWRP. While the proposed actions appear to meet the minimum requirement of setbacks for .the new pool, patio and residence, the fact that the wetland delineation is 5 years old and was undertaken in winter (February 3, 2020) when evidence of emergent plant material is often lacking, and the fact that rapid sea level rise means that tidal wetland boundaries are constantly migrating landward, means that this line should be re-established prior to final approval. Given the need to re-confirm the wetland boundary and the proximity of some construction activities within 100 feet of the wetland boundary, the Trustees should also review this application. Depending on the confirmed location of the wetlands boundary, mitigation of the proposed action may be necessary to find it consistent with the LWRP. Pursuant to Chapter 268, the Zoning Board of Appeals shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. 2 FORM NO. 3 TOWN OF SOUTHOLD i BUILDING DEPARTMENT Received OW� SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL SEP 1 1 2025 Zoning Board of Appeals DATE: July 21, 2025 Revised: August 13,2025 Revised: August 26,2025 TO: Sangrok Lee 5615 251 st St Little Neck,NY, 11362 Please take notice that your application received March 6, 2025: For permit to: construct an accessory pool and amend a permit for a sin le-family dwelling and add a roof top deck at: Location of property: 200 Beebe Drive, Cutchogue.NY County Tax Map No. 1000—Section 97 Block 7 Lot 1 Is returned herewith and disapproved on the following grounds: The proposed construction, on this 457,610 sq. ft. parcel in the Residential R-80 District is not permitted pursuant 280-Attachment 3 Bulk Schedule for R-80 which states. buildinjz heights for all district: 25 feet for flat or mansard roofs (see definition of height of building). • In conjunction with BP#48463 The proposed construction. as shown on the elevation plan, has a height of 32.5 feet. Additionally,the location of the pool is not permitted pursuant to Article III. Section 280- 15, which states accessory buildings and structures shall be located in the required rear yard. The site plan shows the proposed accessory pool to be located in the side mod.. Autorized Signatur Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. FORM NO. 3 TOWN OF SOUTHOLD Y\7 / BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: July 21, 2025 Revised: August 13,2025 TO: Sangrok Lee 5615 251 st St Little Neck,NY, 11362 Please take notice that your application received March 6, 2025: For permit to: construct an accessory pool and amend a permit for a single-family dwelling and add a roof top deck at: Location of property: 200 Beebe Drive, Cutcho ue,NY County Tax Map No. 1000— Section 97 Block 7 Lot 1 Is returned herewith and disapproved on the following grounds: The proposed construction, on this 457,610 sq. ft. parcel in the Residential R-80 District, is not permitted pursuant 280-Attachment 3 Bulk Schedule for R-80 which states, building heights for all district: 25 feet for flat or mansard roofs (see definition of height of building). • In conjunction with BP#48463 The proposed construction as shown on the elevation plan, has a height 33.2�fe Additionally, the location of the pool is not permitted pursuant to Article III, Section 280- 15,which states accessory buildings and structures shall be located in the required rear The site plan shows the proposed accessoKy pool to be located in the side ar . cal :�)Wthl Au rized 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,Z.B.A. pyltrb FORM NO. 3 J � a . a!3J TOWN OF SOUTHOLD BUILDING DEPARTMENT VV 4 k, SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL �\ DATE: July 21, 2025 TO: Sangrok Lee 5615 251 st St Little Neck,NY, 11362 Please take notice that your application received March 6, 2025: For permit to: amend a permit for a single-family dwelling and add a roof top deck at: Location of property: 200 Beebe Drive, Cutcho ug_e,NY County Tax Map No. 1000—Section 97 Block 7 Lot I Is returned herewith and disapproved on the following grounds: The proposed construction, on this 457,610 sq. ft. parcel in the Residential R-80 District, is not permitted pursuant 280-Attachment 3 Bulk Schedule for R-80 which states, building heights for all district: 25 feet for flat or mansard roofs (see definition of height of building). • In conjunction with W#48463 The proposed construction, as shown on the elevation plan, has a height of 33.25 feet. lat, Signa e Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. I Received APPLICATION TO THE SOUTHOLD TOWN BOARD OF APPE4P 1 12025 AREA VARIANCE House No. 200 Street Beebe Drive Hamlet Cutchogd@ning Board of Appeals SCTM 1000 Section: 97 Block:07 Lot(s) 01 Lot Size: 10.5 acres Zone AE & X I(WE)APPEAL THE WRITTEN DETERMINATION OF THE BUILDING INSPECTOR DATED 08/13/25 BASED ON SURVEY/SITE PLAN DATED 03/06/25 Owner(s): Sangrok Lee Mailing Address: 200 Beebe Dr, Cutchogue Telephone: 631-807-7707 Fax: Email: sangnyus@gmail.com 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: Anthony Portillo for( ) Owner dother:Architect Address: 10200 Main Rd Unit 3A,Mattituck,NY 11952 Telephone: 631-603-9092 Fax: Email: bepperson@amparchitect.com Pie se check to specify who you wish correspondence to be mailed to,from the above names: 7Applicant/Owner(s), ( )Authorized Representative, ( ) Other Name/Address below: WHEREBY THE BUILDING INSPECTOR REVIEWED SURVEY/SITE PLAN DATED 03/06/25 and DENIED AN APPLICATION DATED 08/13/25 FOR: N 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: III Section: 280 Subsection: attachment 3 &section 15 Type of Appeal. An Appeal is made for: (�)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( ) has, N4as not been made at any time with respect to this property, UNDER Appeal No(s). Year(s). (Please be sure to research before completing this question or call our office for assistance) Received Page 2, Area Variance Application Revised6/2023 SEP .1 1 2025 REASONS FOR APPEAL Zoning Board of Appeals (Please be specific,additional sheets may be used with preparer's signature notarized): 1.An undesirable change will not be produced in the CHARACTER of the neighbor or a detriment to nearby properties if granted,because: The proposed roof deck is relatively small in area and code required wire railing around it is minimal in appearance. The proposed pool in the side yard will be mitigated from street view and placed as far back as possible in relation to the dwelling 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: The previously permitted flat roof is already at the 25' height with previously approved clerestory above that. Approvals extending above the allowable 25'height were granted prior to the code of 25' maximum height for flat roofs going into affect. The proposed pool in the side yard is the most feasible location on the property without encroaching towards the Wetlands or requiring more clearing of the natural wooded area. 3. The amount of relief requested is not substantial because: The amount of relief requested is not substantial because the size of the roof deck above the 25' height is less than the previous permitted roof deck above the 25' height#48463 (dated 11/07/2022)and will not contain any permanent fixtures besides the required railings. 4. The variance will NOT have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district because: The variance will not have a physical or environment impact on the neighborhood or district because it does not affect any additional lot area or aspects of the building such as habitable or impervious surface area. 5. Has the alleged difficulty been self created? W Yes,or { } No Why: The difficulty is self created but the new design contends with the same hardship that the previously permitted design would have,had current zoning law been in effect.The new design is less invasive in nature as it occupies a smaller area than the previous design. • Are there any Covenants or Restrictions concerning this land? [X) 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. Signatu pplicant or Authorized Agent (Agent must submit written Authorization from Owner) Sworn to before me this day DARCEE AUFENANGER �^ NOTARY PUBLIC,STATE OF NEW YORK � ti�' of � ,20 22�5 Registration No.01A00019644 Qualified in Suffolk County Commission Expires January 9,2028 Notary P - c Zoning Board of Appeals Received �� J APPLICANT'S PROJECT DESCRIPTION SEP 1 1 2025 APPLICANT: AMP Architecture(Anthony Portillo) SCTM No. 1000-97-7-17nning Board of Appeals 1.For Demolition of Existing Building Areas Please describe areas being removed: N/A H.New Construction Areas(New Dwelling or New Additions/Extensions): Dimensions of first floor extension: N/A Dimensions of new second floor: N/A Dimensions of floor above second level: Roof Deck: 14'-8"x22'-6" Height(from existing natural grade): 32'-6" Is basement or lowest floor area being constructed?If yes, please provide height(above ground)measured from natural existing grade to first floor: 3' from grade III.Proposed Construction Description(Alterations or Structural Changes) (Attach extra sheet if necessary). Please describe building areas: Number of Floors and General Characteristics BEFORE Alterations: 2 story dwelling w/roof deck& 12'x26' pool Number of Floors and Changes WITH Alterations: 2 story dwelling w/roof deck& 16'x32' pool IV. Calculations of building areas and lot coverage,sky plane (From Surveyor,Design Professional): Existing square footage of buildings on your property: previously BD permitted(#45463 11/07/22)4,633 SF home,pool,&surround. Proposed increase of building coverage: +200 SF enlarged pool, *note that prop. pool patio @grade now smaller-356.4 SF* Square footage of your lot: 457,610 SF total, 125,181.3 SF buildable (landward of flagged wetlands) Percentage of coverage of your lot by building area(lot coverage) 1%of total , 3.6%of buildable 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): 4,112 SF .N/A as no change is being proposed to the GFA and this GFA was permitted prior to enactment of GFA code' For Residential lots, is project within the allowable Sk. Pam?(Please refer to Chapter 280, Section 280-208 of the Town Code): Yes V.Purpose of New Construction: Single Family Residential Home w/inground pool 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: The area of construction is flat with wetlands encomplassing a large percentage of the property. The proposed pool has Trustee approval for the distance to Wetlands 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. Revised 6/2023 QUESTIONNAIRE FOR FILING WITH YOUR ZBA APPLICATION Received A. Is the subject premises currently listed on the real estate market for sale? SEP 1 1 2025 Yes _V_No Zoning Board of Appeals B. Are there any proposals to change or alter land contours? _No Yes,please explain on separate sheet. C. 1.)Are there areas that contain sand or wetland grasses? Yes 2.)Are those areas shown on the survey submitted with this application? Yes 3.)Is the property bulk headed between the wetlands area and the upland building area? No 4.)If your property contains wetlands or pond areas, have you contacted the Office of the BOARD OF TRUSTEES for its determination of jurisdiction?yes Please confirm status of your inquiry or application with the Board of Trustees: Application was Approved June 2025 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? yes If yes, please submit a copy of your building permit and survey as approved by the Building Department and please describe scope of work: Prop. 2-story single family residence on vacant lot with roof deck, and 16'x32' in-ground pool. Prop. gravel driveway, dry wells, and innovative on site wastewater treatment system. 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. I. Please list present use or operations conducted at your property, and/or the proposed use proposed 2- story single family J. (examples:existing single family,proposed:same with garage,pool or other) y Z �S Authorized.signa Date i Glenn Goldsmith,President ``�QT S�U�y Town Hall Annex 54375 Route 25 A. Nicholas Krupski,Vice President �� �Q. P.O.Box 1179 Eric Sepenoski :J [ Southold, New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples G,'�cti �Q- ffM(63.11 ,b �+_41 SEP 112025 BOARD OF TOWN TRUSTEES Board of Appeals TOWN OF SOUTHOLD Zoning June 30, 2025 Anthony Portillo AMP Architecture PO Box 152 Mattituck, NY 11952 RE: SANGROK LEE 200 BEEBE DRIVE, CUTCHOGUE SCTM# 1000-97-7-1 Dear Mr. Portillo: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, June 11, 2025 regarding the above matter: WHEREAS, AMP Architecture on behalf of SANGROK LEE applied to the Southold Town Trustees for a permit under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated April 16, 2025, and, WHEREAS, the LWRP Coordinator issued a recommendation that the application be found Consistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on June 11, 2025, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the,premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the proposal complies with the standards set forth in Chapter 275 of the Southold Town Code, WHEREAS, the Board has determined that the project as•proposed will not affect the health, safety and general welfare of the people of the town, 2 NOW THEREFORE BE IT, Received RESOLVED, that the Board of Trustees have found the application to be Consistent with the <�. Local Waterfront Revitalization Program, and, SEP 11 2025 RESOLVED, that the Board of Trustees APPROVE the application of SANGROK,LEE to f A eals construct a two-story 2,415sq.ft. (approx. 41'10"x66'5"), dwelling with.base mer?t�aRWWe pp garage; a 22.6'x14.8' second-floor roof deck, a 456sq.ft. first floor'covered patio with steps leading up to a 772sq.ft. second-floor deck above patio; a proposed 16'x32' swimming pool with bluestone coping around pool; an 863.6sq.ft at-grade stone pool patio; 214 linear feet.of pool enclosure fencing with gates; pool drywell for backwash, install an I/A Wastewater Treatment System; install a stormwater drainage system; install a 1,680sq.ft. gravel driveway; and to establish and perpetually maintain a 75' wide Non-Disturbance Buffer within the areas seaward of the "Limits of Clearing & Grading" line; with the conditions of no additional fill on property; remove RCA that is existing outside driveway; no grade change between property and non- disturbance buffer; all as depicted on the site plan prepared by AMP Architecture, received on June 24, 2025, and stamped approved on June 27, 2025. Permit to construct and complete project will expire three years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: $50.00 Very truly yours, Glenn Goldsmith President, Board of Trustees N N. Rk" ............ Received BOARD OF SOUTHOLD TOWN TRUSTEES SEP 112025 SOUTHOLD,NEW YORK Zoning Board of AppeE VNE 11,2025 DATE: 3 q PERMIT NO. 10805 ISSUED TO: SANGROK LEE PROPERTY ADDRESS: 200 BEEBE DRIVE, CUTCHOGUE SCTM# 1000-97-7-1 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on June 11,2025, and in consideration of application fee in the sum of$1,250.00 paid by Sanuok Lee and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to construct a two-story 2,415sq.ft. (approx. 41'10"x6615"), dwelling il with basement and attached gara -floor roof deck, a 456sq.ft. garage; a 22.6'xl4.8' second first floor covered patio with steps leading up to a 772sq.ft. second-floor deck above patio; a proposed 16'x321 swimming pool with bluestone coping around pool; an i4 M 863.6sq.ft at-grade stone pool patio; 214 linear feet of pool enclosure fencing with gates; pool drywell for backwash, install an I/A Wastewater Treatment System; install a eJ stormwater drainage system; install a 1,680sq.ft. gravel driveway; and to establish and perpetually maintain a 751 wide Non-Disturbance Buffer within the areas seaward of the "Limits of Clearing & Grading" line; with the conditions of no additional fill on property; remove RCA that is existing outside driveway; no grade change between property and non-disturbance buffer; all as depicted on the site plan prepared by AMP T.. I Architecture, received on June 24, 2025, and stamped approved on June 27,2025. �4 IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of the day and year written above. A ae&zln/_ 'A �A _4 it J6Sao A, i 1 v/R6/q(T ._ . L•OT PUUBLIC.AAS=144 W Gr>f1LIN5 W _r��•-... _. f 7H2 PURILIG WA'U3R-...�•Y OY�7:lJN6�1'1/PFtiYATEY.I�l'i�.TI:R� .-,�'•-�=:.`` Mp'h33,L9►tI7HMISG`OF ! .+'�"'�_ .- -'_..._,� l�PP1J-GANT'r':PJtOFFJi7Y LltS91 a sue .� •+... 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PFGP�POOL PATIO Q 4 ` o �u; 1, aoas Q _v� f f TE -f Zoning Board of Appeals -PIROP.IBk32 `� f IN D f i Ol•ELLIN6 W SEPARATE APP -. \ PUBLIC.WATER ` * _T5'sE'aAGK LINE:.TWAL oNEiurlb,v a� PUBLIC.WATER .Jl: FROMTMMAiRM 0�111N6 W II PUBLIC WATER - E PUBWC,G M Nl4T8R 1 .l FiOCD MAP DATA, - 1./ Dw.'dd�2tln_. �'•�A47a'09I�9/2009 f1L+ap2GP�'n JiE6"i 7f ' + �• 'f�R070G710N{SILT F1GL`ki TOM �S %awI DiS ns RECUtii=Mrylw to �. .} owa uuNs W Mcacrwm�o56gurcrs 9 sut�acE WAT$a_4 a.!>ETL+\IJOS,ma _ PR�UECP PIIHI_IG VVAT9i PG6 1258 • � 90UiFlOis,!it;i1971 LOG�/.TEp h?t1iRl9Gp'OF.iir'E PRO.�iT'e wu,65 36TT Dow- AN:;.a'TE:PLA}L LEE RESIDENCE 4.ELEVATIONS F NAVV J98B 1 �e !* 1� - 05 •Q-, gt B01' 9:F.GT''pRaP,2R1tL1_ ,WAtHiN I50' 200BEEBEOR 1 .�—»_—__— DH'fC.TH)'ON'Sl fB PL/VL CUTCN000E.N"Im D _ 1 — `--r __ -- TM PLAN AML.Lit L.4tJE fTOYItI oppr SPAGE7 8H coA s 1:TQS � 'M Slip PLJ•1td I-1S' �'`TiIDIE DATA O 9� � j T0.7ff PAGE /� ` V-002.O Iv O2•$St�VEY'If@!dR;tAT10NYibOBTil117 H1A7FD%9VEhVEIi - O r�T .-/ MTM M PALE LI IJ Ll : COARSE PINE 15"I` T ROAD RWIN III ��0 ` 20F9 .i 1586 MAIN ROAD . 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Y' /• '/ / % / , , � '/ LIBS MHQ7 ROAD . I � J / ,/ / , i /, , i %. L i - - .. / L� / ;� / j Lr/ ,'� JAF�RoiR N.X..1194T / /• / /• i'/ / r / fM1VD. r / , r /� / FRfi06►io`fes F1 1 ,- r , / % , y. .J , / %•y %. �/. / %/ r i- / .j L F7B40VE.TII.O4NB1W4n0N RGA AFTER 1`ILJ\ , / / % ! / % , / 1.J.. , J �,/ '! /. I/j / j ! / / I / ,l CON9TRUGT70N 19 OOW1L•TE Z. K9 ONANEC PROM flo6TQ1B GRADE o0 PRO=. NOT SLOPF TCAkQDr N9N-DI57UFJWer- LEE RESIDENCE PROPOSED PARTIAL SITE RLAN. /i; , , ,";,I q'a i'';;ter.'; r .. 5GAM P.ZO' it 'n i / C %'' r.i.fl '! s i r./ .� e..i.(.Jr . . 20D/f a �• BFME Wt UI LEVIa_. -.. GRADE To Fz A rm B'o`IN ALL D.E C E E�Ya,iL CUWCHGGUE.FLY3:L935 ® /� 9PWUILOM IfODO T15 PEM . A ;,III { ctL, PAFGIALSITEPLAN OM fAY lor.K0.n iYF*M ' POLriOR vo'o•t!o%w/ imm7tm =FMFlW- e!JR617+ S!J]ur1usRAm_ :tim'uefns�a JPAG&._ O / J)/ FFO'.FifLCFs 3!6'MAX �¢ M PM FOOD v O F . . Rm. FROP GRA=1L V-Oo3.o .br n.ANORAiO'M I w enrfl a FQL.YSORW oAicot /�a. soya - NwFmcNya• ocl. on am WLIVtcRO9 '. � � !/i' ;•r,..: a .p. faN I'lTGN;w MN pl� '•- _ 0-1 117 � �RouoiA�Bc �— —� ,+uacirAlf cue•��— — RL.YKEaAT ounl:ft� l tcuisa.mr. O GJ1 7NIOIROEOII9YpTQ1 llllwmK+//!ul�1ooa:irrEwra V1 / 1pi9/LAATVM nroufTLR.-nE.ai/' � r{•j !l tr u �'•e. �'SJn� 1 ti r-Y lnr�nr,Fn ld r7WTc, r.R/7�,�, �,F/^.TInU i I \ .1 `r ♦1♦ �(V a.wrnaeGti <Y�-n�."Fl�i n I TOWN OF SOUTHOLD �yM BUILDING DEPARTMENT y TOWN CLERK'S OFFICE w o SOUTHOLD, NY RO(;OiVO \OGj BUILDING PERMIT SEP 112025 (THIS PERMIT MUST BE KEPT ON THE PREMISE§0 Board of Appeals nin WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 48463 Date: 11/7/2022 Permission is hereby granted to: Selden Jr, Albert c/o Christian Rasmussen 1250 Albo Dr Laurel, NY 11948 To: Construct a single family dwelling as applied for per DEC, Trustees and SCHD approvals. At premises located at: 200 Beebe Dr., Cutchogue SCTM #473889 Sec/Block/Lot# 97.-7-1 Pursuant to application dated 9/8/2022 and approved by the Building Inspector. To expire on 5/812024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,563.60 CO-NEW DWELLING $50.00 Total: $2,613.60 Building Inspector AGRICULTURAL DATA STATEMENT Received ZONING BOARD OF APPEALS TOWN OF SOUTHOLD SEP 1 4P) 1 2025 WHEN TO USE THIS FORM: This form must be completed by the applicant for any special use permit, site plan approval, use variance, area variance or subdivision app P z�?bpro r041pimIs an agricultural district OR within 500 feet of a farm operation located in an agricultural district. All applications requiring an agricultural data statement must be referred to the Suffolk County Department of Planning in accordance with Section 239m and 239n of the General Municipal Law. 1. Name of Applicant:AMP Architecture 2. Address of Applicant: PO Box 152, Mattituck, NY 11952 3. Name of Land Owner(if other than Applicant):Sangrok Lee 4. Address of Land Owner:200 Beebe Dr, Cutchogue, NY 11935 5. Description of Proposed Project:2-story single family residence with roof deck and accessory inground pool 6. Location of Property: (Road and Tax map Number)Beebe Drive, 1000-97-07-01 7. Is the parcel within 500 feet of a farm operation? V Yes { } No 8. Is this parcel actively farmed? V Yes { } No 9. Name and addresses of any owner(s)of land within the agricultural district containing active farm operations. Suffolk County Tax Lot numbers will be provided to you by the Zoning Board Staff, it is your responsibility to obtain the current names and mailing addresses from the Town Assessor's Office (765-1937)or from the Real Property Tax Office located in Riverhead. NAME and ADDRESS l Cheryl Viviano, 35950 Rt 25 Cutchogue, NY 11935 (1000-97-02-23) Mailing: 36020 Rt 25 2. 3. 4. 5. 6. (Please use the back of this e i there are ad 'tional property owners) �3 / 2 / Z Signature of Applic Date Note: 1. The local Board will solicit comments from the owners of land identified above in order to consider the effect of the proposed action on their farm operation. Solicitations will be made by supplying a copy of this statement. 2. Comments returned to the local Board will be taken into consideration as part as the overall review of this application. 3. Copies of the completed Agricultural Data Statement shall be sent by applicant to the property owners identified above. The cost for mailing shall be paid by the Applicant at the time the application is submitted for review. 61 Z20 Appendix B Received (/ Sliort Environmental Assessment Form J SEP 1 1 2025 Instructions for Completing Zoning Board of Appeals 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 verification. Complete Part 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. 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. Part 1 -Project and Sponsor Information Name of Action or Project: Lee Residence Project Location(describe,and attach a location map): 200 BEEBE DRIVE CUTCHOGUE NY 11935 Brief Description of Proposed Action: 2 story single family residence with roof deck and accessory inground pool Name of Applicant or Sponsor: Telephone:631-603-9092 AMP ARCHITECTURE E-Mail:Aportillo@amparchitect.com Address: 10200 Main Rd Unit 3A, NY 11952 City/PO: State: Zip Code: Mattituck NY 11952 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 W1 ❑ 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 governmental Agency? NO YES If Yes, list agency(s) name and permit or approval: ❑ z NYS DEC AND SOUTHOLD TOWN TRUSTEES 3.a.Total acreage of the site of the proposed action? 10.5 acres b.Total acreage to be physically disturbed? .07 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 10.5 acres 4. Che I land us at occur on, adjoining an ar the prop action.+ Urban _Rural (non-agriculture) Industrial L.JCommercial ©Residential (suburban) Forest EAgriculture ❑Aquatic ❑Other(specify): PParkland Page I of 4 5. Is the proposed action, NO YES N/A a. A permitted use under the zoning regulations? ✓ b.Consistent with the adopted comprehensive plan? Rece1!/ 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? SEP 11 2025 D ✓ 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: Zoning Board of Anp Ifl� ❑ 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES b.Are public transportation service(s)available at or near the site of the proposed action? ✓ c. Are any pedestrian accommodations or bicycle routes available on or near 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: ❑ ❑ 10. Will the proposed action connect to an existing public/private water supply? NO YES If No, describe method for providing potable water: ❑ Z 11. Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: 7 ❑ 12. a. Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? ✓ ❑ b. Is the proposed action located in an archeological sensitive area? ✓ 13. a.Does any portion ofthe 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: 14. ntify the typic bitat types that oc n,or are likely to be found on th-^roject site. Check all that apply: Shoreline Forest Agricultural/grasslands Early mid-successional Wetland Urban Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats, listed NO YES by the State or Federal government as threatened or endangered? ✓ 16.is the project site located in the 100 year flood plain? NO YES 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO If Yes, a. Will storm water discharges flow to adjacent properties? ✓❑NO DYES b. Will storm water discharges be directed to established conveyance systems ff an '- m drains)? If Yes, briefly describe: NO LtYES CzUTTERS AT ROOF WILL BE CONNECTED TO DRYW Page 2 of 4 18. Does the proposed action include construction or other activities that result in the impoundment of NO I YES water or other liquids (e.g.retention pond, waste lagoon, dam)? If Yes,explain purpose and size: 19.Has the site of the proposed action or an adjoining property been the location of i e or YlYseY NO YES solid waste management facility? If Yes,describe: SEP 112025 Z ❑ Zoning Board of APP-e3l_ 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 AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE _ Applicant/sponsor name: AMP A_ _ eg, Anthony Portillo Date: 07 Signature: I^ Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part I and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur I. Will the proposed action create a material conflict with an adopted land use plan or zoning Elregulations? 2. Will the proposed action result in a change in the use or intensity of use of land? ❑ El 3. Will the proposed action impair the character or quality of the existing community? ❑ ❑ 4. Will the proposed action have an impact on the environmental characteristics that caused the El El of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or El El existing infrastructure for mass transit, biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate ❑ El available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: ❑ ❑ a. public/private water supplies? b.public/private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic,archaeological, ❑ architectural or aesthetic resources? El 9. Will the proposed action result in an adverse change to natural resources(e.g., wetlands, ❑ Elwaterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 No,or Moderate ld small to large Rec�?i�/ impact impact SEP 112025 may may occur occur 10. Will the proposed action result in an increase in the potential for erosion, flooding or drai al� problems? Zoning Board C 4p 11. Will the proposed action create a hazard to environmental resources or human health? Part 3- Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3. Part 3 should,in sufficient detail, identify the impact, including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration, irreversibility,geographic scope and magnitude. Also consider the potential for short-term, long-term and cumulative impacts. Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Town of Southold-Board of Trustees Name of Lead Agency Date President Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) PRINT Page 4 of 4 Board of Zoning Anneals Application Received SEP 1 1 2025 OWNER'S AUTHORIZATION zoning Board of Appeals (Where the Applicant is not the Owner) I, Sangrok Lee residing at 200 Beebe Dr, Cutchogue,NY 11935 (Print property owner's name) (Mailing Address) do hereby authorize AMP Architecture (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 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. (Owner's Signature) Sangrok Lee (Print Owner's Name) Received *6) SEP 112025 APPLICANT/OWNER TRANSACTIONAL DISCLOSURE FORM Zoning Board of Appeals The Town of Southold's Code of Ethics nrohibits conflicts of interest on the Dart of town officers and emnlovees.The 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 necessary to avoid some. YOUR NAME: Lee, Sangrok (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 Variance V 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 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 0 2 Signature Print Name Sangrok Lee Received AGENT/REPRESENTATIVE SEP 1 1 2025 TRANSACTIONAL DISCLOSURE FORM? R The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town offlcef�(N'99n1 e'Q1s.Yhe�iuprpose 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 necessary to avoid same. YOUR NAME : Portillo, Anthony (AMP Architecture) (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 Variance 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 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 d fT,2W Signature Print Name Anthony Portillo (AMP Architecture) Town of Southold Received LWRP CONSISTENCE' ASSESSMENT FORM SEP 11 2025 A. INSTRUCTIONS Zoning Board of Appeals 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 Consistency Review Lang-. This 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" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus. each answer must be explained in detail, listing both supporting and non- supporting facts. 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#97 _07 _01 PROJECT NAME Lee Residence The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. © Board of Trustees ❑� l. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g.capital ❑ .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: Proposed 3 Bedroom and 3.5 Bath Single Family Residence. Proposed attached 2 car garage. Proposed In-Ground Pool. 200 Beebe Drive, Cutchogue, NY 11935 Location of action: 01 eC�6�ed Site acreage: 10.5 SEP 112025 Present land use: Vacant Lot(Partially Constructed Single Family Home) Zoning Board of Appeals Present zoning classification: R- 80C — 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: AMP ARCHITECTURE (b) Mailing address: 10200 Main Road, Unit 3A, Mattituck NY 11952 (c) Telephone number: 631-603-9092 _ Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes ❑ No❑✓ If yes, which state or federal agency?, C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Poster 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 LWRP Section III—Policies; Page 2 for evaluation criteria. ❑✓ Yes ❑ No ❑ Not Applicable THE PROPOSED NEW HOME-IS LOCATED WITHIN THE SETBACKS AND TAKES UP 1% OF THE TOTAL LOT OR 3.6% OF THE UP-WETLAND AREA. HOME IS ALSO A SIMILAR STYLE TO OTHER HOMES IN THE AREA. 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 ❑ Yes ❑ No ❑ Not Applicable THERE ARE NO HISTORIC OR ARCHAEOLOGICAL RESOURCES ON THIS PROPERTY. (� Received Attach additional sheets if necessary Zoning Board of Appeals 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 ❑ Yes ❑ No ❑✓ Not Applicable THE PROPOSED HOME WILL NOT AFFECT VISUAL OR SCENIC RESOURCES. Attach additional sheets if necessary 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 21 Yes ❑ No ❑ Not Applicable THE PROPOSED CONSTRCUTION WILL BE CONTROLLED THROUGHOUT THE PROJECT. ALL NEW PERMANENT STRUCTURES WILL BE CONNECTED TO STORMWATER MANAGEMEN6 SYSTEMS. — — - - - 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 Z Yes ❑ No ❑Not Applicable ALL STRUCTURES WILL BE CONNECTED TO STORMWATER MANAGEMENT SYSTEMS. 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. Yes ❑No ❑ Not Applicable ALL PROPOSED WORK WILL REMAIN OUTSIDE OF THE WETLANDS. 7nninn Rnarrl of Annaalc Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. ❑ Yes ❑No a Not Applicable THE PROPOSED WORK WILL NOT AFFECT THE AIR QUALITY. 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. ❑ Ye❑ 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. Received ❑Yes ❑ No ✓❑ Not Applicable Attach additional sheets if necessary Policy 11., Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑✓ Yes ❑ No❑ Not Applicable THE MARINE LIFE WILL NOT BE AFFECT BY THE PROPOSED CONSTRUCTION. THE HOME WILL BE SITUATED.OUTS_I_DE OF THE WETLANDS. HAYBALES AND_OTH,ER_ITEMS WILL BE USED TO PROTECT WETLANDS DURING CONSTRUCTION. 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❑ 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 ✓❑ Not Applicable PREPARED BY AA�Lkau ' ?y C�� , TITLE DATE S X y,. N Photo Looking South— North (Right) Elevation Photo Looking West— East(Front) Elevation IV SEP 1 1 20 � Ate., a l r-- ��' ' �' �• ,�/'�• r { TO SZE 5 �, — Photo Looking Northwest—South (Left) Elevation Photo Looking North—West(Rear) Elevation f , . ' A, _a W Photo Looking Northeast—West(Rear) Elevation Photo Looking East— North&West (Right&Rear) Elevation Lee Residence— 200 Beebe Dr,Cutchogue, NY 11935 Owner:Sangrok Lee Applicant:AMP Architecture All Photos Taken:January 15,2025 1 �6 TOWN F SOUTHOLD PROPERTY RECORD CARS.., OWNER �STREk`T r "tip `.i VILLAGE DIST. . SUB. LOT / r f. FOPU 1Ifk OWNER. 4 N E AO 'c.-�_� F✓ r'h 4 ,+''i -'r r•. ,fit t S W TYPE-QF•.BUILQING s' 7._ . {d ram) �.�-- ---•-�----_-u,,._._ ,..�,.. �2.,,._- �RI 5 f SI AS. VL `TM a.. FARMa COMM. CB. • MIQS, Mktt Value . LAN® IAAP. TOTAL ®ATE f REMARKS' - �5,/ ✓`w-,, Ago � �,/ ,J :g��1 } f'r�Cd"`-J '3 1"V 6 ..t ® ��? �'•(•� I +� .� ` i �^ t r � r„ t r t1. ,f d Y h` Y° i�G= l./ jt ��'�t-1 �' ��•1 ?1 y-' "`l Y.\C+ r 4 rt' ^"•.�•r^v f``-' i_i (( --• {' �^,� Yf¢�+. } • '� ,,. `S.g tJ -_�%�Y• �.3...�...'rCi...,..�` '" ...�. ,d. ,"!dc' `'�'/_moo... °'j t"' A' !��.'+'e 9 ..,1 .'`E®._I P A�' , AGE I � BUILDING CONDITION NEW NORMAL BELOW _ 'ABOVE FARM ._ Acre Value Per J VGIU0 — �— Acre k'/6 `� _t - d '4 ,, _ -Tilloble FRONTAGE ON WATERWoodland a ti FRONTAGE ON kOAQ .• ) e� .'L Meadowland i DEPTH House Plot BULKHEAD } 9 co Towl ! i DOCK d ZBA CHECK FEES - 2025 Funding Account-B2110.10 DATE NAME ZBA FILE k FEE CHECK# DATE SENT TO TCO 9/8/2025 Bradley,Irene and John 8063, $1,250.00 5704, 9/12/2025 Bieneman,Jane&Mitrione, 9/10/2025 Gianfranco 8064 $750.00 1564 9/12/2025 9/11/2025 Lee,Sangrok 8065 $1,250.00 1153 9/12/2025 9/11/2025 Thorsdottir,Anna 8066 $750.00 7207 9/12/2025 $4,000.00 i { 1 SEP 1 5 2025 ..�ti,-=i��°^a'"`.tr3 '•Q"�;�9irY ��}a,'':w;4 I i Mn of Southold P.-O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 09/15/25 Receipt#: 344824 Quantity Transactions Reference Subtotal 1 ZBA Application Fees 8065 $1,250.00 Total Paid: $1,250.00 Notes: Payment Type Amount Paid By CK#1153 $1,250.00 JSB LLC DBA, Natural Wellness Southold Town Clerk's Office 53095 Main Road, PO Box 1179 Southold, NY 11971 Name: JSB LLC DBA, Natural Wellness 56-15 251 st Street Little Neck, NY 11362 Clerk ID: MARIAD Internal ID: 8065 30 Cam, S+YtA • . c�c��SSA ;ipUytd - 6L/,-"r i'V1 jn- 5 kk(t �Li -e.3 S OV9 ��a be Ea ,� 5 d�� a vk I ` oC.G��-�- Sys eX�t S • E r BOARD MEMBERS of$QUr Southold Tow_P.O.Box 1179 n Hall - Leslie Kanes Weisman,Chairperson 53095 Main Road• Southold,NY 11971-0959 Eric Dantes Office Location: Gerard P.Goehringer Town Annex/Fast Floor,Capital One Bank George Horning ^�\�Q 54375 Main Road(at Youngs Avenue) Kenneth Schneider �ou ,� Southold,NY 11971 http://southoldtown.northfork.net - RE EIVED ZONING BOARD OF APPEALS g y� TOWN OF SOUTHOLD AR 2 2 2016 Tel.(631)765-1809•Fax(631)765-9064 _ g MoldoQn'C er , FINDINGS,DELIBERATIONS AND DETERMINATION J MEETING OF MARCH 17,2016 ZBA FILE#6930 ` NAME OF APPLICANT:Marjorie Adams PROPERTY LOCATION:2895 Eugene's Road,Cutchogue,NY SCTM# 1000-97-3-20.1 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 R category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated February 9, 2016 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP_DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The property is a code conforming 140,080 square foot lot located in an R- 80 zone. The parcel runs 418.52 feet along Eugene's Road. The parcel runs 420.09 feet on the West side, 309.30 feet on the North side,and 370.87 feet on the East side. The parcel is improved with a two story frame house and garage and a frame shed. There are wetlands on the Northwest side of the property and there is a 100 foot wide scenic easement bordering the length of Eugene's road. The frame house and garage is 202.2 feet from Eugene's road and the frame shed is 105.1 feet from the road. All is shown on a survey by Nathan Taft Corwin L.L.S. dated October 13,2015 and last revised January 26,2016. BASIS OF APPLICATION: Request for Variances from Article III Section 280-15 and the Building Inspector's December 15, 2015 amended December 22, 2015 Notice of Disapproval based on an application for building permit to construct an accessory in-ground swimming pool and `as built' accessory shed, at; 1)proposed in location other than the code required rear yard. RELIEF REQUESTED: The applicant requests variances to construct an in-ground swimming pool partially in the side yard and to permit the as-built shed to remain in the front yard where code requires a rear yard location. ADDITIONAL INFORMATION: Site inspection by the Board revealed that the existing residence is set back more than 200 feet from the road and substantial screening obstructs the view; and that the as-built shed is setback from the road at more than 100 feet and is buffered by a wooded scenic easement making it difficult t6 see. FINDINGS OF FACT/REASONS FOR BOARD ACTION: Page 2 of 3—March 17,2016 / ZBA#6930—Adams SCTM41000-97-3-20.1 Vl The Zoning Board of Appeals held a public hearing on this application on March 3,2016 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&267-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 neighborhood consists of single family homes. This home is set far back from the street and is behind a 100 foot scenic easement which consists of wooded trees. The pool is only partially located in a side yard and it will not be visible from the street. The as-built shed is set behind the scenic easement however;the shed can be moved to a conforming location or removed. 2. Town Law &267-b(3)(b)(2). The benefit sought by the applicant for the non-conforming location of the swimming pool cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The septic system is located in the rear yard and there is a New York state designated freshwater wetlands boundary on the Northwest section of the property making it difficult to locate the pool in a code conforming location. The shed could be located in a code conforming location in the rear yard. 3. Town Law &267-b(3)(b)(3). The variance granted herein is mathematically substantial, representing 100% relief from the code. However,there are wetlands which limit the placement of accessory structures and a wooded scenic easement which creates a visual buffer so that the in-ground swimming pool will not be publicly visible. 4. Town Law 4267-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. 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. 6. Town Law 6267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of an in-ground swimming pool 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-B, motion was offered by Member Dantes, seconded by Member Goehringer, and duly carried,to DENY the variance as applied for,regarding the accessory shed,and GRANT the variance for the in-ground pool as applied for and shown on the survey by Nathan Taft Corwin LLS last updated January 26,2016. Subject to the following conditions; 1.The accessory shed shall be demolished or moved to a code conforming location prior to the issuance of a building permit for the proposed in-ground swimming pool. 2.Pool mechanicals shall be placed in a sound deadening enclosure. 3.Drywell for pool de-watering shall be installed. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Page 3 of 3—March 17,2016 ZBA#6930—Adams SCTM#1000-97-3 20.1 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, or demolitions, 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. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. 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. Vote of the Board.• Ayes: Members Weisman (Chairperson), Dantes, Horning, Goehringer, Schneider. This Resolution was duly adopted(5-0). c Leslie Kands Weisman,Chairperson Approved for filing J /a! /2016 SURVEY OF LOT 1 MAP OF MINOR SUBDIVISION PREPARED FOR SCOTT KAUFMAN SITUATE CUTCHOGUE NSF LOVEND 50930 TOWN OF SOUTHOLD N SUFFOLK COUNTY, NEW YORK E L ,r,pP ,[GPoo 9,eTo.JTD7mEz o S.C. TAX No. 1000-97-03-20.1 N 81.43'00" 1 _ - ANFaR i SCALE 1"=40' OCTOBER 13, 2015 1 1 a JANUARY 26,2016 REVISED PROPOSED POOL A4 r I , [i `L i rr 11 AREA = 140.080 sq. TL I 1 pp u 1 $ 1a` 3.216 CO. �' ! i,,,•—ice'-'°°' „ .Y4 1� i ����ol��� II•� CERTIFIED T0.• •.• ' ! 1 pr+ 1 /r yp.4, 1-9 J +T MARJORIE ADAMS 1 v CITIBANK N.A. jv cv G° y� I ; OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY / �kkbSrp v ror���Konr r '+.P /x! ILL x„ f.ELEVATIONS ARE REFERENCED TO N.AV.O.1968 DATUM EXISTING ELEVA71ONL[ RE SHOWN WHU:m [xIST G N[s [ D us.------s----- a. I ------ p• �9 30 HECEFVEI: I k 1 ______ l '� ZONING IsOhHU u,I.�vEhL•; 1 _ "r•�AR ra xrD r..�rowl coo[ 1�I y 1 I.OTo �ab 1° 0�11 V 1 l ---- ` / C� S°t Ia FINAL MAP Ct' 1, REVIEWED BY s 118.l3 SKUNK v`NE SEE DECI ION# 'TO �.DATED I l�I s IA z 11� 11 j93.01' , 1 r r mRD.u,�tns".uEsADO :M[a 1sT iPT e lw'D W c IL T6.50.30w N7 .. mu Xdr+j SAF70 ,Pu. N G me°•'"µ ` !Ir'nldx,. Is AN 1•F4a.•P" 5 T. •• • _ �( _ -- NY.&Li,,No.60467 R D n�"4w T `�`"x" Nathan Taft Corwin III """°qY"°E C°-c Land Surveyor TEoBEE A q off*D[[OxSro[nED ID`i-1 IS NO—D NEREOx SNu W ` mOwpo,rIENC I FOR wHE.T t-1 W 75 Pa is e w io i C Successor TO;SW*zY J.UOksen.Jr.LS. [xcr.ND JR..Pn A ID g-1.s. N'HE �UTen+L51[D HLACW.1 To I�Ox�SWNEES OF E[[xDINC BIRD- fill,Sun'-S.LOWsrons- SRe Pions- COnsf—Innn LD 1 RI61GRDx5.W.[NDI TRAVSFER.BU:. you PHONE(671)727-2090 Fa.(631)727-1727 THE EXISTENCE OF RIGHTS OF WAY "CS 1G 10 AT WJUNG ADDRESS AND/OR EASEMENTS OF RECORD.V 1666 MD�O RGDO P.O.B4.16 ANY,NOT SHOWN ARE NOT GUARANTEED, JDmesp,t,New York 11947 J.—S-L New Yo,k 11947 1 R�CEWED JAN SO 2096 FORM NO. 3 70I4ING BOARD OF APPEALS NOTICE OF DISAPPROVAL DATE: December 15, 2015 AMENDED: December 22, 2015 TO: Mike Kimack (Adams) 321 Riverside Drive Riverhead,NY 11901 Please take notice-that your application dated December 8, 2015 For permit to construct an accessory in-ground swimming pool and an"as built" accessory shed at Location of property: 2895 Eugenes Road, Cutchogue,NY County Tax Map No. 1000- Section 97 Block 3 Lot 20.1 Is returned herewith and disapproved on the following grounds: The proposed accessory-ground swimming pool and"as built" shed located this conforming 140,080 square-foot parcel in the R-80 District is not permitted pursuant to Article III, Section 280- 15, which states, "In the Agricultural-Conservation District and Low-Density Residential R-80, R-120, R-200 and R-400 Districts accessorybings and structures or other accessory uses shall be located in the required rear yard." The proposed accessory in-ground swimming pool is noted as being partially located in the side yard and the"as built" accessory shed is noted as belm located in the front yard._ 1 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, Z.B.A. :(Nr • RX) I SUFFOLK COUNTY LEGAL NOTICE SOUTHOLD TOWN ZONING BOARD OF APPEALS THURSDAY,DECEMBER 4,2025 at 10-00 AM PUBLIC HEARINGS: NOTICE IS HEREBY GIVEN,pursuant to Section 267 of the Town Law and.Town Code Chapter 280(Zoning), �J Town of Southold,the following public hearing will be held by the SOUTHOLD TOWN ZONING BOARD OF APPEALS atthe Town Hall,53095 Main Road,Southold,New York 1 1 971-0959,on THURSDAY,DECEMBER 4,2025: The public may ALSO have access to view,listen and make comment during the PUBLIC HEARING as it is happening via ZOOM WEBINAR. Additionally,there will be a link to the Zoom Webinar meeting at http:l/ southoldtownny.gov/calendar.aspx. 10:G0 A.M.-3850 ALVAHS LANE,LLC/CUTCHOGUE VINEYARD,LLC/JUSTIN MIRRO#8059'-Request for Variances from Article III,Section 280-14 and the Building Inspector's August 1,2025 Notice of Disapproval based on an application for a permit to change a lot line;at 1)proposed parcel No.1 having less than the permitted lot area of 80,G00 sq.ft.;2)proposed parcel No.1 having less than the permitted lot width of 175 linear feet;3)proposed parcel No.1 having less than the permitted lot depth of 250linear feet;located at: 3850 and 4050 Alvahs Lane,Cutchogue,NY. SCTM Nos.1000-102-4-3.4&1000-102-4-10. 10:10 A.M.-NATHAN BRZOZOWSKI#8060-Request for a Variance from Article Ill,Section 280-15 and the Building Inspector's July 31,2025 Notice of Disapproval based on an application for a permit to construct an accessory barn;at:1)located in an area other than the code required rear yard;located at 34460 NYS Route 25,Cutchogue,NY. SCTM No.1000-97-2-9.1. 1020 A.M.-CHRISTINE CALARCO#8061 Request for a Variance from Article XX01,Section 280-124 and the Building Inspector's June 26,2025 Notice of Disapproval based on an application for a permitto demolish(as per Town Code definition)and reconstruct a single-family dwelling;'at:1)more than the code permitted maximum lot coverage of 20%;located at:245 Glenwood Road,Cutchogue, NY. SCTM No.1000- 110-4-11. 10.30 A.M.-EDWARD A.HARVEY AND MARY H.HARVEY#8062-Request for a Variance from Article XXIII,Section 280-124 and the Building Inspector's July 1,2025,AMENDED September 5,2025 Notice of Disapproval based on an application for a permit to demolish(as per Town Code definition)a single family dwelling(per Building Permit#51905)and reconstruct a single family dwelling with additions and alterations; at 1)less than the-code required minimum front yard setback of 50 feet;located at:3549 Clay Point Road, Fishers Island, NY. SCTM No.1000-7-2-1. 10.40 A.M.-MARIANNA AUGUST/BMB HOMES,INC.#8068-Request for Variances from Article XXIII, Section 280-124 and the Building Inspector's September 16,2025 Notice of Disapproval.based on an application for a permit to legalize'as built'alterations to a single-family dwelling;at:1)less than the code required minimum fronYyard setback of 35 feet 2)less than the code required minimum rear yard setback of 35 feet;located at 1900 Gillette Drive,East Marion,NY. SCTM No.1000-38-2-20. 1050 A.M.-JANE BEINEMAN AND GIANFRANCO MITRIONE#8064-Request for a Variance from Article XXIII,Section 280-124 and the Building Inspector's July.11,2025 Notice of Disapproval based on an application for a permit to demolish(as per Town Code definition)a single-family dwelling and reconstruct a single-family dwelling;at: 1)less than the code required minimum rear yard setback of 50 feet;located at: 10100 New Suffolk Avenue,Cutchogue,NY. SCTM No.10D0-116-6-1.2. 11:00 A.M.-BRAVEPORTER,LLC/JOE IAVARONE#8048-Request for a Reversal of the Building Inspector's June 16,2025 Notice of Disapproval,or in the Alternative,Variances from Article XXIII,Section 280-123A and the Building Inspector's June 16,2025,Amended October 6,2025 Notice of Disapproval based on an application for a permit to legalize the"as built"demolition(as per Town code definition)and reconstruction of an existing single family dwelling and to legalize the"as built"demolition(as per Town Code definition).and reconstruction of an existing seasonal cottage(converted.to year-round use)at:1) cottage is a nonconforming building containing a nonconforming use shall not be enlarged,reconstructed, structurally altered or moved,unless such building is changed to a conforming use;2)dwelling less than the code required minimum side yard setback of 10 feet;3)dwelling is less than the code required minimum combined side yard setback of 25 feet;4)more than the code permitted maximum lot coverage of 20%; located at:1425 Bay Avenue,(Adj.to Maron Lake)East Marion,NY. SCTM No.1000-31-9-7.3: 1:00 P.M.-SHELTER ISLAND SOUND,INC.#8067-Request for a Variance from Article III,Section 280- 13C(1)and the Building Inspector's August 11,2025 Notice of Disapproval based on an application for a permitto legalize an"as built"accessory recreational structure upon a vacant lot;at:1)"as built" construction of a recreational building and use is not permitted;located at 900.Paradise Point Road, Southold, NY. SCTM No.1000-81-3-252. 1:10 P.M.-JOHN G.BRADLEY AND IRENE BRADLEY.#8061 -Request for Variances from Article III,Section 280-13A(6)(d)and 280-13A(6)(i)and the Building Inspector's August 27,2025 Notice of Disapproval based on an application for a permitto construct additions and alterations to an existing single family dwelling to include a second story accessory apartment;at 1)apartment will exceed more the code permitted maximum 25%of the habitable space of the entire residence;2)foundation expansion will exceed more than the code permitted 25%of the living space of the existing dwelling unit;located at:1450 East Mill Road,Mattituck,NY.SCTM No.1000-107-1-2.4. 1:20 P.M.-SANGROK LEE#8G65-Request for Variances from Article III,Section'280A4;Article III,Section 280-15;and the Building Inspector's July 21,2025,.AMENDED August 26,2025.Notice of Disapproval based on an application for a permitto construct an accessory in-ground swimming pool and amend a permit for a single family dwelling to add a roof top deck;at:1)height at more than the code required maximum of 25 feet for a flat or mansard roof;2)accessory swimming pool located.in area other than the code required rear yard;located at:200 Beebe Drive,(Adj.to Eugene's Creek)'Cutchogue,NY. SCTM No.1000-97-7-1. 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. Application Files are available for review on The Town's Weblink/Laserfiche under Zoning Board of Appeals(ZBA)\Board Actions\Pending. Link- httpJ/24.38.28.228/WebLink/Browse.aspx?id=935072&dbid=O&repo=TownOfSouthold Please note the last date to submit written comments to this office will be the Friday prior to the public hearing.Afterwards,documents will not be accepted by this office,but can be submitted to the Board ZBA Legal Notice December 4,2025 Page 2 of 3 Members during the public hearing. If you have questions,please telephone our office at(631)765-1809,or by email:kimf(ssoufholdtownnygov. Dated: November 20,2025 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 ZBA Legal Notice December 4, 2025 Page 3 of 3 Tbe6uffolk Timex. See Proof on Next Page AFFIDAVIT OF PUBLICATION The Suffolk Times PO Box 1500, Mattituck, NY 11952 / (518) 730-4551 State of Florida, County of Broward, ss: I, Anjana Bhadoriya, of lawful age, being duly sworn upon oath depose and say that I am an agent of Column Software, PBC, duly appointed and authorized agent of the Publisher of The Suffolk Times, a Weekly newspaper of general circulation, printed and published in Mattituck, Suffolk County, New York, designated by the County Clerk of Suffolk County as a newspaper of record;that the publication, a copy of which is attached hereto, was published in the said newspaper on the following dates. Publication Dates: • Nov 27, 2025 Notice ID: 81gXiWcs1 a0f8bVzgwdO Notice Name: ZBA Legal Notice December 4, 2025 Publication Fee: $226.29 Ahfa„a 8aado.,ya aaenonnuw p 4'N'!oho y�'/ SHE RI SMITH Agent ," 6 Notary Public-State of Florida �. v. commission N xxxssma VERIFICATION y f` �ims11�y31.WN munmm State of Florida County of Broward Signed or attested before me on this:12/02/2025 '�A &A— — Notary Public Notarized remotely online using communication technology via Proof. ZBA Legal Notice December 4, 2025 Page 1 of 3 r BOARD MEMBERS ��fjF SU(/T�,O - 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 • �OQ Town Annex/First Floor Margaret Steinbugler COU 54375 Main Road(at Youngs Avenue) 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, DECEMBER 4, 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 "IN PERSON" 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, DECEMBER 4, 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.aspx. 1:20 P.M. - SANGROK LEE #8065 - Request for Variances from Article III, Section 280-14; Article III, Section 280-15; and the Building Inspector's July 21, 2025, AMENDED August 26, 2025 Notice of Disapproval based on an application for a permit to construct an accessory in-ground swimming pool and amend a permit for a single family dwelling to add a roof top deck; at: 1) height at more than the code required maximum of 25 feet for a flat or mansard roof; 2) accessory swimming pool located in area other than the code required rear yard; located at: 200 Beebe Drive, Cutchogue, NY. SCTM No. 1000-97-7-1. 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. Click Link: http://24.38.28.228/WebLink/Bro.wse aspx?id=935072&dbid=0&repo=TownOfsouthoId If you have questions, please telephone our office at(631) 765-1809, or by email: kimffisoutholdtownny.gov. Dated: November 20, 2025 ZONING BOARD OF APPEALS LESLIE KANES WEISMAN, CHAIRPERSON By: Kim E. Fuentes 54375 Main Road (Office Location) 53095 Main Road (Mailing/USPS) P.O. Box 1179 Southold, NY 11971-0959 ®�oSUF 4r ®�% Town Hall Annex, 54375 NYS Route 25 P.O.Box 1179 Cz 02 Southold,New York 11971-0959 Z Fax(631) 765-9064 1 / ZONING BOARD OF APPEALS DATE: November 3, 2025 RE: INSTRUCTIONS FOR PUBLIC HEARING Dear Applicant; The December 4, 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 seentn req Aic hearing which incbudes: PLEASiE READ CAREaFULLY. 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 November 25, 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 November 25, 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 I S+hS Certif ed Maul Return Re-ei-. 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. Instructions for ZBA Public Hearing Page 2 Please mail documents to the legal mailing address. (as on file with Southold Town Assessors Office) Mailing to be done by November 17, 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 e,southoldtownny.gov or elizabeth.sakarellosgtown.southold.ny.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://southoldtownnV.gov/DocumentCenter/View/11008/tentro112025-1 IIMiP�®+R�TANr�T I�N1S�T�RiiiTC+�TT�I�®�N1S: " Scan and emaiil the US+PS mailing receipts, green signalture cards and aff davits to kimsf(a�sout�holdtownny. ov, a1nd ** PROO MiP�T4LY IoTtS3PS MAhL** the OaRIGINALS to. th:e Town of So;utt�hold, ZBA, RK, R, SoMhoad, N,'Y 11.917t1. 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. ***PLEASE NOTE*** : THE LAST DAY TO SUBMIT WRITTEN DOCUMENTS TO THIS OFFICE FOR THE BOARD MEMBERS WILL BE THE FRIDAY PRIOR TO THE PUBLIC HEARING. AFTER THAT, NO DOCUMENTS WILL BE ACCEPTED BY THE OFFICE BUT CAN BE SUBMITTED TO THE BOARD MEMBERS AT THE PUBLIC HEARING. Kim E. Fuentes—Board Assistant Laserfiche Instructions / for Zoning Board of Appeals Records ( b •WN OF UTHOLD NEW YORK MEDIASOCIAL overnmen ervice isititt ow Do L. r w - _ r- � 1 �J a` -No' Me® Ma A, Agendas& Town Code Onlme Payments .Tottm Records Forms. 'i f' l Y. a ur bills Weht t<rt�<cE a ForinztAPpycarions 1 Stgn up to rcmVe Mmutcs Pfi'Yd eh =--......-.:--;-s...,.s..._.......e:._...=Zinn Above: Homepage, Click on Link"Town Records"Weblink/Laserfiche Laser-fiche Web Link ..- o UtyWebunk i Helo lb..t l sign out Home Browse Search TownofSouthold TownofSouthold Name Page count Template name- Town Clerk Entry Properties ------------- -- Town Historian Path T—tees iownofSouinold Zoning Board of AppeaK(ZBA) - - Creation date - - - - _ 5/52014 11:52:41 AM Page 2 of 2 First « 1 2l 29 Entries tact modified 1!122017&W.27 AM 1. Metadata No metadata asv$ned S...mr� n�8^••'+ro-.�.. .�o-.ri.a..�?t..wA..ox5 L11;•x,¢m.;'u,a.++n 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. s Laserfiche Instructions ZBA Files Page 2 Laserfiche We bLink WWebank i Help .About sign,'11t Home Browse Search TOwnOfSOLithoid Zoning Board of Appeals(ZBA) Zoning Board of Appeals Name Page count Template name .. e (ZBA) '7 Alphabetical Index 2 Entry Properties Board actions ,I Laserfiche Search Guides Path -7 Meeting Schedules 7o—OfStwttluidlZ-n gBear,. of Appeals fZBA) Minutes7AgendaS Legal NodcevHeanngs Creation date L7 Pending 711 OP001 12''17:16 PM L)Reports Last modified 572312017 11:07:14 AM r'_7 Special Event Permits Training Requirements ZBA Officials Metdddta d ZBA Policies No metadata MSlgned Exceptions List Code 2961OC(3) 1 ,I Jurisdiction Listing 1 ZBA Book of Mapped 1977 Existing Lots 199 —du.&Rcuhs _vnJhealthlpap-smear:Uss2 Bulk Schedules 5 Agreements.ContractsL Leases Page 1 of 1 14 Entries Above: Listed are types of records under ZBA Folder. ZBA Decisions can be found under Board Actions. Click on "Board Actions"folder to open. NetZero- NetZero- =Date.Duratian Calcula... TownOfSouthald-La... < Southold-Car D fvlost Visited a Getting Started '¢'� Southold,NY-Officia... I My " Laserfiche WebLink Home Browse Search TOwnOfSOUthold>Zoning Board of Appeals{ZBA)>Board Actions>Pending Pending Name �2 9025 MAIN ROAD LLC.CAROINALE Entry Properties '-I CB:L REALTY-withdrawn Path i--1 JEMCAP SO 1 LLC r a" �p.x`tC-a r ..i'f,-:•,aka 1°t PECONIC RECYCLING TRUCK >`i'a"�. ;k,.a.a ix•. THE ENCLAVES Creation date ','��' #7370-Frend 1000-128-6-6 328/2017 11:36:07 AM #7379-Solutions East 1000-13-3-1 Last modified 6/9/2020 3:58:58 PM #7383-Spiller 1000-59-5-8.3 -------—----------- - --- - ° #7384SE-HNF Resorts.Mydon Resorts-Campground-100040-3-5 Metadata _-_.- —._---._-------_----- -----_ #7385 SE-Fried 1000-50-1-13.1 NO metadata assigned #7386 860 Bayvlew Drive•LLC 1000-37:5-10.1 #7387 Hard Corner 1000-61-4-1 #7387 Hard Corner-SITE PLAN-Arch Plans 1000-61 -1 #7388-Minton Irrev.Trust 1000-128.-2-20 #7389 Benic 1000-71-1-4 #7406-Kappa 1000-88-1-1.5 Page 1 of 1 Above, Lists all Pending Applications under Board Actions/Pending URL Address, Link is http•//24 38.28.228:2040/weblink/Browse.aspx?dbid=0 1� r LaserFiche Instructions ZBA Files Page 3 Laserflche WebLink a My Webl-lnk.Help. About Sign Cot Home Browse Search TMnOfSouthold>Zoning Board of Appeals LZBA7>Board Actions Board Actions Name Page count Template name - -- -- -1 1957-1979 Entry Properties ---- - tn 1980-1999 Path n 2000 TownOfSouiholdlZcning Board of APPea15(ZElAABoard AL11n115 _12001 Creation date '?7 2002 7/10.2001 1221:55 PM �2003 Last modified 2004 32:J2017 1136:07 AM n 2005 Metadata ;-2 2006 No metadata asS shed �2007 2008 2009 ffi Resin— 4 --1 '_12010 ilWpap-unearslhes2 ^2011 t3 2012 l 2013 ,1 2014 L--]2015 `-2016 rn 2017 Pending »v.heakhlinetam/heiltWpap-smcar:Uses2 n�^^r�g r �•'-•--- Above: Board Actions are listed by year. Click folder to open. All Special Exception applications that require Coordinated SEQRA Analysis are stored in "Pending". ,Dine e— warm rv..norswmwla>2omng Board 0rnooea�s RS:d>Bdam ocddns>zoi7 Name sage count T<mpla2 a.sbea w; eoaraamon Entry ProP'Mes ._ 9oardnmon r1i d973 3 Pam A 6W7 36 Board Asbns LuwnOKcut*�id'2nnng Oo<vA Baare ninon OI:.pPeaKRBallBoartl a 700i �m >fkrcm,2U1% �7009 06 3oard Actlans C—ibe d.le ;�N11f 73 aaare,aQbns 2>01± s6 9oar0ninon Last modified Y2220f%T2vi�i.M $'p1a MI6 aoard:.ceons 'S.15 A3 Board ,^.Mer W. %016 ai awrd ARron .a mcra121.3 a585,Tx'd J 7012 ro 3oar0,yaions 3 7018 ib eoue action %p19 5B BoardnmOns It 7020 50 aoare>mons 59 3oa1d ninon 2 7022 75 aoan Amans 7023 335 e—d aQlors 'g•IO2a a2 3oard Acaws a rov -1a eoarenrnona Bond Ar.'mns S 782; ea Bnare amass g 7ozB 63 Saare-3 ro29 3 3oa1d-- a 7n_n<c a a�.>m am^^• Above: See listed File Numbers. Click on file you are searching. Laserfiche Instructions ZBA Files Page 4 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. Laserfiche WebLink camel M Home Browse Search Custom..S-,on Son results by: Relevance R—nds Management Search 7016 Board Actions-83 page(s) Field-me Ch.—field J Page count 83 Template name:Board Actions _Reset Page 3 Colin and Kristen Cashel PROPERTY LOCATION:162 Lower Shingle Hill.Rsh.r... Dap 4.-19.2017 97016,Cashel SCTM No.1000.9-1.26 minimus app-1 W I- Page 5.-y 19,2017-701 G.Cashei SCTM No.1000.9-1-26 GRANT,the varianceS S—ch terms Page 9 COLIN&KRISTEN CASHEL SECTION 009 BLOC Page 20.-Thomas Ahlgrer(Cashel}PO Box 342 Fishers StamcLNY 5 Show more information 7018 Board Actions-56 page(s) Page count 56 Template name:Board Actions Dag.46_9:30 A.M.-COLIN CASHEL AND Variances under Article Id.5ection ANN... Page 48...ame(s)?GUSTEN CASHEL#7016-Request proposed trellis located in other th— zi; Show More information Above: Shows you files that can be found using a phrase, name or title. Or you can search by Tax Map No. (District, Block and Lot) using the format 1000-111.-I-1. Laserfiche WebLink myWebUnk I Help I About I Sil Home Browse Search TownOfSouthold>Zoning Board of Appeals(ZBA)>Mlnutes/Agendas/Legal Notices/Hearings; Minutes/Agendas/Legal Name Page count _Template 7 I . name, Notices/Hearings -1 1957-1979 ,it Entry Properties 1980-1999 _ _ 20OD-2009 Path --1 2010 Town0fSouthold\Zoning Board of Appeals 2011 (ZPA)`,MiruteS/AgcridaS/LCpl NoticesiHean.rigs 2012 Creation date 2013 7/10/2001 2:57:40 PM 2014 Last modified 2015 12/1612016 2:15:i 4 PM 2016 2 Metadata 2017 No metadata assigned Page I of 1 11 Ent, Above: Also, Minutes,Agendas,and Hearing Transcripts can be viewed. Laserfiche Instructions / ZBA Files Page 5 Laserfiche WebLink o Mywebunk t Help I About Home Browse Search TownOfSouthold Zoning Board of Appeals(ZBA)-Minutes/Agendas/Legal Notice5/Hearing5>2017 2017 Name Page count Template name .. -- - - - _�ZBA-0110512017 7 2 Entry Properties _._ .. ... -__.. ._.. ZBA-0110512017 Agenda 4 Path M ZBA-0110512017 Hearing 40 Town0fSouthol(A7oning Board Of Appeals ZBA-01105/2017 LN 3 (ZBA)\Minutes1Agend1siLe?p1 ZBA-01719/2017 2 Notices/Heari ngsr 2017 ZBA-01 11912017 Agenda 2 Creation date 12/16120162:15:1 A PM ,_`.ZBA-02/02/2017 7 Last modified r,ZBA-02102/2017 Agenda 4 6/19/201;4;53:59 PM ZBA-02102/2017 Hearing 45 A Metadata ZBA-02102/2017 LN 3 Z6.4-02/76/2017 Agenda 3 No metadata assigned ZBA-02/16/2017Special 3 ___._------------- ZBA-0310212017 7 _edure&Resuks :m/health/pap-smear+:Uses2 , ZBA-0310212017 Agenda 4 ,y ZBA-0310212017 Hearing 65 ZBA-0310212017 LN 3 ZBA-03/16/2017 Agenda 3 G ZBA-031161--,017 Spedal 3 d ZBA-0410612017 5 MA-04/06/2017.Agenda 4 rj ZBA-04/0612017 Hearing 45 Above: Agendas, Minutes and Transcripts are in chronological order. Revised 6/15/2020 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 link - httpo.//Southoldtownny.gov/caIendar.aspx . 'AME : LEE , SANGROK #8065 SCTM #mE 1000=97=7= 1 VARIANCE: HEIGHT OF ROOF , POOL LOCATION r-,EQUEST.E CONSTRUCT ACCESSORY INGROUND SWIMMING POOL AND AMEND PERMIT FOR SINGLE FAMILY DWELLING TO ADD ROOF TOP DECK DATE : THURS. , DEC. 41 2025 1 :20 PM You may review the file(s) on the town's website under Town Records/Weblink: ZBA/ Board Actions/ Pending. ZBA Office telephone (631 ) 765-1809 ii TOWN OF SOUTHOLD tiJ >DK ZONING BOARD OF APPEALS Appeal No. SOUTHOLD, NEW YORK AFFIDAVIT OF In the Matter of the Application of: MAILINGS Sangrok Lee (Name of Applicant/Owner) 200 Bebee Drive, Cutchogue SCTM No. 1000- 97-7-1 (Address of Property) (Section, Block &Lot) COUNTY OF SUFFOLK STATE OF NEW YORK I, ( ) Owner, (x ) Agent Madison Malone residing at AMP Architecture, 10200 Main Road, Mattituck New York, being duly sworn, deposes and says that: On the 10 day of November , 2025, I personally mailed at the United States Post Office in Mattituck ,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 applic is property. (Signature) Sworn to before`me this DARCEE A�j�-e NTNGER 20 day of i�loveMbo- , 2025 NOTARY PUBLIC,STATE OF NEW YORK Registration N'o. 01AU0019644 Qualified in Suffolk County ry Public) Comnilssion.E Aires J.:inuary 9,2028 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. - . e . e _ , o. ECEI ra GE e. anj ru fl.l Ln a 5i�u i�1 s 1' q �£ £± P t �r `5A x;�x �� � "-"' � Certified Mail Fee c rU Certified Mail Fee C 1-952 r o $5°`t I r :„'1� F�� co $_r° ,j 1 i Iti $ �_2 r $ r M Extra Services&Fees(check box add tee ag p pare) • r'u Extra Services&Fees(check box,add feq app(pA ate) i S? '. ❑Return Receipt(hardcopy) $ Sri 111 i ^4 ❑Return Receipt(hardcopy) $ ;SI°,!f f ') ""�•"� O ❑Return Receipt(electronic) $ 1_I°111,f Postmark [� ❑Return Receipt(electronic) $—ill a,s 111-� ` Postmark'.`', E ❑Certified Mail Restricted Delivery $ — 1 Here C3 ❑Certified Mail Restricted Delivery $ I_t°I it I Here l-3 []Adult Adult Signature Required $ ROY i E3 ❑Adult Signature Required $ A. NOV 1, 0 2025 J C3 ❑Adult Signature Restricted Delivery$ r-3 ❑Adult Signature Restricted Delivery$ ! C3 Postage Postage *1.I_I__ Er °j 1 Er $ 11 f 1 u/2025 Total Postage and Fees f_ p Total Postage and Fees _ O $$I 1"1°77 C3 $10°77 ; ° c3 Sent To Sent To 1 _ l/_��1 IS �----------------------------- �_� _ �`SA------------ ----------_ Street pt. o.,orPO oxN C! Str et nd A o.,or PO Box o. Ciry te, rf ZIP 4® kA e � A. Signature iAgent ® Complete items 1,21 and 3. ■ Print your name and address on the reverse Addressee so that we can return the card to you. eceive by(Print e) C. Date of elivery I ■ Attach this card to the back of the mailpiece, M LS5 1 or on the front if space permits. 1. Article Addressed to: D. is elivery address different from item 1? Ye If YES,enter delivery address below: ❑No qs MWY1 3. Service ❑ ice Type 'Prlcrity Nail Express® I IIIIIIIII III IIIIIII II III IIIIII IIIIIII IIIII III ❑Adult Signature ❑,Registered MailT"" ed Adult Signature Restricted Delivery Registered Mail Restrict ❑ ❑• ❑Certified Mail@ Delivery'' ❑Signature ConfirmationT"' j 9590 9402 9373 5002 6219 98 ❑Certified Mail Restricted Delivery Signature Confirmation ❑Collect on Delivery Restricted Delivery ElCollect on Delivery Restricted-Delivery n+i Ia-Number(Transfer from service label) ❑Insured Mail n Insured Mail Restricted Delivery 702p `0 90 DO'0 2?82 1622 0j Domestic Return Receip)r ; • e • DECItIERY Im ■ Complete items 1,2,and 3. A. Sign ure ■ Print your name and address on the reverse X f Agent so that we can return the card to you. 1 iidressee ■ Attach this card to the back of the mailpiece, B. Received by(Printed Name) C.-Da e't5eI or on the front if space permits. 1. Article Addressed to: D. Is delivery address different from item 1? ❑Yes 'DO)e k�� '� If YES,enter delivery address below: [INo � Ue� �`\- 3. Service Type ❑Priority Mail Express® II II'I'I III III III II II I III I II IIII II II II I III ❑Adult Signature ❑Registered MailTM ❑Adult Signature Restricted Delivery El Registered Mail Restricted ❑Certified Mail@ Delivery 9590 9402 9373 5002 6252 17 [1 Certified Mail Restricted Delivery ❑Signature Confirmation7m ❑Collect on Delivery ❑Signature Confirmation 2. Article Number(Transfer from service label) ❑Collect on Delivery Restricted Delivery Restricted Delivery 'Rail 7 0 2 0 0,09 0 2 fl 2 7 8 2 15 61 J 10)a Restricted Delivery PS Form 3811,July 2020 PSN 7530-02-000-9053 Domestic Return Receipt L. i AMP Architecture Address:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone:(631)603-9092 Design + Build Lee Zoning Board Hearing#8065 200 Beebe Drive,Cutchogue SCTM: 1000-97-7-1 1000-97-6-1.2 Damir& Elizabth Plisic 152 Radcliff Drive East Norwich, NY 11732 1000-97-2-20 Nachiket& Rameshchandra Dabhi 1 Deerland Drive East Quogue, NY 11942 . ® e o . 1000-97-2-21 `n ®•cc ° Don L Jayamaha `n ago= , 243 Maiden Lane C'U o e lt"i AL U S 2 nj Mattituck, NY 11952 cp Certified Mail Fee r- $ $i`f. 0952 rt-I Extra Services&Fees(check box,add tee pp rate) 12 1000-97-7-25 ❑Return Receipt(hardcopy) $ 11_U)J ❑Return Receipt(electronic) $ ` ' I I o(Ifl Postmark' Diane Kwasneski ❑Certified Mail Restricted Delivery $�_ P Here M ElAdult Signature Required $ 95 Beebe Drive C3 ❑Adult Signature Restricted Delivery$ " r�— 7 Cutchogue, NY 11935 O Postage vnv nLdt n- $ $1.07 C3 Total Postage and Fees 11 f i 0/2(1` 5 1000-97-7-24 $ 0.77 p Sent T Joseph Judge [jPXk �Yb � X I� street a Apt IVo.,or PO oxTl 255 Beebe Drive N. eahn Cutchogue, NY 11935 ctry,star,ZP+4® - ----'" - ------ 1000-97-7-23 Robert&Carolyn Fisher — — -- — 65 Deerfoot Path m - Q,i Cutchogue, NY 11935 ,,,.' A. Signature` ■ Complete itemsl,2,and 3. C-� ■ Print your name and address on the reverse X ❑Agent 1000-97-3-20.1 ❑Addressee so that we can return the card to you. Steven & Marjorie Adams ■ Attach this card to the back of the mailpiece, B. Re ived b (Printed Name) G. Date of Delivery j 670 West End Ave, Apt. 11D1 or on the front if space permits. S P,h& S r' 4 New York NY 10025 f 1. Article Addressed to: D. Is delivery address different from item 1? ❑Yes I If YES,enter delivery address below: RIB 0 ��u���wX i 1000-97-7-2 C'`' r Cassidy TJ&GR Rev Trust 280 Beebe Drive Cutchogue, NY 11935 3. Service Type rl rionty Mail Expresso II I IIIIII IIII III I III II II I III I II III II II I II II III Adult Signature Cl Registerall El Adult Signature Restricted Delivery 0,Register6 d A Rail Restricted i ❑Certified Mail® Delivery Certified Mail Restricted Delivery El signature ConfirmatiortTM 9590 9402 9373 5002 6216 39 ❑Collect_on Delivery El Sigriature Confirmation 2. Artiola Ni,mhcr r-_— - Delivery Restricted Delivery Restricted Delivery 7�2Q` 0D9:0 :000p 2782 1:585 IRestnc#ed,Delivery (over$500) PS Form 3811,July 2020.PSN 7530-02-000-9053 Domestic Return Rebeipt AMP Architecture Address:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone: (631)603-9092 Design + Build 1000-97-2-22.1 Cutchogue East Elementary . - 34900 Main RoadCERTIFIEU . o ■ ■ Cutchogue, NY 11935 r- Domestic 114611 • Ln 1000-134-4-11 *a, , Town of Southold co Certified Mail Fee :1•L'. _,y 53095 Main Road r` $ $4.40 12 ru Extra Services&Fees(check bow add fee OWDphO ep PO Box 1179 ❑Return Receipt(hanicopy) $ so.ee _d__, C3 ❑Return Receipt(electronic) $ - =,'�r,,t i Posttnark„ Southold, NY 11971 O ❑Certified Mail Restricted Delivery $ 1 � Here r,°r,• O ❑Adult Signature Required $ ❑Adult Signature Restricted Delivery$ Postage i•I i NOV 1 0 2025 a' $ 11A0/2025 0 TWk1jP9 e and Fees C3 $ p S�qt o ru O ,street ndA t. o. o�rP�OBo�No. I r.. �l,J1T-V[[� ai- ---- 'Cl State, IP+ �- ---- ----------------------------------------- I (� - :11 1 - r 1 111•1 I ON •MPLETE'THIS SECTION ON DELIVERY ' 1 ■ Complete items 1,2,and 3. A. Signature ❑Agent ■ Print your name and address on the reverse X ❑Addressee so that we can return the card to you. _. ' M Attach this card to the back of the mailpiece, B. Rec ' (Printed Name) C. D to of Del e or on the front if space permits. \ 1 1. Article Addressed to: D. IS delivery address different from item 1? ❑Ye ����� If YES,enter delivery address below: ❑No ; NOD \�,& M Lr^VI� I �jC��c��nd 4�Y• I 3. Service Type ❑Priority Mail Express@ II�lillll ISII III I III II II I III I II IIIII I III I I I III ❑Adult Signature ❑Registered Mail ElR Adult Signature Restricted Delivery ❑Registered Mail Restricted, ❑Certified Mail@ Delivery I 9590 9402 9373 5002 6251 94 Certified Mail Restricted Delivery ❑Signature Confirmation Tm ❑Collect on Delivery Cl Signature Confirmation ❑Collect on Delivery Restricted Delivery Restricted Delivery 2. Article Number(Transfer from service label) 'ail'ail 020 0 0 9�a 00 0 0 !2 7 8 2 15 4 7 Restricted Delivery PS Form 3811,Julv2020 PSN 7530-02-000-9053 Domestic Return Receipt VV`E TOWN OF SOUTHOLD [ ZONING BOARD OF APPEALS SOUTHOLD, NEW YORK AFFIDAVIT OF In the Matter of the Application of: POSTING Sangrok Lee (Name of Applicants) COUNTY OF SUFFOLK STATE OF NEW YORK I, Madison Malone residing at AMP Architecture, 10200 Main Road, Mattituck,New York,being duly sworn, depose and say that: I am the ( ) Owner or(x) Agent for owner of the subject property On the 20 day of November , 2025 , I personally placed the Town's Official Poster on subject property located at: 200 Bebee Drive, Cutchogue The poster shall be prominently displayed on the premises facing each public or private street which the property involved in 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 feet from the property line. The sign shall be displayed for a period of not less than seven days immediately preceding the date of the public hearing of Thursday December 4, 2025 (Owner/Agent Signature) 20 2j Sworn to before me this 2O Day of NOy�ro_—P,r D 9=2�.:Ei�AUFct�lAll1GER ;(22�ryPuc (VOTARY PUBLIC,STATE OF NEW YORK Registration No. 01AU0019644 Qualified in Suffolk County Commission ExrLire-s January 9,2028 ° • jm p ®, • c► _ m ..n Ln Certified ,. ,� .° � .�.:� Easy N&r6ijeb rr . Y"1 Pu Cd Mail FeerLj ) µ cO $ $5.30 !lR52 co Certified Mail Fee r Extra Services&Fees(check box,add Jea a pr ate) �, „I- �, r" $ 7 ru rI Ii ;zkl ,.•n^ (1J Extra Services&Fees(check box,add fee r ppr pria[e) El Return Receipt(hardcopy) $ ,-I L y p []Return Receipt(electronic) $h, .t— %•Postmark El Return Receipt(hardcopy) $ !! i! Here p ❑Return Receipt(electronic) $ ((9 j!(I Postmark p ❑Certified Mail Restricted Delivery $ p ❑ h, Certified Mai `l Restricted Delivery $ T.H �Here' p []Adult Signature Required $ NOV 2025 p r;r, p .11*— �, 0 ❑Adult Signature Required $ ,(- []Adult Signature Restricted Delivery$ []Adult Signature Restricted Delivery$ • Postage 7 , i C3 Postage __r Er $ .0 NOV 10 2025 Q Total Postage and Fees ^¢ 1 C3 Total Postage and Fees 11/1!,/2 25 C7 $$_ ., p $t 10.7t C3 Sent To Sent To ru 0 Stree n t No. o�Bo fl l 'may-,-+,Y--C- �`Z " -- � G-------------------------- Street nd A r t.No.,or PO Box = n P+4" � � City, fate,ZIP+4®IS I / :11 I 11 111•I• ■ eTHIS • • ON • Complete items 1,2,and 3. A. Signature ■ Print your name and address on the reverse X ,;+ J ,��� ❑Agent so that we can return the card to you. i'��! �,, ^ rT' ❑Addressee B. R'ceived by(Printed Name) C. Date of Delive ■ Attach this card to the back of the mailpiece, �/ s rX or on the front if space permits. �•✓9-t t 1 I Fes) 1. Article Addressed to: D. Is delivery address different from item 1? ❑Yes 00��,o'4--t\ p (e g If YES,enter delivery address below: Q�No II I IIIIII III I'I I III'I II I III I II III II IIIII II III 3. Service Type ❑Priority Mail Expresso ❑Adult Signature Cl Registered MaiITM ❑Adult Signature Restricted Delivery ❑Registered Mail Restricted ❑Certified Mai10 Delivery 9590 9402 9373 5002 6216 53 ❑Certified Mail Restricted Delivery ❑Signature ConfirmationTM Cl Collect on Delivery ❑Signature Confirmation 2. Article Number(Transfer from service label) ❑Collect on Delivery Restricted Delivery Restricted Delivery n—,,—Ilail 7020 0090 0000 2782 1608 ��it Restricted Delivery PS Form 3811,JUIV 2020 PSN 7530-02-000-9053 Domestic Return Receipt OOMpLtTE THIS SECTIONON DELIVERY 89NC;ER' ° SEC�TfON. natu e ■ Complete items 1,2,and 3. ElAgent ■ Print your name and address on the reverse -- ❑Addressee so that we can return the card to you. ■ Attach this card to the back of the mailpiece, B. Received by( inte ame) Date of Delivery r C. or on the front if space permits. 1. Article Addressed to: D. Is delivery address different from item 17 es If YES,enter delivery address below: ❑ No ��Si C- 152 I 3. Service Type ❑PriQ ty Mail Express® II I'lllll IOII I'I I III II II I III I I'IIIII I IIII II III ❑Adult Signature ❑Registered MalITM ❑Adult Signature Restricted Delivery O fieq!'stered Mail RestrictF�` ❑Certified Mail® Delivery 9590 9402 9373 5002 6251 87 ❑Certified Mail Restricted Delivery ❑'Signature ConfirmatioitT" ❑Collect on Delivery ❑Signature Confirmation ElCollect on Delivery Restricted Delivery ' Restricted Delivery Article Number(Transfer from service label) 7 0 2 0 0 0 9 0 .0 0 0 0 2782 1530 �•, Restricted Delivery Domestic Return Receipt Form 3811,July 2020 PSN 7530-02-000-9053 -- :i +. {ts V , y o * tirh T . w Ir� � .t t _ x - ' t�ll +YI��� l+Tf�k uol +✓ . 637.603, _ -, ..._w.--• 4 Parch�tac9to92 y �Y +, .... 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Service Type ❑Priority Mail Express® j II I Ililll I'll III I III II III III I II IIII III III I I III ❑Adult Signature ❑Registered MailT" ElAdult Signature Restricted Delivery Cl Registered Mail Restricted' ❑Certified Mail@ Delivery 9590 9402 9373 5002 6252 24 ❑Certified Mail Restricted Delivery ❑Signature Confirmation'^ IIII ❑Collect on Delivery ❑Signature Confirmation 2. Artir_la Ni imncr rr„ems.•f-�^^-^--•`- -- '-'�-•� `lion Delivery Restricted Delivery Restricted Delivery � ail i i j�020 2 0 0.0 9.i: o a Q L 2782 15 7 8 Y Mail Restricted Delivery over$500) Domestic Return Receipt PS Form 3811,July 2020 PSN 7530-02-000-9053 1 BOARD MEMBERS �Zv So�Tyo Southold Town.Hall Leslie Kanes Weisman,Chairperson 53095 Main Road • P.O.Box 1179 Patricia Acampora > t Southold,NY 11971-0959 Robert Lehnert,Jr. Q Office Location: Nicholas Planamento O • �� Town Annex/First Floor Margaret Steinbugler l�COMM. 54375 Main Road(at Youngs Avenue) Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809 September 11, 2025 Mr. Joseph E. Sanzano, Director Suffolk County Department of Planning P.O. Box 6100 Hauppauge, NY 11788-0099 Dear Mr. Sanzano: Please find enclosed the following application with related documents for review pursuant to Article XIV of the Suffolk County Administrative Code: ZBA File #: 8065 Owner/Applicant: Lee, Sangrok Action Requested: construct an accessory pool and amend a permit (#48463) for a single family dwelling and add a roof top deck Within 500 feet of: ( ) State or County Road (� Waterway (Bay, Sound, or Estuary) ( ) Boundary of Existing or Proposed County, State, Federal land ( ) Boundary of Agricultural District ( ) Boundary of any Village or Town Within one (1) mile (5,280 feet) of: ( ) Boundary of any airport If any other information is needed, please do not hesitate to call us. Thank you. Very truly yours, Leslie K. Weisman ZBA Chairperson ftW By: Encls. Site Plan/Survey: AMP Architecture, last dated August 27, 2025 r1 Appendix A - County Referral Form Appendix A—Suffolk County Planning Commission Guidebook SubmissionSuffolk County Planning Commission u for Planning and Zoning Referrals Municipality: Town of Southold Hamlet: Cutchogue Local Case Numbe • 8065 District: 1000 Section: 97 Block: 7 Lot: 1 Local Meeting Date: 1 2025 Application/Action Name: Lee, Sangrok Public Hearing: Yes CNo Referring Agency: Type of Referral: Planning Board or Commission ❑✓ GML239/A14-14 S.C.P.C. Regulatory Review ` Zoning Board of Appeals F ISEQRA Coordination &Advisory Town Board/Village Board of Trustees Request for Informal Input from S.C.P.C. SEQRA Action: Final EIS EAF Lead Agency Draft Scope Draft EIS ❑ Findings Brief description of application or proposed action: construct an accessory pool and amend a permit (BP #48463) for a single family dwelling and add a roof top deck Type of Action Please check appropriate box below if action is located within the Suffolk County Pine Barrens Zone, within one mile of a nuclear power plant or airport or within 500 feet of.- . A municipal boundary, The boundary of any existing or proposed county, state, or federal park or other recreation area, • The right-of-way of any existing or proposed county or state road, • An existing or proposed county drainage channel line, • The Atlantic Ocean, Long Island Sound, any bay in Suffolk County or estuary of any of the foregoing bodies of water, • The boundary of county, state, or federally owned land held or to be held for governmental use, • The boundary of a farm located in an agricultural district. Comprehensive Plan (Adoption or Amendment) Subdivision ❑SEQRA Only ❑Zoning Ordinance or Map (Adoption or Amendment) Use Variance Moratorium Special Use Permit/Exception/Conditional Use Area Variance Site Plan ❑Code Amendment Official Map Note:The above represents a summary of the required actions subject to referral to the Suffolk County Planning Commission.The provisions of GML and Laws of Suffolk County must be used to verify which actions are subject to referral and the related procedural requirements. Contact Information Municipality Contact Name: Leslie Kanes Weisman Department/Agency: Zoning Board of Appeals, Town of Southold Phone Number: 631-765-1809 Email Address: donnaw@town.southold.ny.us Applicant Contact Name: AMP Architecture, PLLC Applicant Address: P.O. Box 152, Mattituck, NY 11952 BOARD MEMBERS �QF so Southold Town Hall Leslie Kanes Weisman.Chairperson ��� Odd 53095 Main Road - P.-O.Box 1179 Patricia Acampora Southold,NY 11971-0959 Robert Lehnert,Jr. Office Location: Nicholas Planamento �. • y4 Town Annex/First Floor Margaret Steinbugler Oli�r'�UIY I'�� 54375 Main Road(at Youngs Avenue) Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631)765-1809 September 11, 2025 SEP 1 1 ZOZ5 Heather Lanza, Town Planning Director Sou?HOLD 70Wtd PLANNING BOARD LWRP Coordinator Planning Board Office Town of Southold Town Hall Annex Southold,NY 11971 Re: ZBA File Ref. No. # 8065 — Lee, Sangrok Dear Sir or Madam: We have received an application construct an accessory pool and amend a permit (448463) for a single family dwelling and add a roof top deck. A copy of the Building Inspector's Notice of Disapproval under Chapter 280 (Zoning Code), and survey map, project description form, are attached for your reference. Your written evaluation with recommendations for this proposal, as required under the Code procedures of LWRP Section 268-5D is requested within 30 days of receipt of this letter. Thank you. Very truly yours, Leslie K. Weisman Chairperson By: Encl. Site Plan/Survey: AMP Architecture PLLC, Last dated August 27, 2025 Public Hearing Date: December 4, 2025 BOARD MEMBERS ��0� SOVTy� 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► y� Town Annex/First Floor Margaret Steinbugler �li�'c®U N 54375 Main Road(at Youngs Avenue) Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 December 26, 2025 Anthony Portillo, Architect AMP Architecture P.O. Box 152 Mattituck, NY 11952 Re: ZBA—Applications #8065 Sangrok, 220 Beebe Drive Cutchogue, NY SCTM No. 1000-97-7-1 Dear Mr. Portillo; Enclosed is a copy of the Zoning Board's December 18, 2025 Findings, Deliberations and Determination, the original of which was filed with the Town Clerk regarding the above referenced variance application. Sincerely Ki E. Fuentzs Board Assi8tant cc: Building Department 00(0*2 _ e 7CH MATCH I '}��f (///,,��' FOR PLLNO I��V _' l�^ 'I .SEE SEC NO ' p�.➢.M1s" 6� '&,yC1t '"' /^, . 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Pf Nlc trt 3, , SEE SEC NO ml-,2 t pa�� . g {�° �'' I a�w d, „-- .��- - LINE $ ,;,L % @ "�MATON� LwE1'1 +_� MATCH _...LINE .�' / f SEE SEC.NO.103 r>� 23CbUNTY OF SUFFOLK © N NOTICE mam v*m p,,.e mea�iva 12.1 A(d)or 12.1A O ______ a - Rea] Property Tax Service Agency mN DISTRINTELMON OF TION.SALE u�.mum t2.,Afc) G1 W 300 Center Dri,r,A',i'rLend,AY 11901 SUFF LK ON OF TA PMA' - (21) �Y,� SUFFOLK COUNTY TAX MP' sw•+.mg,e'n"°. �.ao sr e��@y zao Too zoo o +oo WITHOUT WRITTEN PE"' - Fee, S REAL PROPERTY TA" TOWN OF SOUTHOLD—BUILDING DEPARTMENT S a '; Town Hall Annex 54375 Main Road P. O. Box 1 179 Southold, NY 1 1971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny_gov Date Received APPLICATION FOR BUILDING PERMIT ggg fin` I� l`"_•-.. For Office Use Only �L 'h I I I v1R i ry P� PERMIT NO. Building Inspector: U, SEP f Applications and forms must be filled out in their entirety. Incomplete ! BUILDING DEP T TCA.applications will-not be accepted. Where the Applicant is not`the owner;an "`'`OF j`'`i' Owner's Authorization form(Page 2)shall be completed.,/ Date:08/29/2022 OWNER(S)OF PROPERTY: - Name:Sangrock Lee SCTM#1000-97-07-01 Project Address:200 Beebe Dr Cutchogue NY Phone#:631-807-7707 Email:sangnyus@gmail.com Mailing Address:200 Beebe Dr Cutchogue NY CONTACT PERSON: Name:Michelle Sarabia AMP Architecture MailingAddress:P.O BOX 152 Mattituck NY 11952 Phone#:631-603-9092 Email:msarabia@amparchitect.com DESIGN PROFESSIONAL INFORMATION: Name:Anthony Portillo Mailing Address:P.O BOX 152 Mattituck NY 11952 Phone#:631-603-9092 Email:aportillo@amparchitect.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF.PROPOSED CONSTRUCTION *New Structure CAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes iNo Will excess fill be removed from premises? ❑Yes RNo 1 PROPERTY INFQRMATi0N' Existing use of property: Sq FaMIN hS Intended use of property: ISNL ." (y�li(�1 r�s 7 J Zone or use'district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes Ei o IF YES, PROVIDE A COPY. Check Box After':Reiiding The aiuper/contractorJdesign prof6ssiflnalis responsible for all drainage and form"wafer issues"as provided by Chapter 236 of the Town Code APPL1CATiONIS HEREBY MADE>i the Bmlding Department fpr the issuance of a Bu+lding Permit`-pursuant to the:Building Zone Ordinance of the Town of;Snathald,Suffolk,County New York aril other"applica6l .laws Ordmances;or Regdlations.for;the construction of braidings; . Iadditions,alterations or for removal or demolition as herein de5ciibed The apphcaot agrgesao compJy with all:appitcable iaws 6"rd�narr�e5,building code, housing code and regulations and to admit authoraed inspectors on premises and�n butldutgs)for necessary irtspect+ons False.statements made herein are punishable as,"a Class A misdemeanor,;pursdanf to Section 21b 45 of the Nesnr Yorii State Penal Law Application Submitted By(print name). Y 11 � � Authorized Agent ❑Owner Signature of Applicant: Date: l( O(�a STATE OF NEW YORK) � S: p COUNTY OF S I1- J l R Ctvy, Je ss being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)he is the axat j (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this '- c� day of 120 44 X(n,�/ Notary Public DeborAOdowskii ,wy ,. Notary Public.State of New York PROPERTY OWNER AUTHORIZATION rueuc *= No.0 1 M6290392 Qualified in Suffolk County (Where the applicant is not the owner) "Eiv"roQ�;,•�' CommdssianEx ires0S�13/2Q �,unw,,, P i, ntm�C'6 Le-L residing at {� 2— do hereby authorize Amp Acacfcc Uu c— to apply on my behalf to the Town of Souterk 2Builcdli, g Department for approval as described herein. Owner's Signature ate Print er's Name 2 i 51 TE PLAN HATCH KEY: PROPOSED BUILDING PROPOSED 2ND STORY a B- Q ® PROPOSED POOL `' i:; 10 W NON-D15TURBANGE BUFFER W J C6 M Q 4-' i \ j fV \ I _ a) \ PROJ��� ����� • {I'��/ p 6 O//• / I 0 I r--- �' \ I p p Z 0 t PROPOSED 5 5EDROOM 55 BATH S I NO LE EAM I L1' -QQ 1 •Q I PROJECT LOCATION &SCOPE >1 c� DWELLING w/ RESIDENCE SITE PLAN & ZONING DATA o p ' c� \ \ I PUBLIC WATER _ _ _ - - PROPOSED ATTAC HEIR 2 G>4R OARAOE cc\j 0 cu - *PROP. I N-O ROUND POOL IN SEPARATE ,�PPL I GAT I ON* � GENERAL NOTES \ \ I 1 ENERGY TABLE \ VACANT \, 7 DATA :\ LOT \ DWELLING w/ I DWELLING w/ ,- . --------______ \ PUBLIC WATER 1 PUBLIC WATER _ - STRUCTURAL DESIGN CHARTS DWELLING w/ PRIVATE WELIL WATER �• \ HOLDOWN, ANCHOR BOLT, (NO WELLS WITHIN 150" of �'�,\\ \\ I _ ___-- �"� � ' 1 �, PROJECT / ZONING DATA �J .00 � APPLICANTS PROPERTY LINES) I -------_______ �•� \ I ,__-- w � STRAPPING, & NAILING DETAILS TAX MAP # 1000-g7-o7-ol FASTENING SCHEDULE -�-� 10 ZONIN6 DISTRICT R-80 G U -�---- �' FRAMING GRAPHICS -F�_ ATI , ''---L_�- - '' "_ 111 nn 11 O D "" LOT AREA 10.5 ACRES BEAM CONNECTION PATTERNS W M w FEMA FLOOD ZONES) AE6 $ X FIREBLOCKING DETAILS '�•J W DWELLING w/ p _- 00�%14„� A • PUBLIC WATERdTER METER y\ \ $O.34r N"h - - I E WETLANDS DISTRICT #lOOg6, ISSUED 03/I6/22 --�- ° BURIED PUBLIC'�.� • �. •� �;` , '� I\ """ # - PARTIAL SITE PLAN _ $ ELECTRIC- \ \ 14738 04865/00001, p � \ ry "_ - N rnDEG DISTRICTI55UF-D 04/05/22 _C ONNECTI ON5 \\ ( , - Q •Q I PROPOSED FOUNDATION PLAN S��gPG�= q \\ o SUFFOLK COUNTY HD APPROVAL (R-21-2�126) 4 BEDROOMS PROPOSED FIRST FLOOR PLAN �0 \' y N6 ° �y HABITABLE SPACE EXISTING PROPOSED r11 3ppp °SO`20,e VJ LL I v i 6? g'I6 -(' BASEMENT AREA o S.F. o S.F. } - I O�.O I PROPOSED SECOND FLOOR PLAN Q PROP. ON51TE WASTEWATER 8�6 TREATMENT SYSTEM q Ory / FIRST FLOOR AREA 0 S.F. 1,002 S.F. - I OLD•O I PROPOSED ROOF PLAN dam LIMITS OF CLEARING PROP. DRY WELLS / ry ry \ O GRADING �, r'; t_.�-`; VO x 2' DEEP (TYP.) �`�m SECOND FLOOR AREA O S.F. 2,285 S.F. ll \ �. u �. DWELLING w/ l PROPOSED EXTERIOR ELEVATIONS PROP. RAISED PATIO PUBLIC WATER -2O .O 75' NON-D15'7URBANGE -�6.� ` \` ) / $ 2ND FLOOR DECK ��J� ADJACENT AREA LOT COVERAGE (WITHIN ELA55ED WETLANDS) BUFFER FROM PROP05ED -�t83 ! _ / PROP. STONE POOL PATIO 4 r� LINE OF CLEARING \ `.. /,, /r® GR'�`DE �W DESCRIPTION (FOOTPRINT) AREA % LOT PROPOSED EXTERIOR ELEVATIONS �.� �� / 0 z, i/ ,\, COVERAGE 10 o -�jQ I •Q I BUILDING SECTION PROP. 2-5TORY � � ; ��� i/ '� ADJACENT AREA 125,181.3 S.F. p ui WD. FR. HOUSE w/ \ \ \ 014 2-GAR GARAGE PROPOSED 2 STORY HOUSE 2,415.0 S.F. I A% 0 � _ ���� i DWELLING w/ �t-�-Q 1 ,00 DESIGN DETAILS o 361 Xx 2' POOL \ \ s ' • '� , 4 0 i PUBLIC WATER PROP. COVERED PATIO $ DECK "i13.0 S.F. 0.6% N 'SIN SEPARATE APP."� � \ `', o' z u i . _ _ . . . - - - - - - . _ - - - - -G).O2 .00 DESIGN DETAILS cYi '- w \, \ %� J PROPOSED POOL - - 512.0 S.F. - 0.4% o a 0 PROP. POOL PATIO ® GRADE 536.6 S.F. 0.1% 0 o .3 > �j- Q ,Q I PROPOSED STRUCTURAL PLANS o W O �0 TOTAL AREA OF ALL STRUCTURES 4476.6 5.F. 5.6% cc ca '75' NON-:JISTURBANGE °mob �� M w N BUFFER 'CROM PROPOSED 0 *MAXf1�UM LOT COVERCE� LCOI�I^ED - 203� S- O2 .Q PROPOSED STRUCTURAL PLANS z ?5' SETBACK m DWELLING w/ z ,l LINE OF CLEARING -� PUBLIC WATER z = ry� FROM TIDAL / PROP. PERM. GRAVEL DRIVEWAY 1680.0 S.F. / WETLANDS LOT GOVERASE } �J" - O�.O I PROPOSED STRUCTURAL PLANS W " Y C) O % LOT o w loo' SETBACK / DESCRIPTION (FOOTPRINT) AREA COVERAGE �J- I O�.O I PROPOSED STRUCTURAL PLANS cr z FROM TIDAL o 0 � WETLANDS �\ TOTAL AREA 457,610.0 S.F. r DWELLING w/ P- O 1 .O 1 DWV/ WATER SUPPLY RISER N D Q PUBLIC WATER PROPOSED 2 STORY HOUSE 2,415.0 S.F. 0.5% GAS RISER z Cj x w o PROP. COVERED PATIO $ DECK 715.0 S.F. 0.2% � tW M PROPOSED POOL _ - _ - 512.0 S.F. - - - 0.130 PROP. POOL PATIO ® GRADE 83b,6 S.F. 0.2% \ TOTAL AREA OF ALL STRUCTURES 4476.6 5.F. 1.0% N 3.? PUBLIC WATER JJ *�NAX '1OM �T GOT�AGE OF STRI�C.TURES�i L��1�ED - 20�Jo Q PROP. PERM. GRAVEL DRIVEWAY Ike'O.0 5.F. REQUIRED SETBACKS - MAIN BUILDING PROJECT: bk� REOU I RED PROPOSED COMPLIES L E E FRONT YARD 60.0' 87.7' YES RESIDENCE r ry DWELLING w/ SIDE YARD 20.0' 245.5' YE5 ' PUBLIC WATER BOTH SIDE YARDS 45.0' 637.0' YES 200 BEEBE DR CUTCHOGUE NY 11935 1 w �tx/•i REAR YARD YES - - - - - (FROM WETLANDS) 75.0' 324.0' 'IRREGULAR � / _------------ LOTS 0 - DRAWING TITLE: d-. O/� i t^'�'-.»r+n -...'wryrr � . -w.> .;r• � "'w."R,-F�rr,me,.°e""�e"e�•+*r's�y� 'T!' '"�„'"` rer�,a.t PROJECT LOCATION &SCOPE ItA i a ' t�••-` "& . *;r' 1 r gx�..; +MB ,' ' ,;� +, ',_ * �, ! ' ,r �,�`" °j+ I SITE PLAN & ZONING DATA i ANTLER LANE x S I (TOWN OPEN SPACE) W � prq: tl r� . ' °` • p� �`, ;," c M At�a r•� Ut� 9 O M - yam". , +a...a.»"fit M" + 'd t � "^ #�' t "a } ft to .� e" 4t« ' PAGE: t r \�°" w y� '' ...1.;,_ ' ,r x .. r p i„5« .,,.cr !• r+ A , „p ",y �'d"F ;.+ !• .� ra iq f , '`" rs x c i r. f '§ :1 e 3} r x k c F •�..,,...',.. :' F "' d ° P' ,:Ili 'Fr av, {� t r F .P P,, .,•�+f j ,„ r 001m0l 0 6� �9 .00 � ' ,� �'� * , � P ' �= I • . � �.'. .�,.. � �'1 �. � � .. � �n � " -� jam/: DATE: 2/21/25 1 OF 19 ti6 �R e°3 SU5JEGT F OFER7Y ,, 4 tE' ; y ;°: ' oil . ' . 3 OO ?O 7$ SITE LAYOUT NOTES: �' a P� ,�' e t `t, ,4' 8 6' I. THI5 IS AN ARCHITECTS SITE PLAN $ 15 �,,� ry . E 9 O" SUBJECT TO VERIFICATION BY A LICENSED * '� a ti- y `� _,y r,, rY a k �. R - t�+ y' SURVEYOR. THE INFORMATION ,rr"". r " 1 � $�iA + K Aa, X ,. ._ r: REPRESENTED ON THI5 SITE PLAN 15 TO THE s.� .= '" • d f• e4 ARCHITECTS BEST OF KNOW EDGE. ' �•" �"' i ~;' a MAR 2025[ ' I" fY+ F a r*/ `� '✓+` 4�,y�"`•`_ y wr �• I� r!" •�.*,. r - �• xa ' �`� '. 4 w ti � '€''. ? i ' 2 tI2J .$ a"r,4 -"� ep' •°c ,: r �, f I, .^ �bE 1i ` • « 2. SURVEY INFORMATION WA5�BTA�NED ¢ A 4 �• .r,., « :, + r r Y# FROM A SURVEY DATED NOVEMBER I, 2023 - Y . x, AND PREPARED BY: 1°� _ w� �` # a e r¢ «� ' h+ ,, ,. t' �, p` x� .wr+ ,' d. 1 �; �. r'. x k � �.{ � s�told �� ��,- ,,J'4'. r ., t , o„'*•"'" 4' ' `' 1a1�d11�1�\(}Ct� r1 ®y.+�r°' .,. �'." n �, - +wa• r lit$»a"q {. (. NATHAN TAFT CORWIN I I I y e - ^'+: 4 I F i�` , ° ! 15456 MAIN ROAD �Y t 'Nsx JAME5PORTN.Y. IIg47 •.,•, r '"_.'.' :v .5r':. :3. .. '�. .$�, ra;«. '.� 3x ,_ ,. . .t'4 .. . �.` .s'`.` {.,_ s . \�: rr r�`°` t. . d v S 1 TE PLAN TELEPHONE: (631) 127 20g0 LOGA710N MAP SCALE: 1" = 60'-0" SCALE: NTS i SITE PLAN HATCH KEY: PROPOSED BUILDINGP R PROPOSED 2ND STORY a- Q ® PROPOSED POOL x Q L NON-DISTURBANCE BUFFER L J co v \ j IY c � w O b� FADE < +_� t- O I ,I � O p c: Z O \ i j FROFOS D 3 BEDROOM 5.5 E3ATH SINOL MILY O-00 •01 PROJECT LOCATION & SCOPE DWELLING w/ RESZ�IENrSITE PLAN & ZONING DATA c = PUBLIC WATER O - FROFOSEID ATTACHAD 2 GAR O R O -r O 4-' c9t 4-A CV 4-, Ln cu - fi ROFOSED I N-O FZOUNI� POOL a 026 GENERAL NOTES \\ VACANT � � ENERGY TABLE w/ \ LOT \, DWELLING w/ I DWELLING , - J" STRUCTURAL DESIGN CHARTS-_-_______--___� \ PUBLIC WATER I PUBLIC WATER - ' (D DWELLING w/ PRIVATE WELL. WATER �•� \ I ,_, W ---___ (NO WELLS WITHIN 150' �OF �• \ I , . ' APPLICANT'S PROPERTY LINES) ` � \ \,\ I PROJECT / ZONINO DATA (5-005.00 HOEDOWN, ANCHOR BOLT, �-- - STRAPPING, & NAILING DETAILS _ ` I TAX MAP # 1000-17-07-01 +J FASTENING SCHEDULE 70 ZONING DISTRICT R-80 G -®0�•0 cc) _ 0 FRAMING GRAPHICS _ LOT AREA 10.5 ACRES n 1 R p A D "" BEAM CONNECTION PATTERNS W FEMA FLOOD ZONE(S) AE6 8 X 4-1 W Lu 1o„E � FIREBLOCKING DETAILS DWELLING w/ p I �-- \\ ,O�' PUBLIC WATER m � �. $0.3 � --"" - • -_ r HATTER METER y\ \\ \ 4 " d' 0 PROP. $3URIED PUBLIG'�.��, \, � "__ WETLANDS DISTRICT #IOOQ6, ISSUED 03/I6/22 Lu L E O-OOj ,� 1 PARTIAL SITE PLANJc WATEI ELEGTRIG \ I\ _"" 1-4755-04865/00001, _-____- C� \, .p 1 \ �•� Ch DECDEG DISTRICT ISSUED 04/08/22 z ONS i \, 'PO d' '\ - r �' , �� �• _"" l SUFFOLK, COUNTY HD APPROVAL (R-21-2�126) 4 BEDROOMS PROPOSED FOUNDATION PLAN �� 'RCN �\, _�_'. \ o `\ "--_` O` FR � X Q � ' _ ` `� `'o \ -._._ ` .ti "" - 102 •® PROPOSED FIRST FLOOR PLAN (n 0 \' N6 „W HABITABLE SPACE EXISTING PROPOSED �D X \ .l ti UJ p, nn 11 Cl-7. w 5 6-1' BASEMENT AREA 0 S.F. 0 S.F. .O PROPOSED SECOND FLOOR PLAN Q 1 \.\ O `', / I PROP. ON51TE HAS: I 0 0�/ TREATMENT SYSTEM / 4Ory ��� FIRST FLOOR AREA O S.F. 1,002 S.F. I OL�.•O 1 PROPOSED ROOF PLAN LIMITS OF CLEARING a \\ / �' PROP. DRY WELLS / ry ry ' 8 4) x 2 DEEP (TYP.) gym, 1 SECOND FLOOR AREA 0 S.F. 2,255 5.F. DWELLING W -11 •� PROPOSED EXTERIOR ELEVATIONS PROP. RAISED PATIO PUBLIC, WATER 75' NON-DIST�JRBANGE 6.5' `\ I / $ 2ND FLOOR DECK -4_T ADJACENT AREA LOT GOVERACE (WITHIN FLAGGED WETLANDS) BUFFER FROM PROPOSED 8.3 / PROP. STONE POOL PATIO 4 4- LINE OF CLEARING \ l �6 / ® GRADE �W� �� •� DESCRIPTION (FOOTPRINT) AREA % LOT A-202 .01 PROPOSED EXTERIOR ELEVATIONS COVERAGE PROF. 2-STORY \ /' o/ �0 j/ ADJACENT AREA 125,151.5 S.F. A-50 1 .01 BUILDING SECTION W w WD: FR. HOUSE w/ 2-GAR GARAGE \ PROPOSED 2 STORY HOUSE 2,415.0 S.F. 1.1 v ►- \ \, Ro / �� DWELLING w/ -�-0 ) ,0O DESIGN DETAILS 0 :) \ I6 x32 / PUBLIC WATER w s; POOL f q ,- / PROP. COVERED PATIO 4 DECK 713.0 S.F. 0.6Y N vz / PROPOSED POOL 512.0 S.F. 0.49o -�- ,00 DESIGN DETAILS W z �• PROP. POOL PATIO ® GRADE 55(oh S.F. 0.73b U- m - 0 TOTAL AREA OF ALL STRUCTURES 4476.E S.F. 3.6Y S- I O 1 •01 PROPOSED STRUCTURAL PLANS 0 -15' NON-DISTURBANCEXTi�i i LO7G0%ER�CE tLC�1�Ei 2 I w w O BUFFER FROM PROPOSED 0 S- O2 .0 i PROPOSED STRUCTURAL PLANS (3 z ry�Q DWELLING w/ '15 SETBACK LINE of CLEARING � / PROP. PERM. GRAVEL DRIVEWAY 1,680.0 S.F. � g Q ry� FROM TIDAL / PUBLIC WATER Z = WETLANDS LOT COVERAGE > S- OJ.O I PROPOSED STRUCTURAL PLANS W " 00 - �$$$�� II00' SETBACK � ,/ DESCRIPTION (FOOTPRINT) AREA GOV RAGE ® 1 0�•v 1 PROPOSED STRUCTURAL PLANS o z 8?y FROM TIDAL / > o _ � WETLANDS /y TOTAL AREA 45-1010.0 S.F. U- w F- 01 .0 I DWV/ WATER SUPPLY RISER o CD DWELLING w/ PROPOSED 2 STORY HOUSE 2415.0 S.F. O5Y z z PUBLIC WATER GAS RISER z cv _ 'c Lu O U PROP. COVERED PATIO & DECK 715.0 S.F. 0.2% w S '\ PROPOSED POOL 512.0 S.F. 0.130 ti PROP. POOL PATIO ® GRADE 836.6 S.F. 0.290 �• TOTAL AREA OF ALL STRUCTURES 4476.6 S.F. 1.090 N 3�a DWELLING w/ J`'�""J`'"�'�� AXI l7M�CdT�G�Vi�~RAG�OF 57P,0 5�ALCO�W - O b� � N PUBLIC WATER Q � ~`' -•.\ PROP. PERM. GRAVEL DRIVEWAY 1,650.0 S.F. o REQUIRED SETBACKS - MAIN BUILDING PROJECT: N��k��� REQU I RED PROPOSED COMPLIES I E5 L E E FRONT YARD 60.0' 87.7' YE5 RESIDENCE r N DWELLING w/ SIDE YARD 20.0' 245.5' YES PUBLIC WATER r _a� 200 BEEBE DR BOTH SIDE YARDS 45.0' 637.0' YES YE5 CUTCHOGUE NY 11935 REAR YARD 75 O' 324.0' 'IRREGULAR , (FROM WETLANDS) LOT' C, ff / 0" / - - - - - - - - - - -" `7 r a" .. .; ,; " �" �ftJ"-T' * " - ° DRAWING TITLE: /�• 1f57•l ' �F4. I 'i,� '; r j n _ ,..: a t * g' - A� .''i As PROJECTLOCATION E SITE PLAN & ZONING ANTLER LANE ' •. . E G DATA (TOWN OPEN SPACE) + �.! ° •# A!" ... .SSo / ° •�„- '"-"'4'tf t°,,•E - I'' 4 i � !�' .. ., 4 `a ''i a,< </4`s �'✓"'!t + '�e �'- t � +"'' I gg lI� _ .�• + .. t{1sR, c;.o- szr ;,.'rr-; 4n ' -i ,, �^. „`', ," x t . a ," , . a' ", .. Y P , , l � O �0 / f " .m F`k a, , i - •i °a�"' ''�{+rfi1 a ,,� '1 , Pu� r �` .. ,a�. � f *e . & ��*� ,.t4 �t* ...W!'�A ' ° .. e* AGE. 1lM+ { M; '4y 'R '!r"_ •5 P Jr 1% lip /� I //// .. ra.ro,w � � a S t } i t ny.,,, t .t'� 6 d I ° t, �, M1 - 6s Jam" '" 2^✓'M r G-001m0l 00 �. \ 00 c ;t„ ? � + z ' I tt""' ' V`k. x i �. n .. t{•� i r ,• �+ ' aA ,�ry1 �� y A,,,' ;� , y 9 y • J , # •�.. . > , g� DATE: 02/21/25 1 OF 1(� \ '^V ;^ •,r } • a k r .1 ' '- i`.�!i tM Mat , ~ % ro• ! ,v a 9 kA mf' ♦ i n ..^ 54� " 4 _gyp } - @ `` rI ' d p t�L� t�1 SITE LAYOUT NOTES: SU5`JEGT I I�OFERT r t , j 9 30 6- So" I. THIS IS AN ARCHITECTS SITE PLAN 8 IS «a � .x � , :r il , 9' gyp" W SUBJECT TO VERIFICATION BY A LICENSED ' SURVEYOR. THE INFORMATION �� } , y ,; , P . REPRESENTED ON THIS 51TE PLAN 15 TO THE 7 p7 '� y .'t',i f ;, I ` ,!• j g� ;� ¢ 'y' .i awe! .' \CJ ARCHITECT'S BEST OF KNOWLEDGE. +�y a `�, �. '.w' Ya ," �'s�r 1 , m �x �� ,I r "+ ,.,.y _ 4 ;. fir.. F, 44; 2. SURVEY INFORMATION WAS-05 T ANNE �,r ,rt' ae" - Cx� FROM A SURVEY DATED NOVEMBER I, 2023 AND PREPARED BY: I F� t' ., 4,". * .,� 1 i",ai! r-, I � i`' 4 ' P.r `+�s a. _ .,rl ^M �' o- .+IRa 1,X� � ,+� •4 i"`z �� NATHAN TAFT CORK III ''" '®. '', `"a k ;, $tr f` 1 I h. ,r !;V", Y , n "1`t `c k` y .,�,.�^ �., Ct� {•r -F`:c � 1586 MAIN ROAD :m ;t '";� 1 q • I 'S�. 74 ®� JAMESPORT N.Y. I I a47 _ _.y.:•. .r ""...'. : .�':. :. .: . . I: , ,..._ is:.oaf'!.1 e`` -I. � - .e.*.r• i�,e� S 1 TIE FLAN TELEPHONE: (631) 727 20a0 LOCATION MAP SCALE: 1" = 60'-0" SCALE: NT5 i EL=5.3' CL C Q ;J 581°41'Sp:E WETLAND FLAGGING BY: p ENVIRONMENTAL CONS. 02/05/2020 SEPTEMBER 10, 2021 W ui PRO SHOWN THUS TEST HOLE DATA u'J PEp'7y LINE _ EL=5.3' t�I n MCDONALD GE05ERVICES U E I v E � S O r� D FOB 1258 'C (V - / / / / / / / / / / / / � -r►��_ _ SOUTHOLD, NY, I1a71 Lr) (631) -165-3677 0 O O EXISTING SPOT ELEVATIONS PER � C9 WATER\Jk\ ' / r / �� • INDICATED SURVEY EL=_._ .5 EL=7.4'oL DARK BROWN a0 O Z O i METER // / / 0 �' SHOWN THUS: — SANDY LOAM �(6 U d' r- / SM BROWN CV SILTY SAND O O ,_ / /. / / / / / STORMWATER DRAINAGE CALCULATIONS: CV O C>3 DWELLING AREA=2,415 Sq� Ft. O 3 PALE BROWN FINE Q 2,415 Sci. Ft. X 0.17=411 FT SW TO COARSE SAND 411/42.2=01.7 VERT. FT. OF V DIA POOL REO.'D PROVIDE (5) V DIA. X 2' DEEP POOLS 5.3' ,, LAI`NDWARD LIMI x p , / / / / Of WETLANDS AS , i WATER IN PALE =ETERMINED BY / SW BROWN FINE TO 1 , i i COARSE SAND 70 �\ EN-GCONSULTANTS ON, , , � � T TEST \ \ ,p / / r / / FEBfRUARY 3 2020 / HOLE EL=7.2' \ / / / / /� <�. / / / / / / / / / �' �' U -�` o-p \ \ / \$ \ \ \ / /NEW ABSORPTION / / / / / / / / / / / / 1 1 1 o \ / / / / / / COMMENTS: GROUNDWATER �rt \ \ / TRENCHES (ATL BY INFILTRATOR) ENCOUNTERED 5.3' BELOW • GRADE S U C P `Y � NEW \ POLYLOK \DIST. BOX LINE OF 2ND STORY OVERHANCG II Q '(ALL SEPTIC COMPONENTS TO 8 MIA. INLET 24" MIA. COVER / / / / / / / / / \ �•S, / MAINTAIN 5'-O" MIN. SEPARATION) d) NEW FUJIG -EA' GEMS I/A OW EL=6.2' - / wuj NEW J:: PVC AIR LINE OO � (PER MANU. SPEC.'S) / / / / // / / / r ® ® ® O O � w � Z / D.N. / / / / / / � 9 NEVI / / / % / / /r / 0 EL=7.6' o w NEW FUJIMA AIR BLOWER INSTALLET�ON GONG. BASE 5 NEW F JIG LEAN / / / I / / UJ U \ AL\ M/CONTROL PANEL / / / - / / , / / , / / , 8'-O" 6 Uj / / , / / / ✓ / / / / / \ �� oLyC — / / / / / / / / / z ROP.I —loll l _ Lu \ / � R / /, / / / / / / / (� 6" ,� , o It PROPOSED\ / / / / / / / / / H BASEMENT \ /, / / / / / / / / / / / / oo ? EGRESS WELL / / / / / / / / 0 o WINDOW / / / / / / / / / = U. w / /� / / / / / / / / / / / / N N N a PROF. I \ (PROP. / / / / / z ( IRO , D. Z o HOLE DETAIL 2 a N g w L) u« w to ILL Lf) �fi�Y L L ETA I L W 0 cv � SCALE: 3/4" = I'-O" � o /' /r / �° '% _ PROPOSED RAISED �/ r // ,r / // ,/ / // PROJECT: 5���� F. i � ,PATIO � 2ND FLOOR / / / / -y �, I POOL 1 / / DECK / / / ,r / / , / / / /' , �' / r , / LEE BLUESTONE COPING / CJC � � / / ,/ / / // i� / // / / ,� / / RESIDENCE PROPOSED STONE- POOL / PATIO ® v / / / EL=5.0'i AlEL 6.2 200 BEEBE DR CUTCHOGUE, NY 11935 DRAWING TITLE: PARTIAL SITE PLAN SITE PLAN HATCH KEY: PROPOSED BUILDING PROPOSED 2ND STORY / / /r // / // // / // / / // /r / r / /� / // r // / .// / // ' ® PROPOSED POOL \' / PAGE: NON-D15TURBANGE BUFFER / // // // /r / r/ / // / r / / // G-005mOl DATE: 02/21/25 5 OF 19 51TE LAYOUT NOTES: I. THIS IS AN ARCHITECT'S SITE PLAN 8 IS / / / / / / / / / / /' / / / / / � SUBJECT TO VERIFICATION BY A LICENSED '' / SURVEYOR. THE INFORMATION REPRESENTED ON THIS SITE PLAN IS TO THE ARCHITECT'S BEST OF KNOWLEDGE. 2. 5URVEY INFORMATION WAS OBTAINED FROM A SURVEY DATED NOVEMBER I, 2023 AND PREPARED BY: NATHAN TAFT CORWIN III 1586 MAIN ROAD �! / / / / / / / / / � A!� � JAME5PORT N.Y. I1a47 / / / / / I �� �p 3 ' TELEPHONE: (631) 727 20a0 / / / / / / r / / G Sc �,., S 1 T E FLAN <E 10 FR01=05EE7) fi AR71AL 517E FLAN SCALE: I" = 150' SCALE: 1" = 1 5' i _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. STL. a EXISTING TO REMAIN WHEN APPLICABLE) � 0 Lu NEW WOOD FRAME (L.G. NEW FOUNDATION WALL LLJI � 5TL. WHEN APPLICABLE:) J NEW I-HR FIRE RATED MIN. (2) 2"x4'� STRUCTURAL E N WOOD FRAME (L.G. 5TL_. ® P05T FOR 4 WALLS O In WHEN APPLICABLE) (MIN. (2) 2"x(o" STRUCTURAL O 01) P05T FOR (o" WALLS), U.O.N. 76 = C NEW 2-HR FIRE RATED >- WOOD FRAME (L.G. 5TL.. WHEN APPLICABLE) a C Z O .cu i >-) O O 4-1 FLOOR PLAN NOTES -J N � O 4-' DOOR NOTE: aA NEW PERMEABLE ROOF DECKING. SEE SECTION 12-g Q O Oj I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT ON NOTE12'-2" II'-8" �'-10"- PLANS BY 'JELD-WEN' (OR EQUAL). O O 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ON PROVIDE 4" PLANS BY 'THERMATRU' (OR EQUAL). 10 NEW 4"x5" ALUM. DOWNSPOUT (TYP.) + GONG. SLAB FOR 5. DOOR TYPE TO SELECT �`� A/C CONDENSER ® O p ® ® n 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR WALLS LJ �f 5. INSTALL AS PER MANU 5PEG.'s II GUTTER HIGH POINT (TYR) 6.PROVIDE (2) 2"x5" HDR., U.O.N. T. SEE PAGE 6-003 FOR ALL OTHER FRAMING 12 d) -1 m Q WATER METER ELECTRICAL ETER IGAL ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. O NEW OUTDOOR A/C CONDENSER UNIT - MULTI ZONE: I. CONDENSER SHALL BE GREE MODEL MULTI56HP230VIAO 15 STAIR 4 RAILING NOTE: SIZED IN ACCORDANCE WITH NY5 ENERGY CODE ' 44'-1" 91. ALL NEW STAIRS SHALL HAVE MAX. 1-3/4" RI 4 MIN. 2.INSTALL CONDENSER ON GONG. PAD4'-611-} r l 10" Tr - RISERS SHALL BE CLOSED 3. PROVIDE BRANCH BOX AND COOLANT LINES A5 - I V 2. 42" HIGH GUARDRAIL 4 SPINDLE E>PAGING NOT TO RECOMMENDED BY MANUFACTURER. ALLOW PASSAGE OF A 4" Q SPHERE;36" HIGH 4.PROVIDE CLEARANCES AS PER MANU. 5. INSTALL ALL AS PER MANU. SPEC.'s HANDRAIL 4 SPINDLE SPAGIN6 NOT TO ALLOW � W I PA55A6E OF A 4" 0 SPHERE m 3. CRIPPABLE RAIL AS PER CODE 13 WALL MOUNTED AIR HANDLER: E E W 4. RAILIN6 TO BE WOOD ® INT. 4 METAL 6 EXT. O I. MOUNTED AIR HANDLERS: 6REE MODEL E qo VIROQHP230VIBH 4 1 6REE MODEL VIRISHP230VIBH CLOSED P. GONG. STAIR: SIZED IN ACCORDANCE NYS ENERGY GORE ® I. TYR 42" RAIL AS NOTED 2.6C TO PROVIDE BLOCKING, PIPING, AND ELECTRICAL 2.RAILING SHALL BE WROUGHT IRON OR 6ALV. 5TL. AS REOUIRED FOR MOUNTING AND INSTALLATION r l FA5TENINC SHALL BE AS PER RAIL MANU. PROVIDE 3'-0:2 EXTERIOR GRADE PAINT AS REO'D OR POWDER 14 FIRE RATED DOOR: ' SUMP PUMP TO COATING O 3QX6 I HR.. SELF-CL051NC DOOR. -11 EXTERIOR DRY 3. 5EE FOUND. PLAN 4 DETAIL _ WELL FREEZE PROOF H05E BIB: • OSMOKE DETECTOR / GO DETECTOR NOTES: I5 FASTENED w/MA50NRY ANCHORS (PRECISE cV I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT I6 SMOKE /CARBON MONOXIDE COMBINATION DETECTOR LOCATION T.B.D. IN FIELD - CONSULT w/OWNER) © - HARD WIRED TO EACH OTHER w/BATTERY BACKUP. a. 2.INSTALL ALL AS PER MANU. SPEC.'S I6 CONCRETE APRON 3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR O I. PROVIDE CONCRETE APRON SLAB TO TRANSITION j SMOOTHLY FROM SLAB EL. TO GRADE IN COMPLIANCE WITH LOCAL GORE 2. APRON SLOPE SHALL BE NO STEEPER THAN 1:12 m 3. GRO55 SLOPE MEASURED PERPENDICULAR TO m `N MASONRY TRAVEL OF APRON SHALL BE NO STEEPER THAN 1:Q5 m PATIO ABOVE OWINDOW NOTE: (2% SLOPE) ' 3 4 I. ALL NEW WINDOW5 4 DOORS SHALL. BE ANDERSEN 4. BROOM FINISH TO PROVIDE SLIP-RESISTANT SURFACE 5M/C:O GA5EMENT,DOUBLEHUNG, OR GLIDING (A5 NOTED); r- INSTALL AS PER MANU. SPEC.'S. FOR MECH. AREA, GARAGE SLAB f cm SUBSTITUTIONS, SEE NOTE #q IN "CLASS WINDOWS O _ O O _ UNEXGAVATED I. PROVIDE (2) WALL-HUNG RHEEM RETEX-36 TANKLE55 C=: _ AND DOORS ON PACE C-002 IF CASEMENT ELECTRIC. D.W.H. O O WINDOWS - ALL GSMNT WNDWS SHALL HAVE 2.INSTALL AS PER MANU. SPEG.'s �� " ' STRAI6HT ARM HINGE WHEN 3.MAINTAIN 30"x30" CLEARANCE IN FRONT OF i- (15) RI 1,151, 2.IF DOUBLE HUNG - ALL DEL. HUNG WNDW5 TO BE I I UP TILT WASH MECHANICAL UNITS AS PER NY5 MG 306.1 k-4'_5" in (13) Tr ® I " w w 3.ALL 6LAZING WITHIN IS" OF FF TO BE TEMP. GL. �- 4.SEE PA6E 6-003 FOR FRAMING ELEMENTS AROUND EGRES5 WINDOW WELL: WINDOWS (TYP. FOR ALL) U.O.N. 18 PROVIDE NEW E&RE55 WINDOW WELL 4 COVER BY BAGKFILL OJ "ROGKWELL;66 SERIES" 66"W.X44"D.X4&"H. (WRT-664448) COMPACT �`3'-8 w � N EGRESS NOTE: ,OR EGUIVrALENTJNSTALL A5 PER. h1AN LPEGS. EVERY b". O Y IN COMPLIANCE WITH NEW YORK STATE BUILDING ~ CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF I FIREPLACE CHIMNEY AT ROOF: PROVIDE 3 EGRESS SHALL BE FOLLOWED: GONG. SLAB W/ 16 0 Q " STONE FINISH O _ we. ( la I. WOOD BURNING FIREPLACE CHIMNEY TO RUN THROUGH - NET CLEAR OPENING........... 5.1 S.F. ROOF PER NY5 CODE. A-501 I T `� A-501 0 w a 2. CHIMNEY TO EXTEND 2' MIN. ABOVE ROOF 4 10' MIN. N 0 m NET CLEAR HE16HT............... 24" MINIMUM (� _ - (2) TANKLE55 117 03 NET CLEAR WIDTH................. 20" MINIMUM! \ FROM OTHER OBSTRUCTIONS. `� I ELEC. H.W.H. w y 5. SEE DETAIL 20 ON PAGE A-402.00 = PROVIDE NEW FIREPLACE UNIT. HOMEOWNER TO OSELECT. CONNECT AS PER MANUFACTURER SPECS; O FIREPLACE CHIMNEY VENT THROUGH ROOF: I48o2 PROVIDE ALL NECESSARY VENTING THROUGH WALLS 4 I. WOOD BURNING FIREPLACE CHIMNEY TO RUN THROUGH PROP. CELLAR Z 2 ROOF TO EXTERIOR. ROOF PER STOVE MANUFACTURER'S SPECIFICATIONS I E6RE55 WINDOW 4 NYS CODE. = BAGKF I LL w U COMPACT EVERY V O ONEW LAUNDR AREA: )K F Q MASONRY b". PROVIDE 3" w I. NEW WASH / DRY\HOO UP ( �I m PATIO ABOVE GONG. SLAB W/ w 2.COORDINATE LAUND. ROOM 4 DOOR DIM.'s ELECTRICAL PANEL: LJ M F- STONE FIN15H Z ELECTRICAL PANEL LOCATION;ALL O w/SIZE OF EQUIP. 21 NEW EL L INSTALLATION AS PER NYS ELECTRICAL GORE O 3. PROVIDE HOOK UPS AS REQ'S PER MANU. Hie---H,EFFJGIENGY LAMPS: ^ 3'_3" 4'-I II'-6" 0 10" z Z 2 to 0 DRYER EXHAUST NOTE: OT LE55 THAN 410% OP 7HE�ERMA E NSTAL D LIGHTING \� cV Q I. DUET SHALL TERMINATE TO EXTERIOR FIXTURES 5HALL CONTAIN ONLY HIGH-EFFICACY LAMPS, AS PER �D Z _ 2020 NY5 EGG R404.1 V w 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY in OPENINGS N O 3.DUCT SIZE A5 PER MANU. HOT WATER PIPING INSULATION: 0 q f � w � 4.DUCT SHALL BE EQUIPPED w/A BACKDRAFT DAMPER MECHANICAL SYSTEM PIPING AND HOT WATER PIPING SHALL BE Q 6'-011 Y 81-011 * 61-011 U j INSULATED TO AN R-VALUE OF NOT LESS THAN R-3 FOR THE S. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN FOLLOWING CONDITIONS PER 2020 NYS EGG R403.4 4 R4055: d GONSTRUGTION. FLEXIBLE TRANSITION DUCTS USED T = � CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM SHALL BE LIMITED TO SINGLE LENGTHS,NOT TO I. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING EXCEED 5 FEET AND SHALL BE LISTED AND LABELED FLUIDS >105°F OR <55°F (R403.4) N cV (V IN ACCORDANCE WITH UL 2I55A. 2. PIPING J" AND LARGER IN NOMINAL DIAMETER b.EXHAUST DUGT5 SHALL BE MIN 0.016" THK RIGID 3. PIPING SERVING MORE THAN (1) DWELLING UNIT Aw I6'-5" 19'-O" 20'-0" 23' METAL w/ SMOOTH INTERIOR SURFACES WITH JOINTS 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE O RUNNING IN THE DIRECTION OF AIR FLOW. EXHAU57 5. PIPING FROM WATER HEATER TO A DISTRIBUTION MANIFOLD DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL 6. PIPING LOCATED UNDER A FLOOR SLAB SCREWS '!. BURIED PIPING PROJECT: T. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER 8. SUPPLY 4 RETURN PIPING IN RECIRCULATION SYSTEMS LOCATION TO THE WALL OR ROOF TERMINATION. THE OTHER THAN DEMAND RECIRCULATION SYSTEMS. MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET FOR EACH 45° BEND AND 5 FEET FOR EACH 90" ® ® ® © E BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES RESIDENCE NOT INCLUDE THE TRANSITION DUCT'. NEW EXHAUST FAN SHALL BE INSTALLED WHERE IS'-5" 20'-'1" O VENTILATION 15 NOT MET BY MEANS OF NATURAL CIRCULATION THROUGH WINDOWS OR DOORS TO I �I OUTDOOR SPACES AS PER NY5 MECH. CODE SECTION FROi 05E7) FOUNDATION O�I I `� PLAN `� 200 BEEBE DR 405.52.5; INSTALL AS PER MANU. SPECS p / /� 8 ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405 I,Ca& S.F. GROSS AREA SCALE: 1/4" = I'-o" CUTCHOGUE, NY 11935 O ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. SPEC.'s. SEE PAGE "6-005" FOR NAILING 4 STRAPPING DETAILS. DRAWING TITLE: ONEW FLOOR THROUGHOUT: **5EE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER** q I. NEW J,, PLYWOOD 5UBFLOOR BENEATH (GLUE 4 SCREW); SCREW PERIMETER OF SHEATHING 4" O.G. 4 12" O.G. ® PROPOSED FOUNDATION PLAN INTERIOR. WINDOW CHART 2.NEW FINISHED FLOOR PER H.O. SELECTION E`GRE55 ROUGH OPENING WINDOW DIMENSION GLErAR TAG TYPE MODEL # OPENIING TEMPERED WIDTH REGt'ID: 20 WIDTH HEIGHT WIDTH HEIGHT HEIGHT REGZV:24" OPEN REQ M: 5.1 S.F. PAGE: A (a) TRANSOM CUSTOM 4'-6" j 2'-0" IF T B (4) TRANSOM �F CUSTOM 5'-Vo 2'-01, A-10101 CASEMENT 0XI55 2'-8" 5'-5 1E 2'--T�" 5'-49" 10.7 S.F. [� D (2) PICTURE WPW4105 1:0:34'-119" 4'-09" 4'-11a" T 4'-O [J1 DATE: 02/21/25 6 OF 19 E (5) 7� AWNING AR51 3'-O " I'-5 " 2'-II 1'-5" [� F (1) CASEMENT GXWI45 5'-0�" 4'-5j" 2'-II 4'-4g" 15.25 5.F. G (2) PICTURE CUSTOM 2'-0" 6'-0" Q H (1) PICTURE IF CUSTOM 5'-O" 3'-6" 7= � LSD Af?�Qp ^� I (I) 77CASEMENT GX14 2'-8" 4'-O " 2'-7 " 4'-O" "1.7 S.F. Gam` O;aN ✓�>� J 6 CASEMENT GX13 2'-8" 3'-O " 2'-"1 2'-II sa •'r U .p K (1) AWNING AXW51 5'-O v-01" 4'-llg" 2'-11j" - µ L (1) PICTURE CUSTOM 6'-O" 5'-4" "�J� G374QYOF A -7� M (2) CASEMENT GW155 2'-41" 5'-5j" 2'-4g" V-4j" 01.45 N (20) CASEMENT GX14 2'-8" 4'-O�" 2'--1 " 4'-O" EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.O. STL. EXISTING TO REMAIN WHEN APPLICABLE) NEW WOOD FRAME (LE, NEW FOUNDATION WALL Lu O W cu 5TL. WHEN APPLIGABL.E) 'J (h 4-1 NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL O (U WOOD FRAME (L.O. 57'L. © POST FOR 4 WALLS WHEN APPLICABLE) (MIN. (2) 2"x&" STRUCTURAL O ? b7 P05T FOR 6" WALLS), U.O.N. - C09 NEW 2-HR FIRE RATED i (.- WOOD FRAME (L.O. STL. WHEN APPLICABLE) 0- Z O .O c � CV D O 04-+ w ` FLOOR PLAN NOTES ^� J O � co DOOR NOTE: NEW PERMEABLE ROOF DECKING. SEE SECTION Oj I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT ON qA NOTE - - - - - - - - - - - - - - - - - - - - -10" - - - PLANS BY 'JELD-WEN' (OR EQUAL). 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ON / PLANS BY THERMATRU (OR EQUAL.). 10 NEW 4 x5 ALUM. DOWNSPOUT (TYP.) 5.DOOR TYPE TO SELECT 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR WALL5 ❑ ❑ 5. INSTALL AS PER MANU 5PEG.'s II GUTTER HIGH POINT (TYP) I O L - -1 L - J L - J 6.PROVIDE (2) 2"x5" HOR., U.D.N. O Q '1. SEE PAGE G-005 FOR ALL OTHER'. FRAMING ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. 12 NEW OUTDOOR A/G CONDENSER UNIT - MULTI ZONE: - I. CONDENSER SHALL BE 6REE MODEL MULTI56HP25OVIA0 66' STAIR 8 RAILING NOTE_ 51ZED IN ACCORDANCE WITH NY5 ENERGY GORE O I. ALL NEW STAIRS SHALL HAVE MAX.1-5/4" RI # MIN. 2.INSTALL CONDENSER ON GONG. PAD A/G GO ND. ,�,,, „ 4-�2 -O GENT. 5-2 21'-10" :� 3.PROVIDE BRANCH BOX AND COOLANT LINES AS I � 5'-2" U • - 10 Tr - RISERS SHALL BE GLOSE:D I- 2. 42" HIGH 6UAR.17)RAIL 4 SPINDLE 5PACIN6 NOT TO RECOMMENDED BY MANUFACTURER. ❑ _ ALLOW PASSAGE OF A 4" 4) 5PRFRE;56" H16H 4.PROVIDE CLEARANCES AS PER MANU. _ ❑ HANDRAIL 6 SPINDLE SPACING NOT TO ALLOW 5. INSTALL ALL AS PER MANU. SPEG.'s PASSAGE OF A 4" 4) SPHERE - - 4 4 4 4 D 4 4 ••{J m 5. 6RIPPABLE RAIL AS PER CODE 13 WALL MOUNTED AIR HANDLER: - N N I N 4. RAILING TO BE WOOD ® INT. d METAL ® EXT. 1. MOUNTED AIR HANDLERS, -1 6REE MODEL N N ■ VIROdTHP25OV1BH $ 16REE MODEL VIRI5HP25OVI5H _ OL05ED P. GONG, STAIR: 51ZED IN ACCORDANCE NYS ENERGY CODE l� 8 ® 1. TYP. 42" RAIL AS NOTED 2.60 TO PROVIDE BLOCKING, PIPING, AND ELECTRICAL - d 2.RAILING SHALL BE WROUGHT IRON OR 6ALV. STL. AS REQUIRED FOR MOUNTING AND INSTALLATION 7 T; DRY SHUN V FASTENING SHALL BE AS PER RAIL MANU. PROVIDE EXTERIOR 6R.ADE PAINT AS REOV OR POWDER 14 FIRE RATED DOOR: b?S.F. Q ❑ COATIN6 3QX6 I HR. 5ELF-CLO5IN6 DOOR. 5. SEE FOUND. PLAN d DETAIL -11 ATHROOM I SMOKE DETECTOR GOD TEG OR NOTES: FREEZE PROOF HOSE BIB: iv o DEN I 51 s.F. I FLoO. OE T TE 15 FASTENED w/ MASONRY ANCHORS (PRECISE N SI5 S.F. O �. 17RATN PROVIDE THK. TYPE X _ 5 I. CONTRACTOR SHALL PROVIDE GORE COMPLIANT L ® - 5HEETROCK AT 6ARACE n (W� l SMOKE /CARBON MONOXIDE COMBINATION DETECTOR', LOCATION T.B.D. IN FIELD - CONSULT w/ OWNER) _ - ❑ - -O I I �O WALLS AND CEILINGam HARD WIRED TO EACH OTHER w/BATTERY BACKUP. CONCRETE APRON r� O 2.INSTALL ALL AS PER MANU. SPEC.'S 16 ETE A R N I. PROVIDE CONCRETE APRON SLAB TO TRANSITION 0 3.SMOKE DETECTOR AND CARBON MONOXIDE DETEGTORt SMOOTHLY FROM SLAB EL. TO GRADE - 4 IN COMPLIANCE WITH LOCAL CODE: 2. APRON SLOPE SHALL BE NO STEEPER THAN 1:12 cn = - Io7 108 5. GROSS SLOPE MEASURED PERPENDICULAR TO DOWN I TRAVEL OF APRON SHALL BE NO STEEPER THAN 1:45 m ® O' w 3. ��"v�" " (2) RI ® e7.5" WINDOW NOTE: (2% SLOPE) L UP i- •4 (I) Tr ® tl0„ 1. ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN 4. BROOM FINISH TO PROVIDE SLIP-R.E515TANT SURFACE 5M/G I 13 1 14 103 2 GAR EARAEE CASEMENT, DOU5LEHUN6, OR GLIDING(A5 NOTED); q INSTALL A5 PER MANU. SPEC.'S. FOR MECR AREA: 2 13 112 SUBSTITUTIONS, SEE NOTE #q IN "61-AS5 WINDOWS 1� 1. PROVIDE (2) WALL-HUNG RHEEM RETEX-56 TANKLE55 r T 106 O O N AND DOORS ON PAGE 6-002 IF CASEMENT ELECTRIC D.W.H. „ 2 2.INSTALL AS PER MANU. SPEG.'s WINDOWS - ALL GSMNT WNDWS SHALL HAVE ❑ QPROP• 3-D 10 STRAIGHT ARM HINGE WHEN 3.MAINTAIN 30"x50" CLEARANCE IN FRONT OF � � '�`-� 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDW5 TO BE I DOWN 1T RI® f725" MECHANICAL UNITS A5 PER NY5 MG 306.1 C] Ld TILT WASH (15) RI ® (15)Tr® tioll m 5.ALL 6LAZIN6 WITHIN 15" OF FF TO BE TEMP. 6L. ( t 7.'15" Q M 4.SEE PACE 6-005 FOR FRAMING ELEMENTS AROUND EGRESS WINDOW WELL: 102 - v v WINDOWS (TYP. FOR ALL) U.O.N. 18 PROVIDE NEW E6R.ES5 WINDOW WELL 6 COVER BY4 .ry 2'-1„ O O "ROGKWELL;66 SERIES" 66"W.X44"D.X46"H. (WRT-664446) I - III u EGRESS NOTE: - �- Oi�EG''UI�/f*LENT�JNSTA6LS PER MAN SPECS. LIVING ROOM - - 1 2 0 V FN- IN COMPLIANCE WITH NEW YORK STATE BUILDING '' � in I UP 2 O Z GODS,SECTION R510.2.1;THE FOLLOWING MEANS OF FIREPLACE CHIMNEY AT ROOF: _ - 215 S.F. ��❑� 14 I - w0 ; EGRESS SHALL BE FOLLOWED: lv`J q F� w Iq 1. WOOD BURNING FIREPLACE CHIMNEY TO RUN THROUGH 3- Iq4 S.F. O NET CLEAR OFENIN(S........... 5."1 S.F. ROOF PER NY5 CODE. A-�501 � � � I DOWN A-5101 O w NET CLEAR HE16HT............... 24 MINIMUM 2. CHIMNEY TO EXTEND 2' MIN. ABOVE ROOF 4 10' MIN. `r p 20'_2" (2) RI ® t7.5" I m NET CLEAR WIDTH.. 20" MINIMUM FROM OTHER OBSTRUCTIONS. = ; N (1) Tr ® tI0" p°� 5. SEE DETAIL 20 ON PAGE A-402.00 m 5 4 C 4 C 104 w w PROVIDE NEW FIREPLACE UNIT. HOMEOWNER TO 8 O SELECT. CONNECT AS PER MANUFACTURER SPECS; FIREPLACE CHIMNEY VENT THROUGH ROOF: -402 /CO 101 O O PROVIDE ALL NECESSARY VENTING 'THROUGH WALLS t 2 Z Q ROOF TO EXTERIOR. 1. WOOD BURNING FIREPLACE CHIMNEY TO RUN THROUGH 4 ��---- I = ROOF PER STOVE MANUFACTURER'S SPECIFICATIONS DOWN ��-o_ f � : d NYS CODE. ( ) Rf ® tT.S" I I'-6" 10" N N 5_C �� � I N N .J L) p O NEW LAUNDR, AREA:�Up P2) Tr ® tl0 w - I. NEW WASH / DRY HOO 4 4 4 4 O W 2.COORDINATE LAUND. ROOM d DOOR DIM.'s ELECTRICAL PANEL: ❑ ❑ f- w/SIZE OF EQUIP. 21 NEW ELECTRICAL PANEL LOCATION;ALL _ , , , in O 0 Z 5.PROVIDE HOOK UPS AS REO'S PER MANU. INSTALLATION AS PER NYS ELECTRICAL CODE 0 ++ U p < .�-3'-3" �i I6'-5" 4'-5y2"�' ,k-4'-5y2„ HICH_EF IGIE�IG� LAMPS: /�� J 4'-5" 1.7'-101, ® ® 21'-10" no NOT LESS THAN q0% OF THE RNiA E N DD LI - ~ 25'-O" N Q DRYER EXHAUST NOTE: I. DUCT SHALL TERMINATE TO EXTERIOR m Z = FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS, AS PER (V 2020 NYS EGG R404.1 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY L- - - - - - - - - - - I N OPENINGS HOT WATER PIPING INSULATION: w 5.DUCT 51ZE AS PER MANU. 6'-011 ,� V H CONCEALED MECHANICAL SYSTEM PIPING AND HOT WATER PIPING SHALL BE 8 4.DUCT SHALL BE EQUIPPED w/A B CONCE DAMPER INSULATED TO AN R-VALUE OF NOT LE55 THAN R-5 FOR THE 5. TRANSITION DUCTS SHALL NOT BE CALL ED WITHIN I 20'-0" 71 FOLLOWING CONDITIONS PER 2020 NYS EGG R405.4 d R405.5: _ m rl CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM I. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING I SHALL BE LIMITED TO SINGLE LEN15THS, NOT TO FLUIDS >105°F OR <55°F (R405.4) N EXCEED 5 FEET AND SHALL BE LI-STEP AND LABELED - W IN ACCORDANCE WITH UL 2156A. 2. PIPING J" AND LARGER IN NOMINAL DIAMETER 1- - - - - - - - - - - - - 04 6.EXHAUST DUCTS SHALL BE MIN 0.016" T'HK RI61D 5. PIPING SERVING MORE THAN (1) DWELLING UNIT j METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE I ( O R:UNNIN6 IN THE DIRECTION OF AIR. FLOW. EXHAUST 5. PIPING FROM WATER HEATER TO A DISTRIBUTION MANIFOLD DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL 6. PIPING LOCATED UNDER A FLOOR SLAB D SCREWS 1. BURIED PIPING PROJECT: '7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER 5. SUPPLY 4 RETURN PIPING IN RECIRCULATION SYSTEMS LOCATION TO THE WALL OR ROOF TERMINATION. THE OTHER THAN DEMAND RECIRCULATION SYSTEMS. MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 F_ f -1 L E E FEET FOR EACH 45° BEND AND 5 FEET FOR EACH 90° - - - - - BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. L J L J L J c::- L J RESIDENCE NEW EXHAUST FAN SHALL BE INSTALLED WHERE O? VENTILATION 15 NOT MET BY MEANS OF NATURAL CIRCULATION THROUGH WINDOWS OR DOORS TO OUTDOOR SPACES AS PER NY5 MECH. CODE SECTION FROFOSM7) FIRST FLOOR PLAN 200 BEEBE DR 405.5.2.5; INSTALL A5 PER MANU. SPECS C UTC H O G U E NY 1193 5 O ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405 / 002 S.F. HAE3ITAE3LE el=ACE; 1,6016 S.F. OR055 AREA SCALE: 1/4" = P-O" ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. SPEC.'S. SEE PACE "0-005" FOR NAILING Q STRAPPING DETrAILS. DRAWING TITLE: NEW FLOOR THROUGHOUT: **SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER** O 1. NEW J" PLYWOOD 5U5FLOOR BENEATH (GLUE 4 SCREW);; SCREW PERIMETER OF SHEATHING 4" O.G. s 12" O.G. ® WINDOW CHART DOOR 50HEDULE PROPOSED FOUNDATION PLAN INTERIOR. 2.NEW FINISHED FLOOR PER H.O. SELECTION EER:E55 DOOR MATERIAL ROUGH OPENING WINDOW DIMENSION CLEAR GPEPN I NE FIRE TAG TYPE MODEL # WIDTH REOI'D: 20" TEMPERED TAG DESCRIPTION MANUFACTURER kn N RATING NOTES HEIGHT RECO'D:24" F- WIDTH HEIGHT Q WIDTH HEIGHT WIDTH HEIGHT OPEN RE01D: 5.1 S.F.11 45 MIN. RATED PAGE: A (8) TRANSOMIF CUSTOM 4'-6" 2'-O" - FIRST FLOOR B (4) TRANSOM CUSTOMF_ IF 5'-8" 2'-O" A-102m0l 101 DOUBLE SWINE 6'-O" '7'-O" 0 EXTERIOR FULL G (I�) CASEMENT GXI55 2'-8" 5'-5j" 2'--i�" 5'-4g" 10.7 S.F. [� 6LT55 D (2) PICTURE WPW410510 4'-11j" 4'-Oj" 4'-II 4'-Oj" Q 102 SINGLE SHINS, 5'-O" '7'-O" EXTERIOR FULL EXTER DATE: 02/21/25 7 OF 19 E (5) AWNING AR31 5'-O 1'-5 2'-II I'-5" Q 105 SINGLE SWING 5'-0" '7'-0" • �� [� INSULATED F (I) CASEMENT CXWI45 5'-O 4'-5j" 2'-Ili" 4'-4j" 15.255 R.F. 104 SINGLE SWING 5'-0" '7'-0" •� �� [� - INSULATED ^�^� E (2) PICTURE CUSTOM 2'-0" 6'-O" Q 105 DOUBLE SWING H (1) PICTURE CUSTOM �I 5'-0" 3'-6" IJ 106 SINGLE SWING I'-10" "1'-0" I • I� - 1 (1) CASEMENT OX14 2'-8" 4'-O�" 2'-'1 4'-O" "1."I S.F. 10� SINGLE SWING 2'-6" "1'-O" • �� , �� pa :� : „ 1087F SINGLE 5WIN6 2'-6" '7'-0" • INSULATED J (6) CASEMENT GX13 2-8 5-O� 2-'1� 2-I I� � 109 -IF POCKET 2'-6" -I'-0" • INSULATED K (1) AWNING AXW51 F-5'-Oi" 3-O 4-11 2-11j rr ! ,11y L (1) PICTURE CUSTOM 6'-0" I10 GARAGE q'-O" 8'-O" INSULATED M (2) CASEMENT GWI55 2'-4j" 5'-5j" 2'-4j" 5'-4j" ci.4 5.F. 111 SINGLE SWING 2'-6" 6'-5" • II I� INSULATED II11��J �OF VA �� N (20) GTSEMENT GXI4 2'-8" 4'-O�" 2'-'7�" 4'-O" 112 SINGLE SWING 2'-6" 6'-8" • INSULATED _G_G-� EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT - WOOD FRAME (L.6. STL. Q d EXISTING TO REMAIN WHEN APPLICABLE) WOOD FRAME (L.G. NEW FOUNDATION WALL NEW ui 0 5TL. WHEN APPLICABLE) W J m NEW I-HR FIRE RATED © MIN. (2) 2"x4" STRUCTURAL a ;� POST FOR 4" WALLS WOOD FRAME (L.6. 5TL. WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL P05T FOR (0" WALLS), U.O.N. Z) O � � NEW 2-HR FIRE RATED i } CD WOOD FRAME (L.6. 5TL,. WHEN APPLICABLE) p - ap O c 2: :3 (V O O 4-1C9 FLOOR F1'LAN NOTES 51-4 p '� Ln - M DOOR NOTE: aA NEW PERMEABLE ROOF DECKING. SEE SECTION 12-I" Q 0 2 p O I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT ON NOTE• PLANS BY 'JELD-WEN' (OR EQUAL). 2.INSTALL NEW EXTERIOR DOORS WHEiN GALLED OUT ON (I6) RI ® PLANS BY 'THERMATRU' (OR EQUAL), 10 NEW 4"x3" ALUM. DOWNSPOUT (TYP.) IS'-O" 3.DOOR TYPE TO SELECT '� WOOD DECK - 4.PLACE DOORS 4" MIN. FROM PERPE'.NDIGULAR WALL5 7T2 s.F. 2 a�3-O �r 5. INSTALL AS PER MANU SPEG.'s II GUTTER HIGH POINT (TYP.) 6.PROVIDE (2) 2"xW HOR.,U.O.N. 1. SEE PAGE 6-005 FOR ALL OTHER FRAMING 14 33'-loll J ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. 12 NEW OUTDOOR A/C CONDENSER UNIT - MULTI ZONE: - 1. CONDENSER SHALL BE GREE MODEL MULTI56HP230VIAO , '�- 201 - 5'-II° 4 4 STAIR 4 RAILING NOTE: SIZED IN ACCORDANCE WITH NY5 ENERGY CODE 4 D O I. ALL NEW STAIRS SHALL HAVE MAX."1-3/4" RI 4 MIN. 2.INSTALL CONDENSER ON GONG. PAD - loll Tr - RISERS SHALL BE CLOSED 3.PROVIDE BRANCH BOX AND COOLANT LINES AS 4 DW 2. 42" HIGH GUAR o qDRAIL 4 SPINDLE SPACING NOT TO RECOMMENDED BY MANUFACTURER. rV 4 1 - ° J' 4.PROVIDE CLEARANCES AS PER MANU. G �- BATHROOM 3 ALLOW PASSAGE OF A 4 0 SPHERE;36 HIGH H I46 S.F. BEDROOM I W HANDRAIL $ SPINDLE SPACING NOT TO ALLOW 5. INSTALL ALL A5 PER MANU. 5PEG.'s PA55A6E OF A 4" 0 SPHERE 13 WALL MOUNTED AIR HANDLER: 13 I ^ 0 243 S.F. -1-1 m 3. 6RIPPABLE RAIL AS PER GORE ' 8 . 4. RAILING TO BE WOOD 0 INT. 4 METAL ® EXT. I. MOUNTED AIR HANDLERS: '7 6REE MODEL KITCHEN - VIROQHP230VIBH $ 1 6REE MODEL VIRI6HP230VIBH OL05ED P. GONG. STAIR: SIZED IN ACCORDANCE NYS ENERGY CODE 1 - I"14 S.F. m NATURAL LIGHT Q + ® I. TYP. 42' RAIL AS NOTED 2.GC TO PROVIDE BLOCKING, PIPING, AND ELECTRICAL = � T VENTILATION _ 2.RAILING SHALL BE WROUGHT IRON OR 6ALV. STL. AS REQUIRED FOR MOUNTING AND INSTALLATION * 1 ' FASTENIN6 SHALL BE A5 PER RAI_ MANU. PROVIDE _ 1 FLOOR 243 S.F. _ 1 z - - - cv n I AREA I 208 S.F. REQ. S.F. PROV. EXTERIOR GRADE PAINT AS REQ'C� OR POWDER 14 FIRE RATED DOOR: Q I - WING 3 Xb I HR. SELF-CLOSING DOOR. i ROOM ' COATING Q m F �' O D 3.SEE FOUND. PLAN 4 DETAIL LIGHT 168 S.F. 14.4 S.F. 34.4 S.F. FREEZE PROOF HOSE BIB: - � R.EQ'D OSMOKE DETECTOR / GO DETECTOR NOTES: IS FA5TENED w/MA50NRY ANCHORS (PRECISE G 2'-7" 8" 8'-8" 3'-6" 01 VENT J I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT % -i �r 111 S.F. 52.4 S.F. LL n , SMOKE /CARBON MONOXIDE COMBINATION DETECTOR LOCATION T.B.D. IN FIELD - CONSULT w/OWNER) 7 REQ'D W HARD WIRED TO EACH OTHER w/BATTERY BACKUP. CONCRETE APRON P, _ 2.INSTALL ALL AS PER MANU. SPEC.'S Ib I. PROVIDE CONCRETE APRON SLAB TO TRANSITION _ q 9 5M/GO 3 4 Q 3. SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR SMOOTHLY FROM SLAB EL. TO GRADE 21 IN COMPLIANCE WITH LOCAL CODE 2. APRON SLOPE SHALL BE NO STEEPER THAN 1:12 I 13 1 in 3. GR055 SLOPE MEASURED PERPENDICULAR TO m r �/�/�� - I I'-o" 2041 p ' TRAVEL OF APRON SHALL BE NO STEEPER THAN 1:48 4'-6"-� 4'-b"-� _ - N OWINDOW NOTE: (2% SLOPE) 205 - - 3 O 4 I. ALL NEW WINDOWS 4 DOORS SHALL. BE ANDERSEN 4. BROOM FINISH TO PROVIDE SLIP-RESISTANT SURFACE -3'-loll -'I" CASEMENT, DOUBLEHUNG, OR GLIDING (AS NOTED); INSTALL AS PER MANU. SPEC.'S. FOR AREA: 5M/CO _ I� SUBSTITUTIONS, SEE NOTE #q IN "GLASS WINDOWS MECH.O in I. PROVIDE (2) WALL-HUNG RHEEM RETEX-36 TANKLE55 6 O (I'I)RI® V.25" 210 AND DOORS ON PAGE 6-002 IF CASEMENT ELECTRIC D.W.H. - - - - - - - - I - t)-' " 1 WINDOWS - ALL CSMNT WNDWS SHAI-L HAVE 2.INSTALL AS PER MANU. SPEG.'s i6 (15)Tr® t10 •\ STRAIGHT ARM HINGE WHEN 3.MAINTAIN 30"x30" CLEARANCE IN FRONT OF - 6_5 I 5M/GO 2.IF DOUBLE HUNG - ALL DBL. HUNG h(NDWS TO BE 202 TILT WASH r.�---- MECHANICAL UNITS AS PER NYS MG 306.1 - - 3 p 3' J wLd 3.ALL 6LAZIN6 IS WITHIN " OF FF TO BE TEMP. &L. I ® 4.SEE PAGE 6-003 FOR FRAMIN6 ELEMENTS AROUND EGRESS WINDOW WELL: I I O 8 -loll n C.) U WINDOWS (TYP. FOR ALL) U.O.N. 18 PROVIDE NEW EGRESS WINDOW WELL 4 COVER BY LIVING ROOM 4 O "ROCKWELL;bb SERIES" 66"W.X44"D.X45"H. (WRT-664445) I 206 S.F. m BEDROOM 2 w m EGRESS NOTE: OR_,EQUI)fAL.ENT�INSTALL�45-PER-MAN�PEGS,��-� _ MN �OPEN 85 S.F.IN COMPLIANCE WITH NEW YORK STATIE BUILDING BA HROOM 2 N O NATURAL LIGHT i$ Y Z CODE,SECTION R310.2.1;THE FOLLOWING MEANS OF // �`- 21 4 S.F. 2 BELOW - A-301 w Z E6RE55 SHALL BE FOLLOWED: l� FIREPLACE CHIMNEY AT ROOF: I 4 206 > VENTILATION O Q C19 I. WOOD BURNING FIREPLACE CHIMNEY TO RUN THROUGH 0 FLOOR 155 5.F. O LL O � NET CLEAR OPENINO........... 5.'1 S.F. ? ROOF PER NYS CODE. \ AREA O w NET CLEAR HEIGHT............... 24" MINIMUM 2. CHIMNEY TO EXTEND 2' MIN. ABOVE ROOF 4 10' MIN. BATHROOM 4 NET CLEAR WIDTH. 24" MINIMUM FROM OTHER OBSTRUCTIONS. 63 S.F. S.F. REQ. S.F. PROV. ____ _ -d{ 3. 5EE DETAIL 20 ON PAGE A-402.00 ( J C LIE,HT 4 w Q 14.8 S.F. 23.1 S.F. � PROVIDE NEW FIREPLACE UNIT. HOMEOWNER TO G 13 O REQ'D O SELECT. CONNECT AS PER MANUFACTURER SPECS; /> FIREPLACE CHIMNEY VENT THROUGH ROOF: 211 I VENT T.4 S.F. 21.17 S.F. Z ROOF PROVIDE ALL TO EXTERIOR. 1.VENTING T{iROU6H WALLS 4 �, I. WOOD BURNING FIREPLACE CHIMNEY TO RUN THROUGH - - - - - - - - - - - - - REQD G J ROOF PER STOVE MANUFACTURER'S SPECIFICATIONS 4 - 4 NYS GODS. b Y 0 ONEW LAUNDR AREA: ) �� N - -- w iR I. NEW WASH / ORY'HOOK UP ( ELEGTRIGAL PANEL: o w 2.COORDINATE LAUND. ROOM 4 DOOR DIM.'s `> DEN 0: w/ SIZE OF EQUIP. ( 21 NEW ELECTRICAL PANEL LOCATION;ALL 3.PROVIDE HOOK UPS AS REQ'S PER MANU. ` INSTALLATION AS PER NYS ELECTRICAL CODE 31"I S.F. 0 6'-4" 8'-7" 0 Q HIGH ZFFA IENG2 LAMPS: ____ 0 W -NOT LESS THAN 90� OF�THE PERMA ENTL N1 5� D LIGHTING ' a 3 13 BEDROOM 3 cv Z Z DRYER EXHAUST NOTE: FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS, AS PER I6'-2° I 12 • 166 S.F. Z _ I. DUCT SHALL TERMINATE TO EXTERIOR v 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY 2020 NY5 EGG R404.1 M SM/GO SM/GO 3 M N OPENIN65 HOT WATER FIPIN6 INSULATION: NATURAL LIGHTLu 3.DUCT SIZE AS PER MANU. 4 MECHANICAL SYSTEM PIPING AND HOT WATER PIPING SHALL BE 0 8 4.DUCT SHALL BE EQUIPPED w/A BAC:KDRAFT DAMPER 4 L VENTILATION �, 0 N INSULATED 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN LATED TO AN R-VALUE OF NOT LESS THAN R-3 FOR THE FLOOR FOLLOWING CONDITIONS PER 2020 NYS EGG R403.4 4 R403.5: ' CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO WOOD BURNING AREA 168 S.F. C O cV CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM STOVE O SHALL BE LIMITED TO SINGLE LENGTHS,NOT TO I. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING S.F. REQ. S.F. PROV. 04 04 EXCEED 8 FEET AND SHALL BE LISTED AND LABELED FLUIDS >l05°F OR<55°F (R403.4) LIGHT RE IN ACCORDANCE WITH UL 2155A. 2. PIPING J" AND LARGER5,IN NOMINAL DIAMETER 13.4 S.F. 46.5 S.F. 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID 3. PIPING SERVING MORE THAN (1) DWELLING UNIT VENT ~ CV METAL w/SMOOTH INTERIOR SURFACES WITH JOINT5 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE Q \ RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST 5. PIPING FROM WATER HEATER TO A DISTRIBUTION MANIFOLDQ 6.'i S.F. 18.-1 S.F. O 4 DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL 6. PIPING LOCATED UNDER A FLOOR SLAB 20 C 4 J 4 4 K 4 J PROJECT: c,�j�{..{S "1. BURIED PIPING '7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER 8. SUPPLY 4 RETURN PIPING IN RECIRCULATION SYSTEMS LOCATION TO THE WALL OR ROOF TERMINATION. THE OTHER THAN DEMAND RECIRCULATION SYSTEMS. MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 I IF 4'-0" MIN. L E E FEET FOR EACH 45 BEND AND 5 FEET FOR EACH 110° I I'1-10 20-9 15'-5" BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES RESIDENCE NOT INCLUDE THE TRANSITION DUCT. NEW EXHAUST FAN SHALL BE INSTALLED WHERE 1�u- OUTDOORSPACES O VENTILATION 15 NOT MET BY MEANS OF NATURAL CIRCULATION THROUGH WINDOWS OR DOORS TO AS PER NYS MECH. CODE SECTION FROFOSEr�) SECO'I` r FLOOR PLAN 200 BEEBE DR 405.5.2.5; INSTALL AS PER MANU. 51`E'�5 g ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405 2,285 S.F. HA517A5LE SFAGE; 2,416 S.F. OROSS AREA SCALE: 1/4" = I'-o" CUTCHOGUE, NY 11935 O ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. 5PEC.'5. SEE PAGE "6-005" FOR NAILING 4 5TRAPPING DETAILS. DRAWING TITLE: NEW FLOOR THROUGHOUT: **5EE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER** O 1. NEW J" PLYWOOD SUBFLOOR BENEATH (GLUE 4 SCREW); PROPOSED SECOND FLOOR PLAN SCREW PERIMETER OF 5HEATHIN6 4" O.G. 4 12" O.G. 0 WINDOW CHART DOOR SCHEDULE INTERIOR. 2.NEW FIN15HED FLOOR PER H.O. SELE20TION EGRE:55 POOR MATERIAL ROUGH OPENING WINDOW DIMENSION CLEAR TAG TYPE MODEL # OPENIIN6 TEMPERED TA6 DESCRIPTION MANUFACTURER Q RATIINE6 NOTES WIDTH REQ G7: 20 Q HEIGHT REGIV:24" WIDTH HEIGHT Q WIDTH HEIGHT WIDTH HEIGHT OPEN REO-Ph 5.'1 5.F. � 45 MI . RATED PAGE: A (5) 7RAN50M CUSTOM 4'-6" 2'-O" SECOND FLOOR A103wBW TRANSOM CUSTOM � 5'-8" 2'-0" - 2011 SINGLE SWING 3'-O" 'I'-O" ��� EXTERIOR FULL G (17) CASEMENT GXI55 2'-8" � 5'-5j" 2'-'7�" 5'-4j" 10'1 aF [� LL��JJ 0l GLASS D (2) PICTURE WPW410310 4'-II 4'-O 4'-Ila" 4'-Oj" r�r 202 SINGLE SWING 3'-O" 6 '1'-O" • • 6LA5510R FULL L`=1 P P -]F 1� 17 DATE: 02/21/25 8 OF 19 E (5) AWNING AR31 3'-O " I'-5 " 2'-II I'-5' a 203 SINGLE SWING 2'-6" 'I'-O" • II F (U �GAS11 EMENT CXW145 5,-O�" 4'-5j" �1 2,-1 It' 4'-4j" 15.25 S5.F. 204 SINGLE SWING 2-6 '71-011 • - II.. 6 (2) PICTURE CUSTOM 2'_01, 6'_O" Q 205 DOUBLE SWING 5'-O" 7'-O" • H (I) PICTURE CUSTOM 5'-O" 3'-6" 206 SINGLE SWING 2'-6" '7'-O" '-' �" 4'-0" ' .7 5:. 51NOL -I (1) CASEMENT W 11 J (6) ILA CASEMENT GXI3 2-8 3-O� 2-"1� 2-I I� 208 SINGLE SWING 2-6 '1 O • � ,: : y .:�y��,��..,��Q K (1) AWNING AXW51 5-O 3-O 4-I I� 2-I I 20q SINGLE SWING 3'-O" '71-0" I II II I cy, V A L (I) �PICTURE CUSTOM 6'-O" 5'-4" 210 SINGLE SWING 3'-O" '1'-O" 1 • I�I i �i`�, � ��j �� ©FYtt � M (2) CASEMENT CWI55 2'-4g" 5'-5j" 2'-4g" V-4j" q.4 So.F. 211 51NOLE SWING 2'-6" '7'-0" 1 • I�� N (20) CASEMENT OX14 i2'-8" 4'-O�" 2'--7�" 4'-0" 212 SINGLE SWING 3'-O" '7'-0" ���� OENERAL EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.O. STL. a WHEN APPLIGABLE) Q EXISTING TO REMAIN O NEW WOOD FRAME (L-0. F= NEW FOUNDATION WALL J STL. WHEN APPLICABLE) C7 NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL Q POST FOR 4 WALLS = LO WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL CV WOOD FRAME (L.G. STL. P05T FOR 6" WALLS), U.O.N. NEW 2-HR FIRE RATED WOOD FRAME (L.O. STL. WHEN APPLICABLE) 0 i D c :3 N FLOOR PLAN NOTES u '' ! 1 O 4-d C9 DOOR NOTE: qA NEW PERMEABLE ROOF DECKING. SEE SECTIONcu I. INSTALL NEW INTERIOR DOORS WHE'.N GALLED OUT ON NOTE _ _ _ PLANS BY 'JELD-WEN' (OR EQUAL). 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ON PLANS BY 'THERMATRU' (OR EQUAL). 10 NEW 4"x3" ALUM. DOWNSPOUT (TYP.) 3.DOOR TYPE TO SELECT I I 0 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR WALL5 WOOD DECK , 1 5. INSTALL AS PER MANU 5PEC.'5 II GUTTER H167H POINT (TYP.) lJ BELOW 1 10 n-' W 6.PROVIDE (2) 2"x5" H17R.,U.O.N. 1 1. SEE PAGE 0-005 FOR ALL OTHER FRAMING ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. O NEW OUTDOOR A/C CONDENSER UNIT - MULTI ZONE: 12 I. CONDENSER SHALL BE OREE MODEL MULTI56HP230VIAO STAIR 4 RAILING NOTE: SIZED IN ACCORDANCE WITH NYS ENERGY GORE 1 , O I. ALL NEW STAIRS SHALL HAVE MAX. '1-3/4" RI b MIN. 2.3.PROVIDE BRANCH CONDENSER ON CONC.COOLANT LINES AS � T 10 Tr - RISERS SHALL BE CLOSED 2. 42" HIGH GUARDRAIL d SPINDLE SPACING NOT TO RECOMMENDED BY MANUFACTURER. - - - - - - - - - -I r l ALLOW PASSAGE OF A 4" 4) SPHEERE;36" HIGH 4.PROVIDE CLEARANCES AS PER MANU. 3' b" q'-10" I V HANDRAIL 3 SPINDLE 5PACING NOT TO ALLOW 5. INSTALL ALL AS PER MANU. SPEC.'s I iv z ®= 2 IO I n PASSAGE OF A 4 (P SPHERE 3. GRIPPABLE RAIL AS PER CODE 13 WALL MOUNTED AIR HANDLER:rvf;?J-=E MODEL _ �-J m 4. RAILING TO BE WOOD ® INT. 0 METAL ® EXT. I MOUNTED AIR BH NDLE REE MODEL RI8HP230VIBH T W I- ■ CLOSED P. GONG. STAIR: SIZED IN ACCORDANCE NYS ENERGY CODE ® 2.RAILING SHALL BE WROUGHT IRON OR OALV. 5TL.IL AS NOTED 2 PROVIDE I AS REOUIRED P I ELECTRICAL OP, MO NN TG AND INSTALLATION FASTENING SHALL BE AS PER RAIL MANU. PROVIDE !- EXTERIOR GRADE PAINT AS REO'D OR POWDER 14 FIRE RATED DOOR: - O I p/ (- ® p/ U COATING 311X6 I HR. SELF-CLOSING DOOR. ® ® ° I/8":I'-O" PITCH 3. SEE FOUND. PLAN d DETAIL �' I � � m � lY 2 F- SMOKE DETECTOR / GO DETECTOR NOTES: FREEZE PROOF H05E BIB: p 06 ► � a IB FASTENED w/MASONRY ANGHOR5 (PRECISE O O I. CONTRACTOR SHALL PROVIDE GO,7E COMPLIANT O LOCATION T.B.D. IN FIELD - CONSULT w/ OWNER) N I 0 -_' TO GUTTER Q SMOKE /CARBON MONOXIDE COMBINATION DETECTOR HARD WIRED TO EACH OTHER w/ BATTERY BACKUP. CONCRETE APRON 2.INSTALL ALL AS PER MANU. 5PEC.':5 Ib I. PROVIDE CONCRETE APRON SLAB TO TRANSITION - 3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR'. SMOOTHLY FROM SLAB EL. TO GRADE �{ Q IN COMPLIANCE WITH LOCAL CODE 2. APRON SLOPE SHALL BE NO STEEPER THAN 1:12 3. GROSS SLOPE MEASURED PERPENDICULAR TO WINDOW NOTE: TRAVEL OF APRON SHALL BE NO STEEPER THAN 1:45 O I. ALL NEW WINDOWS # DOORS SHALL BE ANDERSEN 4. BROOM F N)ISH TO PROVIDE SLIP-RE515TANT SURFACE _ `FLAT ROOD CA5EM T, PER MANU.OSPR 6 I FORD (AS NOTED);INSTAL I �j- - �^�, v -�✓-�-�-�`� - - - 17 MECH. AREA: SUBSTITUTIONS, SEE NOTE #q IN G1.A55 WINDOWS I, PROVIDE (2) WALL-HUNG RHEEM RETEX-36 TANKLESS L_ 6.'15:12 PITCH AND DOORS ON PAGE 0-002 IF CASEMENT ELECTRIC D.W.H. A - A I 4 A -I A / WINDOWS - ALL GSMNT WNDWS SHALL HAVE 2.INSTALL AS PER MANU. SPEC.s MAINTAIN UNITS AS PER NY5 MO 506 I 4 STRAIGHT ARM HINGE WHEN 3 IF . IN FRONT OF - ( I I I m 2. DOTILTWUBAS� HUNG - ALL DBL. HUNG I�lNDWS TO BE 3.ALL GLAZING WITHIN IS" OF FF TO BE TEMP. GL. I I I I I I I I I I O W 4.SEE PAGE 0-003 FOR FRAMING ELEMENTS AROUND 18 EORE55 WINDOW WELL: T - - -I - - _J L Q = WINDOWS (TYP. FOR ALL) U.O.N. PROVIDE NEW EGRESS WINDOW WELL 4 COVER BY I _ _ _ _ _ "ROCKWELL;66 SERIES" 66"W.X44"D.X48"H. (WRT-664448) I I I I I V U EGRESS NOTE: OR Er'UIV LE N5TPLL S,PER-MAN. SPECS. I 10 w IN COMPLIANCE WITH NEW YORK STATE BUILDINGCODE, SECTION ` �TJ I - - -1 B N EGRE55 SHALL BE FOLLOHEDOLLOhIING MEANS OF FIREPLACE CHIMNEY AT ROOF: _ I I - I _ OPEN TO � a Iq I. WOOD BURNING FIREPLACE CHIMNEY TO RUN THROUGH I m W NET CLEAR OPENING. 5.-1 S.F. ROOF PER NY5 CODE. A-30 I B NET CLEAR HEIGHT............... 24" MINIMUM + 2. CHIMNEY TO EXTEND 2' MIN. ABOVE ROOF d 10' MIN. I BELOW z A-3cDl LL W>> O J LL NET CLEAR WIDTH................. 20" MINIMUM FROM OTHER OBSTRUCTIONS. I I 0_ O 3. SEE DETAIL 20 ON PACE A-402.00 I I I PROVIDE NEW FIREPLACE UNIT. HOMI=OWNER TO ( I II WOOD DECK L V O O SELECT. CONNECT AS PER MANUFACTURER SPECS; FIREPLACE CHIMNEY VENT THROUGH ROOF: BELOW 1 FLAT ROOF - - - - - - - - - - - } I w PROVIDE ALL NECESSARY VENTING THROUGH WALLS d I. WOOD BURNING FIREPLACE CHIMNEY TO RUN THROUGH I I I ` I �- - g Q ROOF TO EXTERIOR. ROOF PER STOVE MANUFACTURER'S SPECIFICATIONS I 4 0 I � Z NEW AUNDR��AREA: NYS, GORE. I I A - OUTLINE OF TRAY GEILIN5 f' -4 A , - W w U O I. NEW WASH/ �RY�fogK UP ELECTRICAL PANEL: I I ( m I O 2.COORDINATE LAUND. ROOM d DOOR DIM.s b" p w EE w/SIZE OF EQUIP. 21 NEW ELECTRICAL PANEL LOCATION;ALL L_ L- _ _ _ _ _ INSTALLATION AS PER NYS ELECTRICAL CODE OUTLINE OF Uf)P5ET BM. (RAISED - - - - - - - - X Z 3. PROVIDE HOOK UPS AS REQ S PEF.MANU. APPROX. b FROM I ADJOINING ROOF �/2 -- _ �Y- LAMP5� O - 3- 5-I 5-I 5-I 3- _,��_/�� /�...��� �� I'-O" SURFACES). GOVEE=R BM. WITH RO u, w DRYER EXHAUST NOTE: -NOT LF-55 THAN 410% OF THE�PERMRTIENTLY1N5TALLED LIGHTING MEMBRANE $ VAPOR BA ER. 21'-6" IS'-10" I'-0° O C3 I. DUCT SHALL TERMINATE TO EXTERIOP, FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS, AS PER - N N Q 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY 2020 NYS EGG R404.1 - -�- - - - - - - - - - -_ I/8 I O" PITCH I/8" I O PITCH w Om V OPENINGS HOT WATER PIPING INSULATION: ' �� N 3.DUCT SIZE PER MANU. MECHANICAL SYSTEM PIPING AND HOT WATER PIPING SHALL BE TO G TO GUTTER P, UTTER r 'L 4.DUCT SHALLL BE EQUIPPED w/A Bp:GKDRAFT DAMPER Q INSULATED TO AN R-VALUE OF NOT LE55 THAN R-3 FOP, THE p 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN I V N CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO FOLLOWING CONDITIONS PER 2020 NYS EGG R403.4 d R403.5: CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM ��� � r{ I. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING SHALL BE LIMITED TO SINGLE LENE3TH5,NOT TO EXCEED 8 FEET AND SHALL BE LISTED AND LABELED FLUIDS >IOB°F OR <55°F (R403.4) 'OLo IN ACCORDANCE WITH UL 2158A. 2. PIPING J" AND LARGER IN NOMINAL DIAMETER \O F- - - - - - - - - - - - - - - - - - 04 6.EXHAUST DUCTS SHALL BE MIN O.OI6" THK RIGID 3. PIPING 5ERVINO MORE THAN (1) DWELLING UNIT w N METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE I I I Q I RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST 5. PIPING FROM WATER HEATER TO A DISTRIBUTION MANIFOLD DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL �; gURIE PIPING LOCATED UNDER A FLOOR SLAB I O 1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER 6. SUPPLY b RETURN PIPING IN RECIRCULATION SYSTEMS PROJECT: LOCATION O THE HALL O ROOF SHALL BE R 2.5 TERMINATION. E OTHER THAN DEMAND RECIRCULATION SYSTEMS. MAX. T OF THE FEET FOR EACH 45° BEND AND 5 FEET FOR EACH 10° I I - - - - - - - - - J L - - - - - - - - - - - - - - - - � I I L E E BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES - - - - - - - - - - NOT INCLUDE THE TRANSITION DUG'f. RESIDENCE NEW EXHAUST FAN SHALL BE INSTALLED WHERE O VENTILATION 15 NOT MET BY MEANS OF NATURAL y CIRCULATION THROUGH WINDOWS OR DOORS TO OUTDOOR SPACES AS PER NYS MECH. CODE SECTION O_ p 405.5.2.5; INSTALL AS PER MANU. SPECS 200 B E E B E D R FROP05E7) ROOF PLAN O ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405 CUTCHOGUE, NY 11935 = I'-oil NEW FLOOR THROUGHOUT: ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. 5PEG.'s. SEE PAGE "G-003" FOR NAILING 4 5TRAPPIN5 DET SCALE: 1/4"AILS. - _ u O I. NEW Jq" PLYWOOD 5UBFLOOR BENEATH (GLUE a SCREW);; **SEE DOOR SCHEDULE FOR ALL 57LA55 DOORS FROM SAME MANUFACTURER** DRAWING TITLE: SCREW PERIMETER OF SHEATHING 4" O.G. 8 12" O.G. INTERIOR. KW710W CHART - PROPOSED ROOF PLAN 2.NEW FINISHED FLOOR PER H.O. SELECTION EGRtE55 Q ROUGH OPENING WINDOW DIMENSION GLE.AR TAG TYPE MODEL # OFFMINO TEMPERED FP WIDTH REG'I'D: 20 1 WIDTH HEIGHT WIDTH HEIGHT HEIGHT RECR'D:24" OPEN REQ 10: 51 S.F. 7 - - - - - - - - - - - - - - - - - - - - -IF- A (8) TRANSOM 7 CUSTOM 4'-6" 2'-0" I Q ®! PAGE: B (4) TRANSOM CUSTOM � 5'-8" 2'-0" I " �® ■ ol. G (1-7) CASEMENT GXI55 2 8 5 5� 2 '7� 5 4j 10.? ,S.F. �E: [� I D (2) 77-FICTURE WPW410310 4'-11j" 4'-0j" 4'-11a" 4'-0j" IF E (5) 7� AWNING �E AR31 3'-O " I'-5 " 2'-IIg" u Q ROOF DECK Q I DATE: 02/21/25 9 OF 19 F (1) CASEMENT CXW145 3'-O " 4'-5 2'-119" 4'-4j" 15.251 S.F. 71 A�_\, I F 330 S.F. I - A-501 I WOOD FLOOR A-301 O (2) PICTURE CUSTOM 2'-O" 6'-01, FQ - PANELS H/D INAGE� _[ H (1) PICTURE CUSTOM 5'-O" 3'-61, IF J qA 1 (1) CASEMENT OX14 2'-8" 4'-O�" T 2'--I " J 4'-0" IF "1.'7r,° J (6) CASEMENT GX13 2-8 3-O� 2-'i� 2-I Ij ,. K I AWNING AXW51 5'-O 3'-O " 4'-II 2'-II - - - - - - - - - - - - L (1) PICTURE CUSTOM V-4" (P 374 M (2) CASEMENT GWI55 2'-4j" 5'-5 2'-4 5'-4 ]7_Q.41,5.F. �QF �`t`y N (20) CASEMENT 0X14 2-8 4-O 2--7 41-011 SCALE: 1/4" = 1'-0" -- i 3 ELEVATION N07E5 CL �1 t�l NEW ROOFING: - Q I. SEE NOTES ® SECTION 2. ROOFING TO BE FLAT I � OPROVIDE CONGEALED FLA5HINS AT ALL ROOF LU 2 J c-1 INTERFACES. 4-1 _ a - — N O NEN GODS SEE SECTIONS. O ROOF DECK AS PER OA - OA OA OA � O 2 I � O4 ce �- NEW WOOD FRAME STAIR. SEE DETAILS. i r— O NEW CLOSED P. GONG. STAIR . SEE DETAILS O N O O a-' � co O u-) O6 NEW LAP SIDING. SEE SECTIONS. - N Q o 0 O NEW WOOD LOOK TRIM. SEE SECTIONS. O n O8 NEW PANEL SIDING. SEE SECTIONS. _ �J lul O NEW STONE VENEER. SEE SECTIONS. /4�/�� — -- 70 AFIRST , : . . . ::... ,. . . COLUMN WRAPPED IN AZEK TOM MATCH toFLOOR PANEL COLOR W/ STONE PLI TH :. .. .. .. .. : ,.. MATCHING STONE VENEER SIDING. •• v \ II OVERHANG WITH METAL ROOF ABOVE GARAGE ' W. N N N D N N N N O O O : 6 6 O O 9 z Or- r--------------- I I i1- - L- F.F. lolr 51 V J -- -- --1 PROF. to PROP. 0.5 EL.=�7.CG _ =EL. _ ' = OI IPOI �SIED1 � IRI I I 10EXIST. XI EXIST — _ FILL TO E3E USED FROM SITE.= - - — — II1 = I= = = = 1= = I- II - = IIIIIIII = _ + EL. 2.I ' GROUNDWATER+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + .+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + Y + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + -+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + I. + + + + + + + + + + + + + + + + + + + + + + + + + + + + W0 Q O EL. 0.0' (NVD88) NOR7HEA57 ELEVATION (FRONT) 0 0 SCALE: 1/4" = 1'-O" W W U ALL NEw WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. SPEC.'S. SEE PAGE "G-005" FOR NAILING 4 STRAPPING DETAILS. v p **5EE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER** o w 41 � z WINDOW CHART o 0 I LW EGRESS 00 S ROUGH OPENING WINDOW DIMENSION CLEAR C-4 PENI# WIDTH REQ�N 2011 W TAG TYPE MODEL TEMPERED � c� HEIGHT REQ'D:24" L U) WIDTH HEIGHT WIDTH11 HEIGHT OPEN REOV: 5.1 S.F. 0 � N 2 I Ir A (5) TRANSOM CUSTOM 4'-611 2'-O" B (4) TRANSOM CUSTOM 5'-8" 2'-011 - ------- -- 7) CASEMENT GX155 2'-8" 5'-5 2'-? 5'-4 'I 10. S.F. [� W G (I a 4 _ D (2) PICTURE wPW410310 4'-11911 4'-09" 4'-I I j" 4'-09" - 202 6 ------ •- E (3) AWNING AR31 3'-o�t 11 21_1411 11_511 [� PROJECT: —A F (1) CASEMENT CXW145 5'-0? 41-59" 41-4j" 15.255. 0 0—L�__EA 0 1 G (2) :]EFICTURE CUSTOM 2'-0" E RESIDENCE H (I) PICTURE CUSTOM 5'-O" 3'-6" I (I) CASEMENT CX14 2'-8" 4'-O�" 2'-"7�" 41-011 '7.7 S.F. - - -------------- .l (III CASEMENT GXIS 2'-8" 3'-0 " 2'-'i " 2'-II 200 BEEBE DR U E, NY 11935 ..:.. : K (I) AWNING AXW51 .. ,. ..'. .- ..' 1 11 I \ 8 L (1) PICTURE CUSTOM 6-0 5-4II DRAWING TITLE: M (2) CASEMENT CW155 2'-4�" 5'-5 2'-4 51-4IF a.4 5.F. PROPOSED EXTERIOR ELEVATIONS . .... .. . . .. N � • N 20 CASEMENT GXI4 2' 8" 4 O 2' 7 ' E4' O" __�7 ___j DOOR SCHEDULE DOOR MATERIAL PAGE: to �5 TAG DESCRIPTION MANUFACTURER p RAT�G NOTES A-201m0l WIDTH HEIGHT 1- Q - 45 MIN. RATED - SELF-CLOSING 0.5> FIRST FLOOR 7// I-011 I II EXTERIOR FULLDATE: 02/21/25 10 OF 19 DOUBLE S 101 WING 6 -t-O • • GLASS -E L. _ -7. i—i i i I —i i i i i E L. _ — 102 SINGLE SWING 3'-O'1 '71-01' IST. •��i EXTERIOR FULL PROPOSED AREA OF FILL- EXIST. =1 GLA55 EX _ _—_ - — — — =FILL TO E3E USED FROM SITE.-= I (—III I — — SECOND FLOOR EX 1571 NO RTHI PPROX. '5�� GU81 G FT. _ — _ _ ®Aj� 201 SINGLE SWING 5'-0" '71-011 • • EXTERIOR FULL '`��% fy�. =1 I _9 I I �A GLASS — — 11 EXTERIOR FULL ��� Z• �5. p`�% O — 202 SINGLE SWING 5 O O • • - - -- - - GLASS — + 1 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + �' d' EL. 2.) GROUNDNATER + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ,:, ( w Lm EL. 5OU7HNES7 ELEVATION (LEFT S 1 DE) 50ALE: 1/4" = P-O" _. _ I s ELEVATION NOTES OI NEW ROOFING: d I. SEE NOTES ® SECTION a 2. ROOFINO TO BE FLAT I Lu co OPROVIDE CONGEALED FLASHING AT ALL ROOF LJJ INTERFACES. _I -J O CODE. S V) SEE SEGTIROOF DECK AS PER OA OA OA OA O O O I 2 4O •-J NEW WOOD FRAME STAIR. 5EE`. DETAILS. ' C9 I2 p O Z O O5 CV NEW CLOSED P. GONG. STAIR . SEE DETAILS 0 O a--' i cu O6 NEW LAP SIDING. SEE SECTIONS. 0 4- a � 2 o O NEW WOOD LOOK TRIM. SEE SECTIONS. 3 n , W 8O NEW PANEL SIDING. SEE SECTIONS. O NEW STONE VENEER. SEE 5ECTION5. II �� 70 MATCH FIRST "COLUMN WRAPPED IN AZEK TO — lo FLOOR PANE COLOR STONE PLINTH L L W/ O ,. MATCHING STONE VENEER SIG INC. ." W I I ' ABOVE GARAGE;OVERHANG WITH METAL ROOF AB E .:. IL c EL.= 10.65' \� Cnn1 12 0.5 Q 10.5 / // , v// /� // // EL � � III — III I � — I EL. _ �.of -_ _ :PROPOSED AREA OF FILL; ,- 11 EXIST. — EX I ST. — = EXIST. _ — , = FILL TO BE USED FROM SITE. _ — I —I —� I I I I—III- "I�(= EX 1ST. _ _ _ _ _ _ _ -EX I STI N(5 7 _ =�4PPROX. oi,�of GUB I G FT. _ _ _ _ _ — — _ El I I+ t + + t + ttt + + tt + + + + + tt + t + + + + t + ttttt + + ttt + tt + + + tt + + + + ttt + tt + + + ttt + + + tt + + + + + t + + ttt + t + + ttt + + t + + + + + + + + + ttt + tt + tt + + + + t + + + t EL. 2.1 OROUNDNATER ttttttttttt + + tt + tttt + tttttt + ttttt + + ttttt + ttt + Ott + + + t + + ttt + + tt + tt + + + + + + ttt + tt + + + + + t + t + + + + tttttt + ttttt + t + + tttttt + + tt N + + + + + + + + + + + + t + + t + + + t t + + + + + + + + + + + + + + + + + + + + + + + + + + t t + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + t + + + + + + + + + + + + + + + t + t + + + + + + + + + t + + + + + + + + + + + + + + + + t + + + Y z + + + + + . . . + + + + + t t + + + + t t + + + + + + + + + + + + + + + + t + + + + + + + + + + + + + t + + + + + + + + rt t t + + + + t t t t + t + + + + t + + + + + + + + + + + + + + + + + + + + + + + + + + t t + + + + + + + + + + + + t t t + + + + + + + W Q 0 Ouj EL. o.o' (N VD88) SOUTHEAST ELEVATION (REAR) w Ir in SCALE: 1/4" = 1'-O" o uj � Z Z V ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. 5PEG.'s. SEE PAGE "G-005" FOR NAILING 8 STRAPPING DETAILS. v 0 **SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER** o w 0z WINDOW CHART Ui 5 EGRESS o Z ROUGH OPENING WINDOW DIMENSION CLEAR N TAG TYPE MODEL # OPENING TEMPERED w m WIDTH REOV: 20" O HEIGHT REO'D:24" w WIDTH HEIGHT WIDTH HEIGHT OPEN REOV, 57 S.F. 0 TRANSOM CUSTOM 4-6 2-O ::J 7]B (4) TRANSOM CUSTOM 5'-8" 2'-0" N G (1"1) CASEMENT GX155 2'-511 5'-58" 2'-"i " 5'-4 10.1 5. H N — D (2) PICTURE 17WPN410510 4'-II 4'-O 4'-II JFZ0911 [� o E (5) AWNING AR51 3'-O " I'-5 2'-II I'-5" [� PROJECT: — 0 0 0 0 O 0 7—f= (-1) 7� CASEMENT 0Xw145 3'-O " 4'-5 2'-119" 4'-4j" 15.25 S.F. LEE G (2) PICTURE CUSTOM 2'-O" b''0" Q H (I) PICTURE CUSTOM RESIDENCE I (I)11 J ill CASEMENT GXI4 2'-8" 4'-O�" 2'-"1 " 4'-0" II J (6) CASEMENT GX13 2-8 5-off 2--r 2-1I 200 BEEBE DR -- CUTCHOGUE, NY 11935 --- �� K (I) AWNING AXw51 8 L (I) PICTURE CUSTOM b-o 5-4 DRAWING TITLE: M (2) CASEMENT GWI55 2 5 51 2 4j 5 4j 01.45. PROPOSED EXTERIOR ELEVATIONS - N (20) CASEMENT GXI4 2'-8 4'-0" DOOR SCHEDULE 10 DOOR MATERIAL PAGE: — / % / FIRE TA DESCRIPTION MANUFACTURER RATING NOTES LD WIDTH HEIGHT 4 02 ■ 0 1 � Amz -� 45 MIN. RATED 5ELF-GL05IN6 FIRST FLOOR DATE: 02/21/25 11 OF 19 , ],/ / ,/ /i] / / / /i / //' / 101 DOUBLESWING� b'-O" ?'-O" OLA5510RFULL 1 _ _ _ = -EL = -7 2' 102 TSINGLE SWING 5'-O" •7'-0" �I • I� GLASSIOR FULL =_EL. = 7.2 __ _PROPOSEDRE OF FILL• - - _� EXIST. - ; - EXIST. - SECOND FLOOR =EXSTING EARTH= _ — _ _ _ = FILL TO �E USED FROM SITE. _ 11 _ - PPROX. of ✓off GUE3IG FT. _ -- — — I — - :: EXTERIOR FULL t�DA 201 SINGLE SWING 5 O "1 O GLASS 1�01 EXTERIOR FULL ll ` �� 202 SINGLE SWING 5-O "1-O -I • I • ` n ( ;II EL. 2.I ' OROUNDW:ATER t + t + + + + tttttt + + tt + + + + + + ttt + tttttt + + + + + + t + + + t + + + + tttt + + � 0 t + tttttt + + + + + t + + + + t + t + + tttt + + + + + + + + + + + + tttt + + + + tt + + t + t + + ' `,, + t + + t t t t + t t + + + + t + + + t + + + + + + + + + + + + + + + + + t + + + + + + + + + + + + + + + t + + t t + + t- + + + + + + + + - ; t t t t t t t t t t t + + + + t + t t t + t t + + t t + + t + t t t t + + t t + + + + + + + + + t + t + + + t + + + + + + + + + + + + + + (p LL— EL. O.O (NAVD88) NORTHNEST ELEVATION (RI C HT SIDE) SCALE: 1/4" = I'-O" i BUILDING 5EOT1 ON NOTE:5 d 12 Q NEW FLAT ROOFING NOTE (TYP.): Oj I. INSTALL NEW FLAT ROOF SYSTEM Lu 2.INSTALL ICE AND WATER SHIELD FROM (FASCIA UP TO PROPOSED ROOF HEIGHT---- _-----_------------ 24" FROM INSIDE FACE OF STUD WALL (AND AT VALLEYS ELEV. +5.7.0' 2 co OVER M 5.INSTALL 15 # BUILDING FELT (U.O.N) OVEER - 4.1/2" CDX PLYWOOD 5HEATHIN6 (BLOCK )ALL SEAMS) �\� L-�-�777�7!77 � Q 5. FLASH ALL VALLEYS -A 6.INSTALL DRIP EDGE: AS REOV 5 0 _ 1. SLOPE ROOF AT 1A :I-O TO 6UTTER5 SAT EDGE. a.IN5TALL ALL AS PEP MANU. 5PEG.'s I - 9. SEE FLAT ROOF DETAIL 4 ON PAGE A-�401.00 NEW FLAT ROOFING NOTE (® ATRIUM)' PROPOSED SECOND FLOOR CEILIN6�- �R.R AS PER PLAN i - 5���� ` c Z O O � O I. INSTALL NEW FLAT ROOF SYSTEM ELEV. +51.6' d . 2.INSTALL ICE AND WATER SHIELD FROM (FASCIA UP TO C\J 24" FROM INSIDE FACE OF STUD WALL /AND AT VALLEYS 12 3 3 c -J (�J 5.INSTALL 15 # BUILDING FELT N.O.N) OVEf.R VER 4. 4 O O ' 4.1/2" GDX PLYWOOD SHEATHING (BLOCK jALL SEAMS) J N C6 � 5. FLASH ALL VALLEI�'S Q O 6.INSTALL DRIP EDGE: AS REO D 7. SLOPE ROOF AT I/V I'-0" TO EDGE. 9. SEE FLAT ROOF DETAIL 45 ON PACE A-,-401.00 Q i O TYPICAL ROOF 4 0EILIN6 CONSTRUCTION: o 0 � n ' 3 • NEW ROOFING AS NOTED W • 1/2" GDX PI 5HEATHIN6 (BLOCKING, ® ALL PROPOSED SECOND FINISHED FLO R PI SEAMS) ELEV. +22.6' 1O • R.R.,G.J., 4 G.T. AS NOTED ON PLANS (®a 5PAN5 OVER V INSTALL "X" BRID61N6 ® CENTfER OF SPAN, U.O.N) 6 • MIN. OF R-4q SPRAY FOAM INSULATION F.J. AS PER PLAN \-�_�� -}J TYPICAL EXTERIOR WALL GON5TRUCT710N (TI • UPON "TYVEK" HOUSE WRAP (OR EQUAL)) PROPOSED FIRST FLOOR CEILING I I 14 CONNECTION GI AS O4 _- • UPON I/2" GDX PLY'WD. SHEATHING (BLO)GKINC ® ALL ELEV. +21.4' I I PER PAGE 6-003 n , PLYWD SEAMS) NEW STUD TO W • 2"x6" STUDS ® 16" O.G. w/DEL. TOP PLATE FLOOR A55EMBLY `� ' J CQ • PROVIDE 2" SPRAT FOAM (R-14);PLUS IR-11 BATT I6 4 INSULATION;TOTAL R-25 A-402 • 5/5" GYPSUM BD. HALL FINISH p �--�- OLAP SIDING NOTE (TYR): I. INSTALL NEW GRAY' "HARDIE" HORIZONTAL LAP SIDING b U 2•"TYVEK" HOUSE WRAP (OR EQUAL) 8 CONNECTION 'DI' A5 5.INSTALL ALL AS PER MANU. SPEC.'S PER PAGE 6-003 4.PROVIDE ALL NECESSARY TRIM FOR PROPER PROPOSED FIRST FINISHED FLOOR NEW STUD TO INSTALLATION - - �` FLOOR ASSEMBLY 10 5. SIDING SHALL EXTEND TO HORIZONTAL 'TRIM BOARD ELEV. +12.4' r - O6 WOOD-LOOK TRIM: ` F.J. A5 PER PLAIN W I. INSTALL "VER5ATEX" WOOD-LOOK TRIM AT BASE OF Q LAP SIDING TO SERVE AS A BORDER. I I BASELINE (PROP. GR_ADE)______ OPANEL SIDING NOTE TYP. : ELEV. +a.4' i ' I ' �O.5 1. INSTALL NEW DARK GRAY "FINE SAND" "HARDIE" i i 7/// V////� ARCHITECTURAL PANELS (a6"x48") HORIIZONTALLY WITHi , i i i ii i SEAMS LOCATED AS INDICATED IN ELEVATIONS. Q 2."TYVEK" HOUSE WRAP (OR EQUAL)5. I -- 4.PROVIDE ALL AS PER MANUI. SPEC.'s L NECESSARY TRIM FOR PROPER EXIST. 6A�D�E 5. INSTALLATION 5. HALL EXTE'_ND TO HORIZONTAL TRIM BOARD NEW STONE VENEER: _ PROP�05ED CELLAR Oui I. INSTALL NEW HORIZONTALLY LAID GRAY STONE _DO" -- LEV_+3i4VENEER � ��_ - ���� 2."TYVEK"HOUSE WRAP (OR EQUAL) I I 1779 U 3.INSTALL ALL AS PEER MANU. SPEG.'s w cc 4.PROVIDE ALL NECESSARY TRIM FOR PROPER + + + + + + + + + + + + + + + + + + + + + + , + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + V) + + + + + + + + + 6ROUNDWAT�R+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + i+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + INSTALLATION + + + + + + + + +++++-++'. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + Y 5. VENEER SHALL EXTEND TO TOP OF FOUNDATION + + + + + + + + + ,ELEV.1+2.1 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0 Q WALL LL TYPICAL FLOOR CONSTRUCTION: J 6 O w O1. FINISH FLOORING T'0 SELECT NAVD88 _-_-_-_-_-- A-4ol 0 Ix 2. 5/4" T40 GDX PLY=D. 5UBFLOOR CLUED 4 SCREWED ELEV. +0.0' BU I LD I NO SGT I ON - o ca 5. F.J. AS NOTED ON PLANS - AT SPANS GIVER 8 INSTALL 'X' BRACE ® MID5PAN a w 4. PROVIDE R-300 B:ATT INSULATION (ONL'.Y BETWEEN SCALE: I/4" = I'-O" g a FIRST FLOOR AND FOUNDATION) w/2" TTHK. SPRAY FOAM AT RIM J015T(PERIMETER OF BUIILDING) w V to NEW WOOD FLOOR: p w 1. NEW WOOD FLOORING TO BE SELECTED BY HOMEOWNER C 2 12 O Z O J Q U. w NEW TILE FLOOR (Ir1 BATHROOMS): II I. NEW TILE FIN15H (H.O. TO SELECT) UPON RR AS PER PLAN N a 2.ONE LAYER THINSET (LEVELED PROPERLY) UPON Z m v w 5.NEW " DUROCK CEMENTBOARD (OR EOUJAL) UPON �'-" g 0 to 4.NEW " T46 PLYWOOD 5UBFLOOR 5 w a J 12 1. NEPERMEABLE LETEGH"RIPE DECK TALES (24"x4&,") INSTALLED - - -- i PER MANUFACTURER'S SPECIFICATIONS R.R. AS PER PLAN s s R.R. AS PER PLAN U) N 6YP5UM WALL BOARD (IN BATHRQQN,45): 4 13 INSTALL MOISTURE RESISTANT GYPSUM BO)ARD IN ALL 3 3 cV BATHROOMS, AND CONCRETE BOARD IN 5FHOWER5 AND TUB 4 4 O SURROUNDS NEW WOOD DECK: 14 INSTALL NEW TIMBER"IECH DECK PER 5 13 15 5 PROJECT: MANUFACTURER'S 5PEiCIFICATIONS. NEW GUTTERS: - � LEE 15 6UTTERS TO BE 6" 1/2-ROUND BLACK METiAL. LOCATED RESIDENCE WHERE INDICATED IN PLAN WITH MATCHING DOWNSPOUTS \ _ F.J. AS PER PLAN ( \ F.J. AS PER PLAN 2 2 0 0 B E E B E D R - CUTCHOGUE, NY 11935 14 14 z A-402 - - - DRAWING TITLE: \ BUILDING SECTION Li I PAGE: 18 1O � A-402 F.J. PS PER PLAN -30loOl DATE: 02/21/25 12 OF 19 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + . + + + + + + + + + + �� � )a�' ;" !t BU I L.D I NO SECT I ON 5-E3 50ALE: 1/4" = P-0" C ENERAL 5'%r�450L <E`r : l _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. STL. Q U EXISTING TO REMAIN WHEN APPLICABLE) Lu NEW WOOD FRAME (L,.G. NEW FOUNDATION WALL LuC6 5TL. WHEN APPLICABLE) (o a4-1 NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL .E CV WOOD FRAME (L.G. 5TL. P05T FOR 4" WALL5 O WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL P05T FOR 6" WALL5), U.O.N. NEW 2-HR FIRE RATED .- WOOD FRAME (L.6. 5TL. O c Z 0 WHEN APPL I GABLE) ' C :3 CV STRUCTURAL PLAN N07E5 P05T 4 COLUMN DESIGNATIONS: O 0 ;4' � POSTS 4 COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED _r_ AS FOLLOWS. NOTE THAT THESE DESIGNATIONS DO NOT IMPLY -E-' F Ln OSINGLE SPAN STRUCTURAL MEMBER: SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE, AS SPECIFIED STRUCTURAL MEMBER SHALL NOT BE: CONTINUOUS BY OTHER CONSTRUCTION DOCUMENT NOTES 4 STANDARD Q 1 O ACRO55 MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY FRAMING REQUIREMENTS. ABOVE INDICATED POSTS. OSTACKED P05T/COLUMN: A2 (2) 2"x4" POST B2 (2) 2"xb" 1-05T LOCATE INDICATED P05T/COLUMN BENEATH POST/COLUMN ON FLOOR ABOVE. ROOF ANGLE BRACKET (TYP.): q3 (3) 2"x4" POST B3 (3) 2"xb" POST O ANGLE BRACKET w/MIN. LOAD CAPACITY OF 1,500 LBS; �- ATTACH TO MIN. (2) 2"x6" POST (UNLESS LARGER MEMBER IIHR­E4 (4) 2"x4" POST E34 (4) 2"xb" POST REO'D PER MANU. SPEC.'S) OSTAIR PLATFORM FRAMING • 4"x4" P.T. P05T5 ALIGNED W HALF-WALL TO SUPPORT' AS (5) 2"x4" POST BS (5) 2"xb" POST (2) 2"x8" P.T. DROPPED BEAM. • (2) 2"x8" DROPPED BEAM BOLTED TO PERMAGAST 3-1/2" O.D. SCH 40 5-I/2" O.D. SGH 40 COLUMN w/(4) �" H.D.G. THRU BOLTS;BEAM TO ram__ f I 5TL. COL. (A5TM (��n� 5TL. COL (A5TM CANTILEVER EQUALLY 12 ON BOTH SIDES OF COLUMN "-L"J AI23) BY 51M5 lJ AI23) BY SIMS M • DBL. D.J. 0 STAIR 5TRIN6,ER CONNECTIONS STEEL (OR EQ.) STEEL (OR EOJ w STRUCTURAL PERMAGAST COLUMN (5,000 1-55): 5° STRUCTURAL SQUARE PERMAGAST COLUMN W MIN. 8,000 L55 LOAD BEARING CAPACITY. BEAM + PLACEMENT SHALL ENSURE CONCENTRIC LOADING OF POURED CONCRETE AND STEEL REINFORCEMENT NOTES: COLUMN, AS PER MANUFACTURER 5FECIFICATIONS. 57RUGTURAL PERMAGAST COLUMN (14,000 LBS): I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT V c 58 STRUCTURAL SQUARE PERMACA57 COLUMN H/ MIN. FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND 14,000 LES LOAD BEARING CAPACITY. BEAM DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINGS. PLACEMENT SHALL ENSURE CONGEN71RIC LOADING OF /r COLUMN, A5 PER MANUFACTURER SPECIFICATIONS. 2. IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION \� SHALL BE DE-WATERED. THE POUR 517E SHALL REMAIN DRY FOR 65 6B 6B PERMACAST COLUMN FOOTING (GONT. FTC) ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER _ _ JUL PERMAGAST COLUMN UPON EXTENDED FOUND. WALL 4 F776. ENCOUNTERED. y �- PROVIDE ADDITIONAL (2) #5 VERT REBAR IN GONG. FOUND. B. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS. I ® I i -1I I El Q WALL BENEATH COL. 4 INCREASE HORIZONTAL REBAR INd - - - - GONG. FT6. BY AN ADDITIONAL (1) #5 REBAR. 4. ALL FOUNDATION WORK SHALL BE 4,000 P51 POURED CONCRETE AT I 12 15 q L - L) L - J L - L SEE ALSO DETAIL II/A-402. 28 DAYS AND SHALL CONFORM TO THE CURRENT AGI 318 GODS. PERMAGAST COLUMN FOOTING ('PAD FTC.) 6 O �� PERMAGAST COLUMN UPON 12 4) P. GONG. 50NOTUBE S. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED 6 6B UPON 24"x24"x12" DEEP P. GONG. FOOTING AS PER CARBON STEEL ASTMA615 GRADE 60. WWM FOR 5LA55 DO NOT DETAIL 12/A-402. NEED TO BE EPDXY COATED. PERMAGAST COLUMN FOOTING (PAD FT6.) 6. U.O.N.,REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - T T 6G PERMAGAST COLUMN UPON IS"(P P. GONG. 50NOTUBE SHALL BE STAGGERED. • UPON 36"x36"x18" DEEP P. GONG. FOOTING AS PER DETAIL 15/A-402. 'T. PROVIDE MECHANICAL DEVICES TO HOLD STEEL 4 HARDWARE IN PLACE AT TIME OF POURING 4 MAINTAIN REQUIRED CLEARANCES, _ - 2 2 xl0" - - - - - - - - - - - - - - -°T3� 2'xl0 - - - - - - - - - - - �2�2 xT� - - - - - - - - - - - - - - - PAD FOOTING COVERAOE5, AND PLUMBNESS. I- FLUSH HDR FLUSH HDR FLUSH HDRC D 10 II D 1 D �A S4 24"x24"xl2" DEEP P. GONG. PAD FOOTING H I ; AS PER DETAIL I/A 401. 8. CEMENT SHALL CONFORM TO ASTM C-33 FOR STANDARD WEIGHT Q CONCRETE. I I \. I L) V PAD FOOTING 7B Lu 36"x36"x18" DEEP F. CONC. PAD FOOTING AS PER DETAIL 2/A 401. CONCETE - GOLD WEATHER POURIN6 4 CONCRETE MIXTURE ® I ' I I I I W a ® HOLDOWN (IST TO 2ND FLOOR): 1. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF O I -7V v �? I <• I _ < HOLDOWN A AS PER PAGE 6 005 CONCRETE IN TEMPERATURES UNDER 45 F IF THAT TEMPERATURE u O q _ O O q � HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. I I I 11 O O O m m I I OLu - HOLDOWN (FOUNDATION TO I5T FLOOR): 2. SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS. w N HOLDOWN 'D' A5 PER PAGE 6-003 O I L L I 10 10 IS C3 w 5. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL I z NEW REINFORCED P. GONG. SLAB CONFORM TO AGI 306. II g Q OI. NEW 4" THK. P. GONG. SLAB w/6"xb"-10/10 W.W.M. UPCDN „ „ „ I Z = 2. b MIL POLY VAPOR BARRIER UPON 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / I I MASONRY I I 6- b-O 6-O 6-�2 TB 6-g%2 TB 6-�2 I, Y 0 „ SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO 65 PATIO ABOVE 3. 4 (MIN) GRAVEL BASE o I U O TEMPERATURES WITHIN 10 F OF CONCRETE. I G G TYPICAL P. GONG. FOOTING 4 WALL CONSTRUCTION: 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. I I ?A -TA - W 1Ox22 F_ 7 W 1Ox22 F_ 7 W 1Ox22 �OARAOE (2) 2"x6" P.T. SILL PLATES w/COPPER TERMITE SHIELm REMOVE AS REQ'D. I7 _ ��WIOXI2 qq2-50 FLUSH A q2-50 FLUSH AcN2-50 FLUSH O4 SILL SEAL FLUSH BM. w/ W�FL-ANGE A FLANGE:' v Ivw`FL�F�6 -�f SLAB I OJ Q • ANCHOR 5OLT5 AS PER PAGE 0-003 b. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE I I �- - - WIOxl2 WIOXI2 51MPSON - - - - - L UNEXGAVATED LL W _FLUSH BM. _ FLUSH BM. HU210-3 HN6RI _ _ _ Z z • P. GONG. FOUND. WALL A5 PER DETAIL UPON PERMITTED WHEN NECESSARY.R DETAILv^v�� • ASPHALTIC MASTIC DP. CONC. FOOTINO ASAMP PROOF IN6 TO EXTERIOR -1. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33• F OR HIGHER J ® I I L J ��-� - J I ( 13 13 Z Cq _ • B.O. FOOTING 3'-0" BELOW GRADE MIN. AND SHALL BE WITHIN 10° F OF CONCRETE TEMPERATURE. F , L J - - ° I 1 O N • 1/2" EXPANSION JOINT 0 PERIMET_R OF SLAB (WHEN p G G TB O I I w Q APPLICABLE) 8. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. I I y I - w _ _�j z v Ii 0 ~ • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / q, NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE W 1Ox22 AcM2-50 C „ 0 cV (2) L?5 xq.5 G.P. 2.0E FLU5H BM, W -1 r 1 STOOPS (WHEN APPLICABLE) PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 506 ° I I JOISTS STRAPPED ABOVE IL 0 �� SIMP5EN U 0 STA HANOERS FLUSH BEArnO • MA50N TO ACCOUNT FOR FINISH STONE ON THIN SET (ASTM G4g4/G4g4M, TYPES G AND E). FOR HEIGHT OF WALL 4 SLAB (W+iEN APPLICABLE) I I I BM. TO PROVIDE BEARING I I 0 x 10 - - CONSULT TO WALL 4 POSTS ABOVE - �_ - - (V 10. AREAS EXCEED ONE SQUARE INCH MBEDDMENT CROSS SECTIONAL I I I L - - cV ® d 3 N® q I I 18 NEW 24 xl2 DEEP P. GONG. CONTINUOUS FOOTINGS AS PEER m ~ cv II DETAIL 5/A-401 AT GARAGE AND DETAIL 6/A-4ol AT II. ONCE CONCRETE IS PLACED. CONCRETE SHALL NOT BE EXPOSED I I m r q 0 0 I I Q BASEMENT. TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS I O 1 `� ^) x�� ( I 0 0 -� NEW 18"x12" DEEP P. GONG. CONTINUOUS FOOTING AS PER REACHED A COMPRESSIVE 5TREN6TH OF 800 FBI. I I I I I I I I X � � N � I I I'' 12 DETAIL I?/A-402 4 I5/A-402. 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 306. PROJECT: DRILL 4 EPDXY PIN (4 EMBEDMENT,) FT6. 4 FOUND. WAL1L I I ( ^ ^ �- INTO ADJOINING FTC. 4 FOUND. WALL OF BASEMENT. I I I D ENLARGED CONTINUOUS FOOTING I I 6 12 15 I p II 10 p - - - - - - - - - - - - - - - - - - 14 D 13 LEE O I. ENLARGE CONTINUOUS FOOTING 'TO 36 WIDE x IS '^ DEEP,CENTERED DIRECTLY BENEATH BEARING POINT _ _ _ _ _ _ (2) 2"xl0" _ - - - OF POST 4 EXTENDING PERPENC>IGULARLY FOR le?" ON (FLUSH HDR - - - J MASONRY - - - - - - - - - - I RESIDENCE PATIO ABOVE 2 BOTH SIDES IN DIRECTION OF CONTINUOUS FOOTING I ' L - - - - - - - - - - - - - - - - - - J (56" TOTAL LENGTH). L- - - - - - - - - - - - - - - - �� 2. ENLAR6EDPORTION55HALLBEPOURED - - - - - - - - - - - - - - - - - -J - - - - - - I- - L - - - - - - - - - MONOLITHICALLY w/SURROUNDIN6 CONT. FT6. 4 WALL. 3. TOP OF FOOTINGS SHALL BE FLUSH - - - - - - --2 - - - - - - 200 B E E B E D R 4. INCREASE HORIZONTAL REINFORCEMENT AT ENLARGED 18 L J CUTCHOGUE NY 11935 FOOTING TO INCLUDE: • (5) #5 REBAR ORIENTED IN DIRECTION OF CONT. I FT6;THIS AMOUNTS TO AN ADDITIONAL (2) #5 L- - - - - - - - - J REBAR FROM THOSE ALREADY PRESENT IN 24"x12"' DEEP CONT. FT6. DRAWING TITLE: • (5) #5 REBAR ORIENTED PERP. TO CONT. FT6. 6. PROVIDE (2) #6 VERTICAL REBAR WITHIN P. GONG. PROPOSED STRUCTURAL PLAN FOUND WALL ABOVE CENTER OF ENLARGED FTC. "f. SEE ALSO DETAIL q/A-401. STEPPED FOOTING 14 24NI2" DEEP P. GONG. CONTINUOUS FTC. TO STEP AS NEEDED TO ALIGN WITH BASEMENT FT6. AS PER DETAIL 8/A-401. V.I.F. FT6. DEPTHS. 6G 6G 6G 6G TYPICAL CLOSED FOUNDATION I5 0 PORCHES / PATIOS: I. SEE NOTED DETAILS 2. ALL HORZ. SURFACES SHALL BE 'PITCHED 0 1:48 AWAY FROM 3. FOR 5LBA55 1NO ABUTTING FRAMING, INSTALL COPPER I ® ® ® ® SI 10 wim 0 1. FLASHING FROM 12" ABOVE AND ADJACENT TO SLAB„ L - - J L - L L - - J L - - L BED ALL FLASHING IN ASPHALTIC: MASTIC 4. PORCH /PATIO WALLS OF SEPARATE POURS SHALL BE DOWELED w/#5 ® 8" O.G. VERTICAL TO EA. OTHER 4 TO MAIN FOUND. i ROPOSED F I R5T FLOOR 57RUGTURAL PLAN DATE: 02/21/25 15 OF 19 5. PROVIDE 4" SHELF FOR SLAB BEARING 0 DWELLING. TYPICAL LEDGER BOARD 0 EXT. DECK: SCALE: 1/4" II'-O" I6 I. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS 2. SECURED w/(2) 5/5" 4' x 5" LONG H.D. GAL. LAG BOLTS ® IV' O.G. 3. INSTALL H.D. 6ALV. JOIST HANGERS BY 'SIMPSON' (OR: EQUAL) 4. PROVIDE FLASHING TUCKED UNDERNEATH SIDING 4 BENT OVER TOP EDGE OF LED6E'R BD. �kF.D A t� 5. SEE DETAIL 14/A-402. IT BEAM POCKET (TYP.) i ;o i :A ? TOP OF FOUND. WALL MAY BE STEPPED DOWN AS IS REQ.'D TO ACCOMMODATE 6ARA&E DOOR CLOSURE Y (VERIFY DIM. IN FIELD) SOIL BEARING CAPACITY NOTE:_ �OF NE14 ' STRUCTURAL DESIGN OF FOOTINGS ASSUMES A SOIL BEARING CAPACITY OF 1.0 TON/5.F. I OENERAL 5)0`0��E�OL <EY : EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT - WOOD FRAME (L•G. STL. Q EXISTING TO REMAIN WHEN APPLICABLE) LLI E---�--.� NEW WOOD FRAME (L.G. NEW FOUNDATION WALL �---I 5TL. WHEN APPLICABLE) _jM NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL O (V WOOD FRAME (L.5. 5TL. ® P05T FOR 4 WALL5 LO WHEN APPLICABLE) (MIN. (2) 2"x(o" STRUCTURAL O 0) POST FOR 6" WALL5), U.O.N. NEW 2-HR FIRE RATED �- WOOD FRAME (L.G. 5TL. WHEN APPLICABLE) 0- Z O .ca -,z � c � CV STRUCTURAL PLAN NOTES POST 4 COLUMN DESIGNATIONS: O O t POSTS 4 COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED AS FOLLOWS. NOTE THAT THESE DE516NATIONS DO NOT IMPLY 4-+ 0a--+ L17 O SINGLE SPAN STRUCTURAL MEMBER: SUCH MEMBERS ARE NOT NEGE55ARY ELSEHHERE, AS SPECIFIED � CV 1 STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS BY OTHER CONSTRUCTION DOCUMENT NOTES 4 STANDARD cc ACROSS MULTIPLE 5PAN5. PROVIDE SPLICES DIRECTLY FRAMING REQUIREMENTS. Q O G O ABOVE INDICATED POSTS. OSTACKED POST/COLUMN: f,,2 (2) 2"x4" POST B2 (2) 2"xb" POST LOCATE INDICATED P05T/COLUMN BENEATH POST/COLUMN! ON FLOOR ABOVE. OROOF ANGLE BRACKET (TYPJ: p3 (3) 2"x4" POST B3 0) 2"xb" P05T 3 AN6LE BRACKET w/MIN. LOAD CAPACITY OF 1,500 LBS; ATTACH TO MIN. (2) 2"xb" POST (UNLESS LARGER MEMBER. A4 (4) 2"x4" POST ®---4 (4) 2"x(o" POST REQ'D PER MANU. SPEC.'S) OSTAIR PLATFORM FRAMING A5 (5) 2"x4" POST B5 (5) 2"xb" POST • 4"x4" P.T. POSTS ALIGNED w/ HALF-WALL TO SUPPORT (2) 2"x5" P.T. DROPPED BEAM. • (2) 2"x5" DROPPED BEAM BOLTED TO PERMAGAST 3-1/2" O.D. SGH 40 5-1/2" O.D. SCH 40 COLUMN w/(4) �" H.D.G. THRU BOLTS;BEAM TO f 1 STL. COL. (ASTM (>�� 5TL. COL (ASTM n , CANTILEVER EQUALLY 12 ON BOTH- 51DE5 OF COLUMN "-L"_I AI23) BY 51MS `� u AI23) BY 51M5 (D • DBL. D.J. ® STAIR STRINGER CONNECTIONS STEEL (OR EO) STEEL (OR EO) 1 , STRUCTURAL PERMAGAST COLUMN (8,000 LBS): r 5P STRUCTURAL SQUARE PERMAGAST COLUMN w/MIN. 6,000 LIDS LOAD BEARING CAPACITYr. BEAM PLACEMENT SHALL ENSURE CONCENTRIC LOADING OF POURED CONCRETE AND STEEL REINFORCEMENT NOTES: COLUMN,AS PER MANUFACTURER SPECIFICATIONS. STRUCTURAL PERMAGAST COLUMN (I4,000 LBS): I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT '�- U c 5B STRUCTURAL SQUARE PERMAGAST COLUMN w/MIN. FOUNDATIONS BY AN ANGLE OF 45• PROJECTED OUTWARD AND 14,000 LBS LOAD BEARING CAPAGIT'f. BEAM DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINGS. PLACEMENT SHALL ENSURE CONCENTRIC LOADING OF COLUMN, AS PER MANUFACTURER SPECIFICATIONS. 2. IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION 5A 5A 5A 5A _ _ _ 5A SHALL BE DE-WATERED.THE POUR SITE SHALL REMAIN DRY FOR - - - - - - - - - - - - - - - - - - - - - - - - - - - - PERMAGAST COLUMN FOOTING (C:ONT, FTC.) ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER PERMAGAST COLUMN UPON EXTENDED FOUND. WALL 4 FTC- . ENCOUNTERED. i 3.5"x1l.25" LEVEL I HOLM. I 7 55'Tx11.25" LEVEL I HOLM. I- - 5.5"x11.25" LEVEL I HOLM. - PROVIDE ADDITIONAL (2) #5 VERT REEBAR IN GONG. FDUNM. I _ _ _ PSL DROPPED BM. FF5L DROPPED BM. PSL DROPPED BM. _ 3. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS. - - - - �--- - - - Q HALL BENEATH COL. 4 INCREASE HORIZONTAL REBAR IN 3.5 x11.25' LEVEL I HOLM�- PERMACA5T GONG. FT6. BY AN ADDITIONAL (1) #5 REBAR. 4. ALL FOUNDATION WORK SHALL BE 4,000 PSI POURED CONCRETE AT I i v PSL DROPPED BM. 0 L _ J Q L - _J V L _j SEE AL50 DETAIL it/A-402. ~ 25 DAYS AND SHALL CONFORM TO THE CURRENT AGI 515 CODE. OPERMAGAST COLUMN FOOTING (P'AD FTC.) ' p - � = 6B COLUMN UPON 12"W P. GONG. 5ONOTUBE 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED X ® i` Q ® � `�-� I®l �0 x ® UPON 24"x24"A2" DEEP P. GONG. FOOTING AS PER CARBON STEEL ASTMAbI5 GRADE 60. HWM FOR SLABS DO NOT liv iv ? X - - - - - - - - - - - - - - - - - - - - - - - 0 to p (V p _ z �y DETAIL 12/A-402. NEED TO BE EPDXY COATED. N -7 R, " - - - - - - - - - �A 5A F" D z p 16 p I6 PERMAGAST COLUMN FOOTING (PAD FTC.) 6. U.O.N.,REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS - Z 5.25"A1.25" LEVEL I WOLMANIZED PSL _ _ _ p _ _ p 6G PERMAGAST COLUMN UPON 15"0 P. GONG. 50NOTUBE SHALL BE STACSOERED. DROPPED BFI�PPORT POST ABOVE UPON 36"x36"xI5" DEEP P. GONG. FOOTING AS PER = DETAIL 13/A-402. -i. PROVIDE MECHANICAL DEVICES TO HOLD STEEL I HARDWARE IN p 2"xl0" P.T. PLACE AT TIME OF POURING 4 MAINTAIN REQUIRED CLEARANCES, (5) 2"xl0" HDR (5) 2"xl0" HDR (2) "x8" (3) 2"xl0" HDR (3) :77 HDR (5) 2"xID" HDR - - D.J. ® I6" O.G. DR 8D D PAD FOOTING COVERAGES, AND PLUMBNE55. - I z fk ">A 24"x24"x12" DEEP P. GONG. PAD FOOTING - O 0 53 W ui AS PER DETAIL I/A-401. 8. CEMENT SHALL CONFORM TO ASTM 0-55 FOR STANDARD WEIGHT CONCRETE. p * 2 Di� pJ `J U lu PAD FOOTING - - 0 cv\ 0 Q O Q I I 0 7B 36 x36 xl8' DEEP P. GONG. PAD FOOTING 4 - cV 3 O JJ I6 AR DRY SHUN .fl z .fl 2 I6 N A5 PER DETAIL 2/A-401. I_ I I _ CONCETE - GOLD HEATHER POURING 4 CONCRETE MIXTURE N m�) I 6?S.F. 0 ]::�HRQOM 50 S.F. ® d)® W Z ® HOLDOWN (1ST TO 2NO FLOOR): I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING of N 0. Q O I ® ?�N ?� o Q HOLDOWN 'A' AS PER PAGE 6-003 CONCRETE IN TEMPERATURES UNDER 450 F IF THAT TEMPERATURE 2"x6" P.T. I p - O - O I DIL (WK u-r �u HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. I D.J. ® II DEN 51 S.F. 13 ryZ iu PROVIDE " THK. TYPE "X" 13 " 4 I I� 0 W 16" O.G. I d) - - 315 S.F. - - m N m N u dJ - I w 5 I x ® ® �-u_ SHEETROGK AT GARAGE 0 HOLDOWN (FOUNDATION TO IST FLOOR): 2. SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS. = cV -F WALL5 AND CEILING H-� x I z 0 as D HOLDOHN 'D' AS PER PACE 6-003 I-. , , Z N - Z cV cV w w 5. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL c�V = ►� _ Ip m O c7 NEW REINFORCED P. GONG. SLABCONFORM TO AGI 306. I - - O v v r f_ I (� g Q Oq I. NEH 4 THK. P. GONG. SLAB w/6"xb -IO/10 W.H.M. UPOW 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / (= p N Ul Z = 2. b MIL POLY VAPOR BARRIER UPON N I O m 0 3 3 w 0 SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO � = 3 3 3. 4" (MIN) GRAVEL BASE • x _ 2"xIO" P.T. -' , -V-v�~ - �/�� v O TEMPERATURES HITHIN 10 F OF CONCRETE. TYPICAL P. GONG. FOOTING $ WALL CONSTRUCTION: 0. D.J. ® I6' O.G. w 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. n p A3 A3 A3 2 GAR GARAGE I I w 10 . (2) 2"xb" P.T. 51LL PLATES w/ COPPER TERMITE SHIELD REMOVE A5 REQ'D. - 4 SILL SEAL I ( D ( 2"x „ HD u _' 56q S.F. D O Z • ANCHOR BOLTS AS PER PACE 0-003 6. THE USE OF HEAT BLANKETS OR ELECTRIC, BLANKETS ARE (3 2"xl0" P.T. FLUSH BM. G W 12x22 Agq2-50 W FLAN6BE FLUSH _ - _ - _ - - _ OJ 0 - z - - 3 LL W CXTENR PAST GOB. TO BM. BENEATH WALL ABCOVE �? D H 12x30 Agq2-50 W FLANGE UPSET BM. (FLUSH w/ TOP OF F.J) Z Z • P. GONG. FOUND. WALL AS PER DETAIL UPON PERMITTED WHEN NECESSARY. SUPPORT POST ABOVE • P. GONG. FOOTING AS PER DETAIL - - ALIGN TO PROVIDE BEARIN6 SUPPORT TO HALL 4 INDICATED POST ABOVE rn • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR 7. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33° F OR HIGHER - D PLOP. 2) I"xe>" B/W ( ( I z _ • B.D. FOOTING 3'-0" BELCH GRADE: MIN. AND SHALL BE WITHIN 100 F OF CONCRETE TEMPERATURE. I 5A B3 II-'I/8" TJI :250 I w O v • 1/2" EXPANSION JOINT® PERIMETER OF SLAB (WHEN 2 F.J. ® 16" CO.C. TAIR II--1/5" TJI 560 I V) 8. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD HEATHER POURING. 0. I."15'x11.8?5 6.P. 2.0E LVL DIN65 I w - APPLICABLE) FLUSH BM. ® STAIRS w/ F.J. 0 12" O.G. O f- Q • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / fA E - J U � F- IG - 51MPSON ITS I.81/11.88 HANC�.R m I w to STOOPS (WHEN APPLICABLE) q. NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE p^ I ® SUPPORTING FLUSH BM - Lu I 1= PERMITTED TO Be ADDED TO CONCRETE MIXTURE A5 PER AGI 506 • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET �j cV FOR HEIGHT OF HALL 4 5LA5 (WHEEN APPLICABLE) (ASTM G4g4/C494M, TYPES G AND E). I O .� LIVING RZOOM A3 - ( - - I x 10. CONSULT ARCHITECT HHEN STEEL EMBEDDMENT CRO55 SECTIONAL v N*m 215 S.f.F. 2 N AREAS EXCEED ONE SQUARE INCH. p �Ul V FOYER I a NEW 24"xl2" DEEP P. GONG. CONTINUOUS FOOTINGS AS PE1;R f- ®-ID ~ 0 1 N II DETAIL 5/A-401 AT GARAGE AND DETAIL 6/A-401 AT 10- J = x a4 5F B211. ONCE CONCRETE I5 PLACED. CONCRETE SHALL NOT BE EXPOSED ?Z u_ dJ x Q \ BASEMENT. z pR® p - cv x rz O CV TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS I I(V O 6 x ® 1 iv p I r I I6 0 REACHED A COMPRESSIVE STRENGTH OF 800 PSI. x H 0. " -�_ NEW I8„xl2 DEEP P. GONG. CONTINUOUS FOOTING AS PER cV _ `� I cv 12 DETAIL I-I/A-402 4 I5/A-402. N Nz p A' _ �(3) 2"AO" HDR_ m I PROJECT: DRILL 4 EPDXY PIN (4" EMBEDMENT) FT6. 4 FOUND. WALL 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 306. I ;Q 1 x INTO ADJOINING FT6. 4 FOUND. HALL OF BASEMENT. z " 11-'1/5" TJI :250 2 II-'1/5" TJI 560 I 1 ENLARGED CONTINUOUS FOOTING F.J.® Ib" CO.G. ✓ 0. 2 F.J. 012" O.G. 8D 3 13 I. ENLARGE CONTINUOUS FOOTING TO 36" WIDE x 16" 3.5"x11.25" LEVEL I HOLM. LEE DEEP, CENTERED DIRECTLY BENEATH BEARING POINT I _ _ PSL DROPPED BM 53 (2) 2"x8" HDR (2) 2"x8" HDR B3 D B3 (3) 2"x8" HDR (3) 2"x8" HDR RESIDENCE OF POST 4 EXTENDING PERPENDICULARLY FOR 15" ON! - - - - - - BOTH SIDES IN DIRECTION OF CONTINUOUS FOOTING (36" TOTAL LENGTH). 2. ENLARGED PORTIONS SHALL BE POURED 5A 5A u MONOLITHICALLY w/SURROUNDING CONT. FTC. 4 HALL.. IL 3. TOP OF FOOTINGS SHALL BE FLU:iH 10. I tu o. I = 1200 BEEBE DR 4. INCREASE HORIZONTAL REINFORCEMENT AT ENLARGED ] IL tV "O lL j N FOOTING TO INCLUDE: o o "� 0 a I a mm~ o a o o CUTCHOGUE NY 11935 • (5) #5 REBAR ORIENTED IN DIRECTION OF CONT. - - - - - - - - - - - u - 3 N -_ V� Qj z -_ vdJ - � _ IL f FTC;THIS AMOUNTS TO AN ADDITIONAL (2) #5 `fl r� `fl f� J 0. OQ? = �� 0� > �� r� REBAR FROM THOSE ALREADY PRESENT IN 24"xl2" I ®N N N ~ � ®U z - m N -► "� �-E I ua ® " ® "I w I DRAWING TITLE: DEEP CONT. FT6, IU J p I dJ- - O � N u_ � N u_ ��oC � m �I z- • (5) #5 REBAR ORIENTED PERP. TO CONT. FT6. 0 ti ®" X?Q Q 0 u__ ® ? �►L ? J1u O 6. PROVIDE (2) #6 VERTICAL REBAR: WITHIN P. GONG. o z _o z a z = _ -- a o z o z a PROPOSED STRUCTURAL PLAN FOUND HALL ABOVE CENTER OF ENLARGED FT6. U� 0, 'i. SEE ALSO DETAIL g/A-401. 0 ► 0 v ^ - -�. 0 STEPPED FOOTING I dJ U14 dJ N4 I r (5) 1.'T5"A4" G.P. 2.OE LVL FLUSH BM. UPSET INTO HALL ABOVE I 0 NQ � Nd 14 24"xl2" DEEP P. GONG. CONTINUOUS FT6. TO STEP AS I X 3* r 3= =-1Q w/ SIMPSON H&U5 5.50/12 HANGERS ® FLUSH BEAMS I x r 3z tr 3= X NEEDED TO ALIGN WITH BASEMENT FT6. AS PER =x N_ DETAIL 5/A-401. V.I.F. FT6. DEPTHS, r; y r, r, TYPICAL CLOSED FOUNDATION I l c^r I m N I5 ® PORCHES / PATIOS: 5B m I 5B 5B �-�-� 15B PAGE: 1. SEE NOTED DETAILS 2. ALL HORZ. SURFACES SHALL BE PITCHED ® 1:48 AWAY' (2) I.'f5"xl4" O.P. 2.OE LVL FLUSH I BM. UPSET INTO WALL ABOVE FROM BUILDIN0l. G I - - - . - . -.. - - - - - - - _ (2) L15"x11.875" G.P_2.OE LVL FLUSH BM. _ ®� 3. FOR SLABS AE3UTTINC FRAMING, INSTALL COPPER L - J L - J L - J L - J ■ FLASHING FROM 12 ABOVE AND P.DJACENT TO SLAB, BED ALL FLASHING IN ASPHALTIC MASTIC 4. PORCH /PATIO HALLS OF SEPARATE POURS SHALL BF' DOWELED w/#5 08" O.G. VERTICAL TO EA. OTHER 4 Tf0 MAIN FOUND. FROFOSE17) FIRST FLOOR 57RU07URAL PLAN DATE: 02/21/25 16 OF 19 5. PROVIDE 4" SHELF FOR SLAB BEARING ® DWELLING. TYPICAL LEDGER BOARD 0 EXT. DECK: Ib I. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS SCALE: I/4" I'-O"= 2. SECURED w/(2) 5/5" 0 x 5" LONG H.D. GAL. LAG BOLT..-' 6 16" O.G. 3. INSTALL H.D. 6ALV. JOIST HAN&ER5 BY 'SIMPSON' (OR EQUAL) �rGQ R 4. PROVIDE FLASHING TUCKED UNDERNEATH SIDIN6BENT OVER TOP 4 i��• �' 5. SEE DETAIL EDOE OF LEDGER'. BD. �.oCO .�'�{ 4,?, l�o" Y! 4 4t, v { 17 BEAM POCKET (TYP.) ¢• TOP OF FOUND. HALL MAY BE STEPPED DOWN AS 18 REQ.'D TO ACCOMMODATE GARAGE DOOR CLOSURE '{~ (VERIFY DIM. IN FIELD) 100 03740b yC) OF SOIL BEARING CAPACITY NOTE: STRUCTURAL DESIGN OF FOOTINGS AI35UMES A SOIL e BEARING CAPACITY OF 1.0 TON/S.F. i SENERAL. 5"*r� 50L i� Y EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT i; WOOD FRAME (L.6. STL. d / WHEN APPL I GABLE) Q EXISTING TO REMAIN uuj ` NEW WOOD FRAME (L.G. NEW FOUNDATION WALL LLI 5TL. WHEN APPLICABLE) J ('r) 4-1 NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL Q N WOOD FRAME (L.6. 5TL. POST FOR 4" WALLS Ln WHEN APPLICABLE) (MIN. (2) 2"x&" STRUCTURAL O � P05T FOR 6" WALLS), U.O.N. NEW 2-HR FIRE RATED � }- WOOD FRAME (L.6. 5TL. d C Z O WHEN APPLICABLE) .cu Y c : N POST b COLUMN DE516NATION5: POSTS b COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED O O STRUCTURAL PLAN NOTES Jr_ (V te AS FOLLOWS. NOTE THAT THESE DE516NATION5 DO NOT IMPLY a-' LO O SIN OLE SPAN STRUCTURAL MEMBER: SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE, AS SPECIFIED c 0 cz 1 STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS BY OTHER CONSTRUCTION DOCUMENT NOTES a€ STANDARD N ACRO55 MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY FRAMING REQUIREMENTS. Q � O ABOVE INDICATED POSTS. OSTACKED P057/00LUMN: q2 (2) 2"x4" POST g2 (2) 2"xb" 1-05T LOCATE INDICATED P05T/COLUMN BENEATH P05T/COLUMN ON FLOOR ABOVE. OROOF ANGLE BRACKET (TYP.): q3 (3) 2"x4" POST S3 (3) 2"xb" P05T S ANGLE BRACKET w/MIN. LOAD CAPACITY OF 1,500 LBS; ATTACH TO MIN. (2) 2"x6" POST (UNLESS LARGER MEMBER A4 (4) 2"x4" P05T B4 (4) 2"xb" P05T REOV PER MANU. SPEC.'S) OSTAIR PLATFORM FRAMING A5 (5) 2"x4" POST 85 (5) 2"xb" POST • 4"x4" P.T. POSTS ALIGNED w/HALF-HALL TO SUPPORT (2) 2"x8" P.T. DROPPED BEAM. • (2) 2"x8" DROPPED BEAM BOLTED TO PERMACAST 3-1/2" O.D. 5GH 40 5-1/2" O.D. SGH 40 COLUMN w/(4) �" H.D.G. THRU BOLTS;BEAM TO _ f 1 5TL. COL. (A57M non STL. COL (A5TM n , CANTILEVER EQUALLY 12" ON BOTH SIDES OF COLUMN "-L"_I A123) BY 51M5 u AI23) BY SIMS �/ • DBL. D.J. ® STAIR 5T'RINSER CONNECTIONS STEEL (OR EO) STEEL (OR EO) 1 , STRUCTURAL PERMAGAST COLUMN (8,000 LBS): r 5P STRUCTURAL 50UARE PERMAGAST COLUMN w/ MIN. 5,000 LBS LOAD BEARING CAPACITY. BEAM PLACEMENT SHALL ENSURE CONCENTRIC LOADING OF POURED CONCRETE AND STEEL REINFORCEMENT NOTES: COLUMN, AS PER MANUFACTURER SPECIFICATIONS. STRUCTURAL PERMAGAST COLUMN (14,000 LBS): 1. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT U 9B FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND STRUCTURAL SQUARE PERMAGAST COLUMN w/MIN.14,000 LBS LOAD BEARING CAPACITY. BEAM DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTIN65. PLACEMENT SHALL ENSURE CONCENTRIC LOADING OF 2. IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION R PPE P.T. COLUMN, AS PER MANUFACTURER SPECIFICATIONS. SHALL BE DE-WATERED. THE POUR SITE SHALL REMAIN DRY FOR DROPPED BM. Q •���//�� PERMAGAST COLUMN FOOTING (CONT. T6.) ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER n, PERMAGAST COLUMN UPON EXTENDED FOUND. WALL d FTC. ENCOUNTERED. i � 6"xb" P.T. POSTS PROVIDE ADDITIONAL (2) #5 VERT REBAR IN GONG. FOUND. 3. POURED CONCRETE SHALL BE KEPT M015T FOR A MIN. OF 14 DAYS. I- SUPPORTING STAIR WALL BENEATH COL. 4 INGREASE HORIZONTAL REBAR IN I � PLATFORM Q GONG. FT6. BY AN ADDITIONAL (1) #5 REBAR. SEE ALSO DETAIL II/A-42. 4. ALL FOUNDATION WORK SHALL BE 4,000 P51 POURED CONCRETE AT Q_ 28 DAYS AND SHALL CONFORM TO THE CURRENT AGI 515 CODE. WOOD DECK PERMAGAST COLUMN FOOTING (PAL) FT6. "R2 S.F. bB PERMAGAST COLUMN UPON 12"4) P. GONG. 50NOTUBE 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED ����. I �( UPON 24"x24"x12" DEEP P. GONG. FOOTINS AS PER CARBON STEEL A5TMA615 GRADE 60. WWM FOR SLABS DO NOT DETAIL 12/A-42. NEED TO BE EPDXY COATED. - - - - - - - - - - - - - - - - - - - -- 2) 2'x8 - - - . - . - - _ (2) 2"x8" HDR (2) 2"x8" HDR Q PERMAGAST COLUMN FOOTING (PAL) FT6. 6. U.O.N.,REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS (2) 2"x8" HDR b 6G PERMAGAST COLUMN UPON IS 0 P. GONG. 5ONOTUBE SHALL BE 5TA66ER:ED. ( (5) 2 xIO FLUSH BM. HDR UPON 36"x36"xl8" DEEP P. GONG. FOOTItI6 AS PER - - o O 1 DETAIL 13/A-402. 1. PROVIDE MECHANICAL DEVICES TO HOLD STEEL 4 HARDWARE IN PLACE AT TIME OF POURING d MAINTAIN REQUIRED CLEARANCES qg B2 (3) 2"xl0" HDR ~ _ o BATHROOM 3 PAD FOOTINS COVERAGES, AND PLUMBNESS. ® -I 146 S.F. BEDROOM I • 1A 24"x24"x12" DEEP P. GONG. PAD FOOTING �� . 245 S.F. Qul AS PER DETAIL I/A-41. 8. CEMENT SHALL CONFORM TO ASTM G-53 FOR STANDARD WEIGHT F- CONCRETE. U F- FAD FOOTING I KITCHEN '�'Q d)In m 1B 36"x36"xI5" DEEP P. GONG. PAD FOOTING V 1 V I"14 S.F. � �� � AS PER DETAIL 2/A-401. 01a GONGETE - GOLD WEATHER POURING 4 CONCRETE MIXTURE > 0 O N** ® z!L Y Q; U 0.� U wZ ® HOLDOWN (IST TO 2ND FLOOR): I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF - �� Q U JJ O frt _ O O p HOLDOWN 'A' AS PER PACE C-003 CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE ?z® 1 Q DINING .D ? Z® `fl O p 0 LL O W HAS BEEN SUSTAINED FORA 24 HOUR PERIOD OR MORE. Q ?4ROOM x ® Q _ - - - - - - - ® ® ® 0 It D HOLDOWN (FOUNDATION TO IST FLOOR) 2. SPECIFICITY OF CONCRETE DE516N MIX SHALL BE BY OTHERS O N I 168 S.F. 0 N p F) HOLDOWN 'D' AS PER PAGE 0-005 x�z 1^ x�z ;t1 Q w W 5. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL cV 3 n (V 3 `�� I m Z CONFORM TO AGI 506. NEW REINFORCED P. GONG. SLAB O I. NEW 4" THK. P. GONG. SLAB W 6"x6"-•Io/IO W.W.M. UPON cV I Z b G = 2. MIL POLY VAPOR BARRIER UPON 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN ROUND / SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO m 3. 4' (MIN.) GRAVEL BASE TEMPERATURES WITHIN 10° F OF CONCRETE. I 2 2 2 Y w 0 TYPICAL P. GONG. FOOTING 4 WALL. CONSTRUCTION: 5, IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. A3 A3 A3 w to . (2) 2"xb" P.T. SILL PLATES W COPPER:TERMITE SHIELD REMOVE AS REOV. $ SILL SEAL fY Z (3) 2"xl0)" FLUE, 2) 1.15"x9.5" G.P. 2.OE LVL FLUSH BM. O - • ' 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE A3 82 A5 BM. SP�ANNIN6 i i - - - - -� ANCHOR BOLTS AS PER PAGE G-00. U. w • P. GONG. FOUND. WALL AS PER DETAI:_ UPON PERMITTED WHEN NECESSARY. PPOST--" ���� - z w A3 C] • P. GONG. FOOTING AS PER DETAIL - - - -' A3 A3 IU Z • ASPHALTIC, MASTIC DAMP PROOFING TO EXTERIOR '1. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 53" F OR HIGHER (3) 2 xl0 FLUSH BM. IL z z N Q • B.O. FOOTING 5'-0" BELOW 6R:ADE MIN. AND SHALL BE WITHIN Io" F OF CONCRETE TEMPERATURE. 2"xl0" R.R. ® u * / w o v • 1/2" EXPANSION JOINT® PERIMETER OF SLAB (WHEN - - - - - - - - - - - ® 12" O.G. I O o(,j ` N APPLICABLE) 8. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURIN6. - a � 1� I N; • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / HANSERS a FLUSH BM. I I t-4/5IMP50N 1­1)529� U 9 va~j STOOPS (WHEN APPLICABLE) . NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE ( x m=� • MA50N TO ACCOUNT FOR FINISH STONE ON THIN SET PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 506 d)I FOR HEIGHT OF WALL b SLAB (WHEN APPLICABLE) (ASTM G4c14/04a4M, TYPES G AND E). LIMNS ROOM N 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT GROSS SECTIONAL 206 S.F. BEDROOM 2 U) AREAS EXCEED ONE SQUARE INCH. 2 2 185 S.F. a II DETAIL 5/A-01 AT GARAGE AND DETAIL 6 A 405 AT PER OBELOW ]:D PEN TOw O II. ONCE CONCRETE IS PLACED. CONCRETE SHALL NOT BE EXPOSED A2 � A2 BASEMENT. TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS N REACHED A COMPRESSIVE STRENGTH OF SOo P51. O NEW I LL 8 x12 DEEP P. GONG. CONTINUOUS FOOTING AS PER I ® BATHROOM 4 O12 DETAIL 11/A-402 $ IS/A-402. DRILL 4 EPDXY PIN (4" EMBEDMENT) FTC, d FOUND. WALL 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 306. I I 1$ GJ 63 S.F. • PROJECT: INTO ADJOINING FT6. 4 FOUND. WALL OF BASEMENT. _ 0 dJ '`+ L 1�EEL6LE�T O 1�FL1N6E;PRbV1�E� '�-f 3 13 ENLAR ARGECONTINUOUS N IN O OU5 FOOT NS TO 36" WIDE x 18" I I I cV RU BOLTS ON EACH SIDE OF THE W 2 xl0 R.R. N L E E O I. ENL GO I� Q FLANGE TO CONNECT TO BEAM. C ®I 121,IIO.C. N DEEP, CENTERED DIRECTLY BENEATH BEARING POINT I _ - - - - - - , - - - - - - - RESIDENCE OF POST b EXTENDING PERPENDICULARLY FOR IS" ON I 2 xl0' R.R. ® 12 O.C. (2) 2 x8_ HDR BOTH SIDES IN DIRECTION OF CONTINUOUS FOOTING L I w/SIMPSON LW528 z W 1Ox33 W 2-50 W FLANGE FLUSH BM. ATRIUM WALL ABOVE -- • HANSERS ® UP5ET BM. W (36 TOTAL LENGTH). � R.R. 2. ENLARGED PORTIONS SHALL BE POURED u W 1Ox33 A,1 2-50 DEN ® IS" O.G. MONOLITHICALLY w/SURROUNDING CONT. FT6. 4 WALL. D 5. TOP OF FOOTINGS SHALL BE FLUSH 0 sl?S.F. WELD BM. 'O 200 BEEBE DR 4. INGREASE HORIZONTAL REINFORCEMENT AT ENLARGED a �j HDR. FOOTING TO INCLUDE: I Q G - • (5) #5 REBAR ORIENTED IN DIRECTION OF COW. Q BEDROOM 3 CUTCHOGUE, NY 11935 FTC-;THI5 AMOUNTS TO AN ADDITIONAL (2) #5 x - 165 - REBAR FROM THOSE ALREADY PRESENT IN 24N12" m ® ( ry Q DEEP CONT. FT6. xI • (5) #5 REBAR ORIENTED PERP. To CONT. FT6. DRAWING TITLE: 6. PROVIDE (2) #6 VERTICAL REBAR W'THIN P. GONG. FOUND WALL ABOVE CENTER OF ENLARGED FT6. IQ I G _ _(3) 2"x_8" HDR _ _ 1 PROPOSED STRUCTURAL PLAN 1. SEE ALSO DETAIL 9/A-40I. - I 1 x 0 STEPPED FOOTING 14 24NI2" DEEP P. GONG. CONTINUOUS FT6. TO STEP AS 2"xl0" R.R. 1 NEEDED To ALI6N WITH BASEMENT FT6. AS PER 012" O.G. 2"xl0" R.R. ^I DETAIL 5/A-40I. W.F. FT6. DEPTHS.Y.I TYPICAL CLOSED FOUNDATION I5 ® PORCHES / PATIOS: 1. SEE NOTED DETAILS ���_ (2) 2"x8" }HDR (2) 2"x8" HDR 2. ALL HORZ. SURFACES SHALL BE PITCHED ® 1t46 AWAY - FROM BUILDING 3. FOR SLABS ABUTTING FRAMING, INSTALL COPPER S-103m01 FLA5HIN5 FROM 12 ABOVE AND ADJACENT TO SLAB, BED ALL FLASHING IN ASPHALTIC MASTIC 4. PORCH /PATIO WALLS OF SEPARATE POURS SHALL BE DOWELED w/#5 ® 8" O.G. VERTICAL 7'0 EA. OTHER a TO MAIN FOUND. PROPOSED SECOND FLOOR 57RUG7URAL PLAN DATE: 02/21/2511 17 OF 19 5. PROVIDE 4" SHELF FOR SLAB BEARINS ® DWELLING. TYPICAL LEDGER BOARD ® EXT. DECK: Ib 1. (1) 2N P.T. BD. TO MATCH DEPTH OF JOISTS SCALE: I/4" I -O"= 2. SECURED w/(2) 515" 0 x 5" LONG H.D. GAL. LAS BOLTS ® 16" O.G. 3. INSTALL H.D. 6ALV. JOIST HANGERS BY 'SIMPSON' (OR EQUAL) 4. PROVIDE FLASHINS TUCKED UNDERNEATH SIDING b BENT R TOP 5. SEE DETAIL 4/A�42. OF LEDGER BIB. �•.� �` L)+;. 11 BEAM POCKET (TYP.) TOP OF FOUND. WALL MAY BE STEPPED DOWN AS IS REQ.'D TO ACCOMMODATE SAR:A&E DOOR CLOSURE (VERIFY DIM. IN FIELD) 405 F NE� SOIL BEARING CAPACITY NOTE: I ® 1 STRUCTURAL ME516N OF FOOTINGS ASSUMES A SOIL j BEARING CAPACITY OF 1.0 TOWS.F. i (5ENERAL 5YM550L <E`r : EXISTING TO BE DEMOLI5HED NEW PARTIAL HEIGHT CL - WOOD FRAME (L.G. STL. WHEN APPLICABLE) EXISTING TO REMAIN (A w - NEW FOUNDATION WALL �----•I �NEW WOOD FRAME (L.6. -----i STL. WHEN APPLICABLE) J (y) NEW I-HR FIRE RATED MIN. (2) 2"x4" 5TRUCTURAL Q WOOD FRAME (L.6. 5TL. ® P05T FOR 4 WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL � o POST FOR 6" WALLS), U.O.N. O NEW 2-HR FIRE RATED L �- WOOD FRAME (L.G. 5TL. WHEN APPL I GABLE) 0- Z O c :3 N STRUCTURAL PLAN NOTES. POST d COLUMN DESIGNATIONS: P05T5 b COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED a-j AS FOLLOWS. NOTE THAT THESE DE516NATION5 DO NOT IMPLY - - - - - - - - - - - - - - - - '� 0 ,� � O 51NGLE SPAN 5TRUGTURAL MEMBER: SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE, AS SPECIFIED co r-�-s � _ _ _ - - - - - - - - �_�- o 1 STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS BY OTHER CONSTRUCTION DOCUMENT NOTES b STANDARD < N ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY FRAMING REQUIREMENTS. Q .-- ABOVE INDICATED POSTS. j O WOOD PECK STACKED POST/COLUMN: �� (2) 2"x4" P05T g2 (2) 2"x6" POST BELOW 4 2 LOCATE INDICATED POST/COLUMN BENEATH P05T/COLUMN ON FLOOR ABOVE. OROOF ANGLE BRACKET (TYP.): A3 (5) 2"x4" P05T B3 (5) 2"xb" P05T 5 ANGLE BRACKET w/ MIN. LOAD CAPACITY OF 1,500 LBS; - - - - - - - - - - - - - - - ATTACH TO MIN. (2) 2 xb P05T(UNLESS LAF.6ER MEMBER A4 (4) 2"x4" POST 54 (4) 2"xb" POST REQ'D PER MANU. SPEC.'S) - - - - - - - - - - - - - - - - 8 STAIR PLATFORM FRAMING „ - O • 4"x4" P.T. POSTS ALIGNED w/HALF-WALL TO SUPPORT A5 (5) 2 x4 POST B5 (5) 2"xb" POST I ___________ - __ _ _ _ - - - - - - - - - - - - - (2) 2"x8" P.T. DROPPED BEAM. I • (2) 2"x8" DROPPED BEAM BOLTED To PERMAGAST 3-I/2" O.D. 5GH 40 5-I/2" O.D. SGH 40 _I I I U _ COLUMN w/(4) " H.D.G. THRU BOLTS;BEAM TO 5TL. " O. ASTM - I • 5TL. COL. A5TM ( • DBL. D.J.CANTILEVER STAIR STRINGER CONNECTIONS TH SIDES F COLUMN I-I AI25) BY 51MS A125) BY SIMS STEEL (OR EO) STEEL (OR EO) 4_j STRUCTURAL PERMAGAST COLUMN (5,000 LBS): - - I „ 5A bp00 LBS LOAD BEARISTRUCTURAL SOUARE INN6 CAPACITY,SEAM MIN. I- 2"xb R.R. ® 16' O.G. PLACEMENT SHALL ENSURE CONCENTRIC LOADING OF POURED CONCRETE AND STEEL REINFORCEMENT NOTES: _ �{ Qi a a (GARAGE ROOF) COLUMN, AS PER MANUFACTURER SPECIFICATIONS. Q �j I V p U V Q O Q IX O di I r l I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT =_ V STRUCTURAL PERMAC65T COLUMN (14,000 LBS): FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND I ( n a `fl 1/8 :1-O PITCH SB STRUCTURAL SQUARE PERMAGAST COLUMN w/MIN. DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINGS. - _x ® N ® x x 14,000 LBS LOAD BEARING CAPACITY. BEAM 0) PLACEMENT SHALL ENSURE CONCENTRIC, LOADING OF 2. IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION ® I I Q ® 4 ® TO GUTTER ry COLUMN, A5 PER MANUFACTURER SPECIFICATIONS. SHALL BE DE-WATERED. THE POUR SITE SHALL REMAIN DRY FOR • PERMAGAST COLUMN FOOTING (CONT. 1FT6.) ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER PERMAGAST COLUMN UPON EXTENDED FOUND. WALL 4 FT6. ENCOUNTERED. om (D �{ PROVIDE ADDITIONAL (2) #5 VERT REBAR IN GONG. FOUND. 5. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS. WALL BENEATH COL. 6 INCREASE HORIZONTAL REBAR IN 7 I I I I Q GONG. FT6. BY AN ADDITIONAL (U #5 REBAR' 4. ALL FOUNDATION WORK SHALL BE 4,000 PSI POURED CONCRETE AT SEE AL50 DETAIL II/A-42. 25 DAYS AND SHALL CONFORM TO THE CURRENT AGI 515 CODE. � I B4 B4 54 PERMAGAST COLUMN FOOTING (PAD F'7 - bB PERMAGAST COLUMN UPON 12"0 P. GONG. 50NOTUBE 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED I � �� �/V'�✓ UPON 24 x24"x12" DEEP P. GONG. FOOTING AS PER CARBON STEEL ASTMA615 GRADE 60. MM FOR SLABS DO NOT _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ NEED TO BE EPDXY COATED. L- I ^- - DETAILI2/A-402. -� I - - - -C = = - I "x8" HDRS ANINC� GONTINUOUSL OVER PO TS I - - - - - - - - - - - - - - - � 6G PERMAGAST COLUMN FOOTING (PAD FTC.) 6. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS - O PERMAGAST COLUMN UPON IS (P P. GONG. SONOTUBE SHALL BE 5TAG6ERED. - I 2"xl0" R.R. ( I I I I 2"xl0" R.R. UPON 56 x56 xI6 DEEP P. GONG. FOOTING A5 PER DETAIL IS/A-402. "I. PROVIDE MECHANICAL DEVICES TO HOLD STEEL d HARDWARE IN I ® 12" O.G. PLACE AT TIME OF POURING d MAINTAIN REQUIRED CLEARANCES, - B I I I I PAD FOOTING COVERAGES, AND PLUMBNE55. _ _ _ _� - - -I -L -J- TA 24"x24"x12" DEEP P. GONG. PAD FOOTING I � F 0 AS PER DETAIL I/A-41. 8. CEMENT SHALL CONFORM TO A57M 0-55 FOR STANDARD WEIGHT I O W CONCRETE. I I I I -I- - - - I I Z a I U PAD FOOTING h I u0`_1j O v TB AS PER DETAILE2/A-401xG. PAD FOOTING I I I I I p 0 I I 0 2"x6" R.R. I it N GONGETE - GOLD WEATHER POURING d CONCRETE MIXTURE N I I I I I I Q N (GARAGE RO F) V Q HOEDOWN (IST TO 2ND FLOOR): I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF III I q cl W ® HOLDOWN 'A' AS PER PAGE 6-005 CONCRETE IN TEMPERATURES UNDER 45 F IF THAT TEMPERATURE I I _• I x I �ii HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. `WOOD DECK I ��F ! I nLu BELow I ��ol L - - - - - - - - - - - - J I�z I c HHOLDOLDOO NND AS PER IIO NTo IST FLOORL 2. SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS I I I I I S 5. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL I I I W w NEW REINFORCED P. GONG. SLAB CONFORM To AGI 306. I 2" 12" R.R. J Z 2"xl0" R.R. - - - "XIO O.G. I z Oq I. NEW 4" THK. P. GONG. SLAB w/6"xb"-10/10 W.W.M. UPON E PLACED ON FROZEN GROUND / I I ® 12" O.G. I (2) 2_'x8" HDR SPANNING CONTINUOUSLY OVER POSTS _ I Z = 2. 6 MIL POLY VAPOR BARRIER UPON 4. IN NO CASE SHALL CONCRETE B _ 3. 4" (MIN) GRAVEL BASE SURFACES. FROZEN &ROUND MAY BE REMOVED OR HEATED TO I 2 xl0' R.R. w TEMPERATURES WITHIN 10° F OF CONCRETE. I APPROX. b" FOF U)P5ET BM. (RAISED - - - - - - - - - - - - - J I w0 Fx TYPICAL P. GONG. FOOTING B WALL CONSTRUCTION: OUTLINE OF U 1 ADJOINING ROOF B4 B4 B4 ® I6 D.G. I cr � 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. I SURFACES). CONFER$M. WITH ROOF 10 4 SILL SEAL SILL PLATES w/COPPER TERMITE SHIELD REMOVE AS REQ'D. I MEMBRANE b VAPOR BARRIER. n I I p Q • ANCHOR BOLTS AS PER PAGE 6-005 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE L - I a V U LL w • P. GONG. FOUND. WALL A5 PER DETAIL UPON PERMITTED WHEN NECESSARY. _ _ _ - - - - - -L = IY R Z Z • P. GONG. FOOTING AS PER DETAIL J - -�- - I/8 :1-O PITCH " O = 0 = 0 I/8":I'-O" PITCH • ASPHALTIC MA5TIG DAMP PROOFING TO EXTERIOR -I. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 55° F OR HIGHER I O �p 0 0 ;p I F- N Q • S.O. FOOTING V-O" BELOW GRADE MIN. AND SHALL BE WITHIN 10° F OF CONCRETE TEMPERATURE. I TO GUTTERx x TO GUTTER I w V • 1/2" EXPANSION JOINT® PERIMETER OF SLAB (WHEN 8. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. N ® ry ® ry ® I I 0 cr w APPLICABLE) Q • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS/ STOOPS (WHEN APPLICABLE) 9. NON-CHLORIDE,NON-CORROSIVE ACCELERANT ADMIXTURES ARE I V � W � • MASON TO ACCOUNTFOR FINISH STONE ON THIN SET PERMITTED TO BE ADDED TO CONCRETE MIXTURE A5 PER AGI 506 I I - - - - - - - - - - - - - - - - - - - - - FOR HEIGHT OF WALL 4 SLAB (WHEN APPLICABLE) (ASTM G4g4/G4g4M, TYPES G AND E). - - - - - - - - - - - - - - - - - - 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT GROSS SECTIONAL I W� 2"xl0" R.R. _ I 2"xi0" R.R. I ul NEW 24"AV' DEEP P. GONG. CONTINUOUS FOOTINGS AS PER AREAS EXCEED ONE SQUARE INCH.& I 1 0 12" O.G. I i ® 16" O.G. ~ II DETAIL 5/A-401 AT ARA6E AND DETAIL 6/A-4 N 1 AT II. ONCE CONCRETE IS PLACED. CONCRETE SHALL NOT BE EXPOSED I Q N BASEMENT. REHD A REPEATED FREEZI O AND THANIN& STRENGTH UNTIL 800 PSI. HAS I O I O O NEW IS xI2' DEEP P. GONG. CONTINUOUS FOOTING A5 PER 12 DETAIL IWA-42 8 I5/A-402. 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 506. I- - - - - - - - - - - - - - - J L - - - - - - - - - - - - - - - - PROJECT: DRILL B EPDXY PIN (4" EMBEDMENT) FT6. 8 FOUND. WALL INTO ADJOINING FT6. b FOUND. WALL OF BASEMENT. ENLARGED CONTINUOUS FOOTING 13 LEE I. ENLARGE CONTINUOUS FOOTING TO 56" WIDE x 18" DEEP,CENTERED DIRECTLY BENEATH BEARING POINT OF POST - EXTENDING PERPENDICULARLY FOR IS RESIDENCE " ON BOTH SIDES IN DIRECTION OF CONTINUOUS FOOTING FRO 'OeED ROOF STRUCTURAL. PLAN (56" TOTAL LENGTH). 2. ENLARGED PORTIONS SHALL BE POURED MONOLITHICALLY w/SURROUNDING CONT. FT6. 4 WALL. SCALP: 14 I'-O"= 5. TOP OF FOOTINGS SHALL BE FLUSH 200 BEEBE DR 4. INCREASE HORIZONTAL REINFORCEMENT AT ENLARGED FOOTING TO INCLUDE: • (5) #5 REBAR ORIENTED IN DIRECTION OF CONT. CHOGUE, NY 11935 FT6;THIS AMOUNTS TO AN ADDITIONAL (2) #5 REEAR FROM DEEP CON FT6.THOSE ALREADY PRESENT IN 24"xl2" DRAWING TITLE: • (5) #5 REBAR ORIENTED PERP. TO CONT. FT6. 6. PROVIDE (2) #6 VERTICAL REBAR WITHIN P. GONG. �� _ - - _ - - - - _ - - - - - - - - �� PROPOSED STRUCTURAL PLAN FOUND WALL ABOVE CENTER OF ENLARGED FT6. 1. SEE AL50 DETAIL Q/A-401. STEPPED FOOTING 14 24"xl2" DEEP P. GONG. CONTINUOUS FT6. TO STEP A5 NEEDED TO ALION DETAIL e)A-40. V.I.F.IFT6. AS PER F. FT6. DEPTHS. TYPICAL CLOSED FOUNDATION 15 0 PORCHE5 / PATIOS: I 0 0 I PAGE: I. SEE NOTED DETAILS 2. ALL HORZ. SURFACES SHALL BE PITCHED ® 1:48 AWAY I I �, IL 0 0Li FROM BUILDINGS_5. FOR SLA55 ABUTTING FRAMING, INSTALL. COPPER I I O Q v I 0 ■ 0 :1 FLASHING FROM 12" ABOVE AND ADJACENT TO SLAB, ( ; BED ALL FLA5HING IN ASPHALTIC MASTIC I I - 4. PORCH /PATIO WALL5 OF SEPARATE POURS SHALL BE DOWELED W/#5 ® 8 O.G. VERTICAL TO EA. OTHER d TO MAIN FOUND. DATE: 02/21/25 18 OF 19 5. PROVIDE 4" SHELF FOR SLAB BEARING is DWELLING. TYPICAL LEDGER BOARD ® EXT. DECK: I6 I. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS 2. SECURED w/(2) 5/8 (P x 5 LONG H.D. GAL. LAO BOLTS ® 16" O.G. 5. INSTALL H.D. 6ALV. JOIST HANGERS BY '51MP50N' (OR = - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - r EQUAL) ,+•�a'-•$,,,w`�1,�°!mP`=.e-� 4. PROVIDE FLA5HIN6 TUCKED UNDERNEATH SIDING a€ r� ., BENT OVER TOP EDGE OF LEDGER BD. 5. SEE DETAIL 14/A-402. r' I7 BEAM POCKET TYP.) "Y'TOP OF -,r 18 . NALL MAY BE STEPPED DONN AS REO.D TO ACDCOMMODATE GARAGE DOOR GL 5URE 4C (VERIFY DIM. IN FIELD) qJ, ', 741A �q�` FROi=OSEI7 ROOF (ATRIUM) 57RUGTURAL. PLAN I FOF tq 501L BEARING CAPACITY NOTE: STRUCTURAL DESIGN OF FOOTINGS ASSUME5 A SOIL SCALE: I/4" = I'-O" BEARING CAPACITY OF 1.0 TON/S.F. a 4 0 Lu Lu J �c w LL E u') O � -� O/�� (D 0 C Z O CL .0 c :3N o �, -c O -J � O Q O W "-�-J 70 U • - (1) D m c- + U c- L- 0) Q •i7j - (L (1) 0 4" FRESH AIR VENT THROUGH ROOF LLI V � 3"I BATHROOM 4 BATHROOM 2 LAUNDRY BATHROOM 8 2" BATHROOM 3 �iE�l O W BATHROOM 4 BATHROOM 2 LAUNDRY KITCHENr'- "f —� 2 QIc Qe I Q 4co r p� INS WORKALL USHALLG T LOC� LUUMBINeGODE I 2„ 2„I 2,1 I j I 4° 4° q2 1 a•FL I I I 1 I pD¢AIN H/' I I PROVIDE'ABESCO FP200 FR � 2 2, �I Wr , I I I I I I I I EXPANDING FOAM"(OR EaUAE I I I I �I v I I I I LEGEND II I I I 5 I 5 I I 1 1 AT ALL PENETRATIONS IN FIRE I KI �V w.G. I W.G. 1 RATED WALL5 AND I :v = u V; Iv v W.G. I .V I .V I I I I I I I I I. . I I. I I _{: j: n 1 • II I I• I• HOT WATER WXi. W�. I I GONFORMSITOAS PRODUCTI SHOWERI :� mI IC ttE Wq �I Iry I� III mII C I I• I. SHOWER f'----- SUPPLY W N I I 15HOWER I-�" 1- " I 2" I4. I-� 15HOWER - - -I I- _ _ _ !- -1 �` Dw 4° I i- I i- �I' S TUB �I c5 LU I I I I I TUB A5TM E 64,AND UL 1419 =------_-- - --- -- - -------- _ -- _-- `_-- ---_-_-- -_ _ --- -----------� GOLD WATER Z Dw L.._.._.._.._.._._ ._ _..J.._.._.�.._ _._l._.._.._.._.._ . .._.._I.._.._._i._.._..1.._.._.._.._..-..J.._.._r._.._T__.._.I_.._.._.._.._..L.._I. �.._.._..�SUPPLY S 3" 3.� .O. Z G.O. S" WET BAR BATHROOM I I W U NET BAR SAVE NOTE, I j PROVIDE"ABE500 FP200 FR Y m ALL PLUMBING WORK 1 EXPANDING FOAM"(OR EOUAU SHALL CONFORM TO 1 I AT ALL PENETRATIONS IN FIRE W Fc LOCAL PLUMBING CODE I RATED WALLS AND Q UJ UJ FLOORS/GEILIN65. PRODT H UC 94 CONFORMS TO A5TM E 614, 0 Z GLEAN OUT F I 1 I i A5TM E 64,AND UL 14114 12„ A5 REaD I C Q 1 .� OJ 0 I S I I I a I I 41 Qa I I x I I W W PROVIDE F.A.I. I IU =1 IuI I zl !V W.G. j I y Z Z BDRAlN"FLOOR 1 :. - I j, I j. m I I w cj c U ISHOWER I-�° � TRAP �B �ry I CABINET SHOWER ' �� I O wnsl G.O. g --- 1T------ —1�•---------1 '- -- ---------- U . V � FQ- 4" � I � I I N 4"HOUSE_ MAIN DRAIN G.O. TO STREET 1 1 j WATER MAIN `} TO SEPTIC SYSTEM CNI �Z 44 V V F F 0 N O PROJECT: LEE RESIDENCE FLUME3 1 NO R 15FER - 17)RA I N / ,WASTE / VENT FLUME31 NC R 15ER _ 5UFFLY 200 BEEBE DR CUTCHOGUE, NY 11935 SCALE: NT5 SCALE: NT5 DRAWING TITLE: PLUMBING RISER DIAGRAMS PAGE: P-10 lao 1. DATE: 02/21/25 19 OF 19 D AP c� Po E'. (P 374D 4� 9T�QF NES'-t i