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HomeMy WebLinkAbout8011 l�. an 4L totj alvle �f l�Flo. s4 GC�SSt� �f c�9s _i * �C*m S-6c;)'gD—i9q ,fir Irl S�cago--ls F Owner: Thomas Smith File M 8011 Address: 3121 Oaklawn Ave Code: 17PA Agent Info Thomas Smith 3121 Oaklawn Ave Southold, NY 11971 Phone: Fax: Email: 3�O p / s _ � l 1 �. ING Ie �t%� P(�i Q►2=S X0 A-lei p BOARD MEMBERS ��OF SU!/j�� 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: G Nicholas Planamento �p� Town Annex/First Floor ,c� Margaret Steinbugler Oli�'C�U 54375 Main Road(at Youngs Avenue) Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD January 23, 2026 Tel. (631) 765-1809 Thomas and Jennifer Smith 3121 Oaklawn Avenue Southold,NY 11971 Re: De Minimus Request, File#8011 3121 Oaklawn Avenue, Southold SCTM No. 1000-70-6-10 Dear Mr. and Mrs. Smith; We are in receipt of your email correspondence dated January 15, 2026,requesting a de minimus approval related to ZBA Determination#8011, dated JVo1��✓� L�' ;t �1e� 'r, in which variance relief was granted to reconstruct a single family dwelling upon the above referenced premises. In your letter,you explain that the Southold Town Board of Trustees requested that you relocate the existing accessory garage in order to place a proposed Innovative Advanced (I/A) septic system in the front yard. On the submitted plot plan, last revised January 5, 2026, depicting the proposed improvements to your property, the existing accessory garage has been shifted 10 feet west of its current location. The Board has reviewed your request, your revised plot plan prepared by Jeff A. Zahn, Architect, last revised January 5, 2026, along with the Zoning Board of.Appeals records, and have determined that the proposed change is de minimus in nature. Please note all conditions of approval shall remain. Submit two (2) original dated, signed and sealed Site Plans and Architectural Plans depicting the change. Please contact our office if you have any further questions or concerns. X, es Weisman v)�&� Chairperson cc: Building Department Board of Trustees Fuentes, Kim From: Jennifer Smith <jensmith12@hotmail.com> Sent: Thursday,January 15, 2026 3:28 PM To: Westermann, Donna; Sakarellos, Elizabeth; Fuentes, Kim Cc: tomsmith? Subject: ZBA Approval Modification Needed - 3121 Oaklawn Ave Attachments: ZBA Approved Site Plan Nov 2025 - 3121 Oaklawn Ave.pdf, Engineers Plans for Trustee - IA in Backyard - 3121 Oaklawn.pdf, Updated Proposed Site Plan for Trustees Jan 2026 - 3121 Oaklawn Ave.pdf, New Project Description Trustee 2026.docx;Aerial View of Moving Garage and New Driveway Configuration - 3121 Oaklawn.pdf eMAIL4a> 4v z&4 111f lala ZBA Team, Thank you for approving my project on Nov 22"d. I know this has been an extensive approval process for both you and the Board of Trustees. The building department suggested that I reach out to request a "de minimis" change to your initial approval. I met with the Trustees in November to gain their approval on the same exact basis that you approved. They declined to do so.They did not like the location and configuration of the IA system in the front yard. I met with them again in December after altering the front yard IA system layout and they once again declined to accept. To gain Trustee approval(they approved last night),we had to find a way to locate the IA system in the furthest southeast corner of the property—as far from Jockey Creek as possible. To make room in the SE corner of the property we had to shift the garage west by 10 feet and build a new retaining wall for the IA system.The garage is still in the side yard, and it will now meet the side yard setback guidelines. I'm hopeful that you can acknowledge and accept this change. If necessary, I can also attend the next ZBA meeting on the 22"d. I'm also happy to provide any additional information you may need. Attached is the following: -ZBA Approved Site Plan -New Site Plan Approved by Trustees -Revised Engineer IA Plans -Trustee Narrative Outlining the Modest Changes -Aeriel View of New Garage and Driveway Configuration. Thankyou for your continued help and support. i AN oARDOFAPPEA Revised Project Description: 3121 Oakl � veRev is, d a1/4L26 Owner previously submitted a two-phase plan to the ZBA and Board of Trustees. Phase 1 was the demolition and rebuilding of the existing primary 1203 sq foot house. Phase 2 involved adding a second story to the existing garage, a jacuzzi, an outdoor shower and a pergola. The ZBA approved Phase 1 on Nov 21, 2025, but not Phase 2. Owner requested that the Board of Trustees also support Phase 1 at the last public Trustee meeting on December 17, 2025. The Trustees did not accept the subject proposal and instead asked that more consideration be given to the location and configuration of the IA Sanitary System. Owner is submitting new plans for the third time. Project Details Seeking Wetlands Permit to demolish the majority of the existing 1203 square foot dwelling and rebuild. Seventy-five percent of exterior walls and 100% of roof will be demolished. Most interior walls and flooring will also be replaced. Reconstruct most of the house. New exterior walls, siding, doors, windows, roof, and chimney. New kitchen, bathrooms, and utilities. See site plan and page 4 of 9 of architectural plans for demolition details. No change in square footage, footprint, number of stories, number of bedrooms, number of baths, or distance to Jockey Creek. Exterior stoops are being reduced from four to three. The exterior door on the south side of the house and the corresponding stoop will be eliminated. No overhangs of any sort will be added to any of the doors. Total stoop square footage of 56 will be unchanged. Per FEMA guidelines and guidance from the building department, the house will be lifted about 16 inches, so the finished floor elevation is at least 8 feet. The existing stem wall foundation will remain and will be added to. Per FEMA guidance, the house will sit on an elevated slab and the area below the slab will be filled. There will no longer be any crawl space. See plans for details (page 6 of 9 and 8 of 9). Clear River Environmental will remove and replace existing, old concrete block septic system in the front yard with new state of the art I/A OWTS sanitary system designed by Islandwide Engineering. Suffolk County Health Department variance required for IA system due to unique parcel dimensions. The new IA installation will involve net fill of 17.67 cubic yards. See IA sanitary plans for details. Installing stormwater drainage system. Revised IA Sanitary System Proposed IA Sanitary System is being moved from the front yard to the southeast corner of the side-yard — behind the garage. This is the furthest point from Jockey Creek. To create adequate room for the IA system, the garage will be moved about 10 feet toward the driveway entrance. Driveway square footage is largely unchanged but is JAN "2QL6 zoN1K1G3OARD OFA11EALS being reconfigured to make up for lost driveway caused by moving the garage. The new configuration will also make it safe to turn around. Since the garage is being moved we will make sure it now complies with side-yard setback requirement of 10 feet (previously 9.5 feet). Sanitary area will be lifted about 1.4 inches to accommodate the infiltrators. See engineering plans for details. Existing side-yard retaining walls that stand 24'9" long, 27" high and 9 inches wide will be removed. New retaining wall will be closer to the southeast property line. New retaining wall will be 45'5" long. It will vary in height from 66" to 24" based on topography. The wall will be 10 inches wide. The garage will have a new foundation consisting of 8-inch reinforced concrete masonry units 18" above grade and 36" below grade. Replace utility pole on neighbor's property and overhead wires with buried electric. Existing 942 square feet of brick patios and walkways will be removed and replaced with new concrete pavers and permeable stones allowing improved and adequate seepage. Area consumed by stone and pavers will expand by about 120 square feet to cover the expanded infiltration area. The location of all patio and walkways and the area consumed by such patios and walkways will be unchanged, except for the new infiltrator area which will be slightly larger. Total amount of net fill needed for this project is 17.67 cubic yards. No additional fill needed for patio or walk-ways, or the retaining wall that is being moved. The entire property except for a small 380 square foot area in the front yard will be non-turfed. NEW PROJECT PLAN ADDRESSES TRUSTEE CONCERNS Two Board of Trustee concerns previously expressed have been addressed. With the elimination of all Phase 2 enhancements, there is no change to lot coverage. It remains at 21.9%. The other concern was the location and configuration of the IA sanitary system. By placing the IA system in the far southeast corner of the property behind the garage, we are now as far as we can be from Jockey Creek. NEIGHBORS FEEDBACK Please note that any concern expressed by neighbors relative to our project has involved Phase 2 of our project (pergola, hot tub, shower etc.). There has been no concern expressed relative to Phase 1 which is rebuilding the main house and adding an IA sanitary system. ENVIRONMENTAL IMPROVEMENTS: -O N MG 9QAR®OFAPpLS We are doing everything we can to limit the environmental impact of our project. We also want to highlight the significant environmental improvements we are making as part of the project. There is clearly a substantial "net benefit" to the environment and the neighborhood from our project. The environmental improvements include: -Removal of 50+ yr. old concrete block cesspool system located just 20 feet from the creek. -Installation of state-of-the-art I/A OWTS sanitary system. -Installing storm drainage system -Lifting house per FEMA AE6 guidelines -Non-turf on 90+% of property -Moving overhead electrical service from Oaklawn Avenue underground Tom and Jen Smith r \\\\\\\ r/rrr/rrrrr/r/ \\\\\\\\\\\\\ rr/rrrrrrrrrrrrrr \\\\\\\\\\\\\\\\ /r, rr/rrr/rrr✓ \ \\\\\\\\\\\\\\ r/r rrrrrr-rr/ rrr rr/rr/rr/ \\\\\\ \\\\\\\\ \\\\\\ \\\\\\\\ r /rrrr/rrr �r///rrr r r///rrrrr �/r/rrr/ rr /rr/rrrrrrrr rrr rr r/rr/rrrr/// rr/ r/ /rr/rrr/ rr// rr rr rrrrrr// r/// rr r/ r/rrr rr\rr \ \\\\ \\ \\ \\ \ \\\\ \\\\\ \\ r/\ r \ \i\i\i\i \i r r\ r` \• ///r r r`r ///r r/rr r rr rrrr r/rr r rrr rrrrr/rr /r r/ rrr rrrr/r/r r/ rr \\\ \\\\\\ \ \\\ \\\ \\\\\\ \ \\\ r \,N, r/rrr/ r rrr rrr/r rrrr/r / //r \ \ \\\\\ \\ \ \ \\ \\\\ \\\\\ \\ \ \ rrr/r rr/fir r r/r /rrrr //rrr r rrr rrrrr rrr rrrrr - rr/rr rrr /\r\/\r\/ rrrr/ rrr rr/rr rrrrr /rr rrrr/ rr/rr /rr rrrrr/ r/rrr r/r /rrrrr r///r/ rr// /rrrr/ r/rrr/ rrrr /rrrrr rr//rr// rrrr r /rr/ rrr//rrr rrrr r r/rr ////r/r/r rrrr rr rrr/ r/rr//r/r /rrr rr r/rr \\\\\ \\\\ \\\\\ \\ \\\\ \\\\\\\\\\ \\\\\ \\ \\\\ rrrrr rrr rrrr r rr/ rrrrr r/r r/rr r //r \\\ \\\ \\ \\ \\ \\\ \\\ \\ \\ \\ \\\ \ \\\\\ \\ \\\\ \\\ \ \\\\\ \\ \\\ \\\\ \\\\\\\ \ \\\\ \\\\ \\\\\\\ \ \\\\ // \\\ \\\\\\ \\\\\ \\\\\ \\\ \\\\\\ \\\\\ \\\\\ \\\\ \\\\\\\ \\\ \\\\\ \\\\\ \\\\ \\\\\\\ \\\ \\\\\ \\\\\ \\\\ \\\\\\ \\\\\\\\\\ \\ \\ \\\\ \\\\\\ \\\\\\\\\\ \\ \\ \\\\\\ \\\\\\\\\\\\\\\ \\\ \ \\\\\\ \\\\\\\\\\\\\\\ \\\ \ \\\\\\ \\\\\\\\\\\ \\\ \ \\\\\\ \\\\\\\\\\\ \\\ \ \\\\\\\ \\\\\\ \\\ \\ \\\\\\ \\\\\\ \\\ \\ /\r\r\/\r\/\ \�\r\r\�\/ r\/z\ / \\\\\\\ \ \\ \\ \\\\\\\ \ \\ \\ \\\\\\ \\ \\ \\\\\ \\ \\ \\ \\\\\\ \\\ \\ \ \\\\\ \\\ \\ \\ \\ \\\ \\\\ \\\\ \\ \\\ \\\\ \\\\ \\ \\\ \\\\ \\\ \\ \\\ \\\\ \\\ \ \\ \\\\\ \\\\ \ \\\\\\\\\ \\\\ \\\\\\\\\\\\ \\\\\\\\\\\\\ \\\\\\\\\\\\ \\\\\\\\\\\\ EX. c`124 \'\ PROPOSED DRI VEV4AY N 103 SF 102-7 SF ADDITION DRIVENAY I Area Front Side Both Sides Rear r 3 - (square feet) Lot Coverage (feet) (feet) (feet) (feet) 200,000 Ci i = - _�99.999 1 120,000 t0 1991999 80,000 to II 9 24 Fc �l �v awls . M° mm9 �° oho AQo - 9.99� � -.-. 45 75 „ LaMCz1 IMU 1,50,000 to 79,999 20°fn 55 20 45 75 :, p p 40,000 to 59,999 20%, 50 20 40 6o v �,ti © .Y .. , M' ' ' �, G ��'ILG3G[lC /QDD 9 Gvl� 51 g0� t '• 6�i10��'�o0�a e 20,000 to 39 999 20% 40 15 35 50 � f - Leas than 20,000 209 3510 25 35 N W R NOVATION TO TH onconforminc, lots with primary and secondary front yards shall be required to meet the follows "° � *` � �.x a Area ,- (square feet) Primary Front Yard Secondary Front Yard Side Yard SMITH R SID NU �.411120,000 3 S t. � -.� ���� I ° 20,000 to 39,999 AV PIER LINE DRANINC IN = bol 121 OAK AWN STORM DR^I NA E GALG: 1. RUNOFF C.OEFFICIENT51 PAVEMENT = IAO NON-TURF SOUTHO D N Y__ ROOF = [DO LAJ05GAPE== 7 ❑° 4LAWN 2. PROVIDE STORA6E FOR 2' RAINFALL =.Ib7 12-13-23 155UED FOR PERMIT ROOF DRAINAGE GANI C:ULATIONS: "oy Vn 03-24-24 REVISED PER TOWN GOMMENT5 (. ROOF AT HOUSE DRAINAGE AREA(LP), 04-ob-24 REVISED PER TOWN = 247 2. ROOF AT&ARAESE DRAI AREA (LP) �� N 08M2a- N REGONSTRUG; DR Ai 24 REVISED PER BOARD OF � � 300 S.F. ROOF x .161 x I = 50.1 w EXIST STOOP $* TRU5TEE5 GOMMENT5 II� 3. PAVER AREA PAhTIO ANt2_STOOPS (LP), Iq.5 SF Oa-20-24 REVISE - ` i� REGON5TKi1GT D PER DEG 1021 SF PAVINca x .16"1 x I = nI /-EXIST STOOP V I I APPROVAL RECONSTRUCT �,� 68 "' �: Iq.5 SF L.16Z 02-21-25 REVISED PER FIELD 4. LANDSCAPE AREA (LP): EXIST STOOP ems$¢ ° T STONE VENEER •' 4074 5F LAFNDSGAPIN6 x .Ib� x 2 = 135 15.0 5F ° �� -~ -�_ �"`�_,,, CHOSEN BY I ON5 GONDITI �ronL w�'IC"'os Bou"oANr.As "'�----_.. ..-..•---�- 03 03 25 UPDATED LOT GOVERACE i EEINEATED BY EN-CONSULTANTS, TOTAL = 603.1 e - � lo' o, _�. �� ,_ �_ � lo-n-as. \. € � -�� Ob-2Q-25 REVISED PER IA SYSTEM USE !2) 12' DIIA. x 4' DEEP STORM Pool MAINTAIN 6RASS AREA ' '' ° ''` �*,� ~:`�/` �, ;:. WEB DESIGN f ( 07 w/OPEN 6RMTE. 403b x 2 380 SF -25-25 REVISED PER TOWN ' lltlT OF MCOkTUTE WAYS ACTION_ _ to LIQUID APPLIED = 807 2 �` ----- a. WATERPROOFING '[gfF,� COMMENTS o y. <...• .✓ a� ``• �. I Sri \ ' uNe aF coAsrAL BAeNiEx MEMBRANE !�' ..... - - ON ZBA _ 09 03 25 REVISED BASED • /� `, / , ` `• 11 8/1980 - VARIES- n #5@14 AND TRUSTEE FEEDBAGK / , ; ` N`T g, • ` #5014' . v ► I I-22-25 REVISED BASED ON ZBA NON-TURF �_ - - - - WATERSTOP APPROVAL DATED NOVEMBER 21, Cb - AREA d � � T � : � �'. I ��' F XD '��\,�� Ivc�y� ' OF OOF REPLAGE - - � 2025 OI 05 26 REVISED BASED PER \• \• ' _� ' . a O.OBCLEAR i ' �a BOARD OF TRUSTEE'S GOMMENT5 ! � . / �r ale-< i -I 0.32- - 32 I- 1.as- -I 0I-30-26 FINAL PLANS APPROVED GONGRETL / �i ; -' PR `POSED 17 LF LU5 STANDARD 1 BY TRUSTEES ON 1/14/26 AND ZBA fi PAVER ��� ' ''� LOH PROFILE INFI TRACTOR (TYP. 3) TAX ONCE RETAINING WALL ON 1-23-2b. 1",rer / s1 / {3 ti+" _ FRrJAEt tE R�OR N.T.S TA E51DV 3 ktOpU811C Wp ��g �coRo pl#E0.cUMENT,�� o tE a►t` > :�'.- ti 5 9� �o sFP N Rff ATED 35 LF OF o RET ININ6 WALL LOCATED EXIST BELOIAN G jR s� �y , Q-.r7 "�J I..._ X 6n" H X !0" Y`I--) BACK ARRIS LINE FRONT BUZZED 'LL GRADE g N �/ � � �, EXI � gs s. TO DE RELOCATED .III=1 I I=1 I I NEW STORM DRAIIN_ � AND F' '-VATED 18" 1 I I�I=l�1=I' � : � PAVEMEr,T FEB 3' �� /Otis I TAx ROE 9�, I h 6 I�III ` � � � t �g, I % ` TAX ;III- I LI I N 11= / BE CURB _ III=III= W ._ I ` FµAMEROpVFNVE CURB 'III-1 < a. �' • ' 11-1�1-1 THEFRONTARRISLINESHALLBE y0T B ma / ` OAKt P -III l I(=III BUZZED TO REMOVE A MINIMUM z V J TAX CE / / # p _ _ _ pK�51D� 0E CSC -_ -_-III-III- OF{'AND MAXIMUM ED E ALL w FRPN' WN COMPAC��-1 I I=1 I I-I I I- I I� ALONG THE EXPOSSED EDGE. w A \ o z FH f BELGIAN CURB DETAIL A w 0 p / N T.S Z All' I . TAX y0T 9 �+ ,--1 � 1 RES1D / Ago MPG wp�R ............. DE MINIMU APPROVAL o OL Dated 3 aCAD z �- ojeuPi cv pOA KR1E.AS IOE'KNECRE"NUPE� \ 5? �'(,\+V(� , v LU P4OWO A0 x o ADA OT Gg� � ' 'MAP -QTA 'g0 FINAL I 00 #3145pUBUC Wp I gyp. l ge REVIEWED BY ZBA � o � � � z 22D 4,CONNEC•DON TAX C) DECISION# C) !� PENDING WATER �o DATED: 5 - ao W z 3 1 f , TAX l 1 NCE UE L VpOA WEL OOtCUM Nj f �N AE�B1f RECORD D / \Y �l I �4 �/ INDEX LM aI o I DWG. NO. DRAWING TITLE INITIAL LATEST ISSUANCE a � ISSUANCE REVISION NO. � DATE � EA`EX. I STY DI�LLIN6 1225 SF TI TITLE SHEET, GENERAL NOTES AND PLOT PLAN 12-13-23 1 0I-05-26 TOTAL W SPI SITE PLAN WITH INTERIOR ALTERATION 1225 5F Oa-20-24 23-024 EXI5TIN6 PERCENTAGE LOT GOVERA6E PROP05ED PERCENTAGE LOT COVERAGE EXI CcROUND FLOOR PLAN - EXISTING 12-13-23 EX2 EXISTING ELEVATIONS 12-15-23 L@MILD KIM, PROJECT5-23-024 EDPLI17PLAN EX. I STY DI�LLIN6 120295 5F EX. I STY DV�LLIN6 1202.g5 5F 1. BOARD OF TRUSTEES APPROVAL- NEEDED DMOI DEMOLITION PLAN 12-13-23 1 02-21-25 EX. I STY 6ARAOE 301.3 5F EX. 15TY 6ARA6E 301.3 5F 2. DEC APPROVAL NEEDED AO 5GHEDULES, NOTES $ DETAILS EX. GONG 5TOOP5 O 5F EX. GONG 5TOOP5 0 5F 3• ZBA APPROVAL NEEDED 12-15-23 DD G3LQM90�n7C�#o INFORMATION PROVIDED BY OTHERS FOR REFERENCE ONLY. SEE SIGNED AND SEALED SURVEY OVERHANG I7.42 SF OVERHANG 17.42 SF 4. PRO.EGT DEEMED DEMOLITION AND SUBSTANTIAL Al PROPOSED FOUNDATION AND PROPOSED FLOOR PLAN 12-13-23 I 02-21-25 IMPROVEMENT TOTAL LOT AREA bg53 5F TOTAL LOT AREA bg53 5F 5. HOUSE MIU5T 13E RAISED AND ADDITIONAL FOUNDATION A2 PROPOSED ELEVATIONS 12-13-23 1 02-21-25 ADDED TO COMPLY WITH FEMA 64,1IDELINE5 A3 PROPOSED ROOF PLAN � SEGTION PERGENTA6E LOT COVERAGE 21.cl% PERCENTAGE LOT GOVERAOE 21A% b. FINI5HED FLOOR ELEVATION MUST 13E 8 FEET OR HIGHER 12-13-23 I 02-21-25 A4 PROPOSED SKY PLANE DRAWING 1 8. NEW IA 5Y5TEM 12-13-23 I 02-21-25 771 ;7 RO OSED DE -VIOLI F10 N AND q. DEMO DETAIL5 ON 4 OF q 10. NEW IA 5Y5TEM ADDITIONAL FILL FOR Al 5Y5TEM 15 17.67 GUBIG YARD. 11. INEW 6ARA&E FOUNDATION 8-INCH REINFORCED GMU 18" ABOVE GRADE AND MIN 36" BELOW GRADE I O i SYMBOL LEGEND BASED ON USER 12568 PAGE 0951 ❑ MONUMENT Fk6 BEARINGS SHOWN HEREON ARE ,( MANiq.I.. A TESL HUES O LP.I L8.FNQ 'A'-INLET TREE (` t")�rT ?y • LP./I.R.SET '8'-INLET G'V SHRUB G , ,P SP:)T ELEV.A.RONS ®YARD INLET t BOLLARD , .S :� •. .S• g,. UTIUTY ROLE ®YARD INLET A WERAND RAG I � � yl ELECTRIC METER }------- GUY PARE CAN 1.CAN111EVER t:r <a-•-=,:-�A UTILITY?qE WAJGrT di GAS METER FE.EENr_T U- `\a �,�G\ q >"y-- Jv Up{T POIE 7X1 WATER W— MAR.MAMNRY SIGN pD GAS VALVE PLAT.PLAYRRM ^o-- PW ITNCE(PVM) WATER VALVE. WX WINDOW WELL ��'.-.1 4�1- 8 --'�'-" sl=ADE FENCE(STY.) BIW BAY W!igMY -x-- CHAIN f/NK FF.N:F. 0/F1 OVQ2hIANC (CIO C/F.(ESUR EN7RAN^F W?_FENCE R/O ROOF OVER (� ^qo FiRE HYDRANT D.C.DEPRESSED CURB tCJ A/C UNIT o' CRW'S CUT G.O.L GENERALLY ON UNE LA STAKE 0/' ON LINE R.D W.RIGHT U WAY 0 0 U 04H In r y8 FLOOD INFORMATION (FOR HEALTH DEPARTMENT USE ONLY) SF , � � Do b, y4 N `H 5TaF:M DRAIN) 4 BY GRAPHIC PLOTTING ONLY,THE PREMISES S LOCATED IN FIRM ZONE-X-(AR EAOF iY T-Q ! .�< MINIMAL FLOOD HAZARD)AND IN FIRM ZONE AE(ELF AS PER MAP NUMBER 36103C0188H, Y:::X I ! „?T as i E,r 1(1y I I S Y EFFECTIVE DATE SEPTEMSER 25,2007.NO FIELD SURVEYING WAS PERFORMED TO ) E:' 4';,1'' ---. ,fad Y 1 N t � 1- /" IC` 7 I -r ! 5 P DETERMINE THIS ZONE.AN ELEVATION CERTIFICATE MAY SE NEEDED TO VERIFY THIS ' "'� •^1' 1 f �- `�f�✓I " DETERMINATION OR APPLY FOR VARIANCE FROM THE FEDERAL EMERGENCY MANAGEMENT ',6 r;" ,� AGENCY. SDO9 °� p Yt+ o EXI,�T 51 aai F EC,aNSI'T"RUC.T 6 x oa ( c.f- o o °' I d.5 �1 zA XIT `_:TaaP $� �� t`� m � � � N � � F 1C-' : , •, O —.'. 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Y�Q 'D 10 O m 8 LoT T .-.� V Fi YYL V AME SIOEACvouE ( 5' V1t9 15' g a FR OAKIA (I3145pUBUC WATER ENCOUNTERED E TAX WITENCE / za'BELOW SURFACE _j Y F n cv AME RE RD MCDONALD C°EOSCIENCE ~ O ` ` pN 10/29/22 wLLI PETOIpue�c WA In zO j 0 w i o m n Z DE MINIII,�OUS APPROVAL �I MORN BUILDABLE LAND NYSDEC Z w O >- 11P o AREA ADJACENT AREA a Z „ 4 3 1 LOT AREA LOT AREA �- Q Z MetedJAM(* TAXWT 3T. NUE 6.953.31 S.F. - 0.16 AC. 6,953.31 S.F.-0.16 AC. O Y N O0 O � qI SIpEN SAME 181 A� B� BUILDING= 1,202.95 Q U I 3325 OAKOR WELL-p�UMENS GARAGE-301.30 O 8 I SEP�C CORD BUILDING-1,202.95 PLT./STEPS-94.33 Ld 0 Y '��q IIII N�pd1J+6�R LOT CLEARING AREA BRICK WALK(S) � N O m GARAGE� 301.30 J No A VERHANG(2.6x6.7)-17.42 PATIO(S)-952.07 O j g il 6.953 S.F.- 0.16 AC. OVERHANG(1.5x4.1)-6.15 ry = LL' q 3,55%L T CLEARED OVERHANG(26x6.7)=17.42 M I--- Z' S 55X LOT CLEARED 1,521.67 S.F. . . .__ (n O w N u FINAL M A P CONCRETE�30.66 p r 21.9%LOT COVERED TOTAL=2, S.F.COVE (n a 37.5X LOT COVERED GRAPHIC SCALE n" REVIEWED BY Z BA 20 0 10 20 � NOTE, LOT AREA WELLS,SEPTIC,:CESSPOOLS AS SHOWN HEREON WERE 6,953.31 S.F. �" 1 DECISION# NORNOT OE3SFfi/ED AT THE TIME OF SURVEY. THEY 0.16 AC. W WERE OSFAINED FROM DOCUMENTS OF RECORD AND ( IN FEET SHOULD BE CONSIDERED APPROXIMATE W DATED: _1J , 1� 1 inch = 20 ftk *ALL ELEVATIONS REFER TO NAVM'DATUM �0 1 r — _ I-- i 3 dC��� lao �/QG�]�nlg LQo� Lao LaG�C�[�04�C�4 STEPS G3�MC��G3G[]ClG1DD 9 mw DN 63�o�7�ao0��4 — — — — — — — — — — — — — — — — — — ——— — — — — — — — — SINK - - - - -- -- - - - - - - - - - - - - - - - - I WG 5HWR L - - - - - - - --- - - - - � I Ll — — — — — — — — — — — — — — MASTER r v \ KITCHEN I / BDRM / > I I � = I xO d) w ® m EX. 2"xb" FJ T. I I I j CLOSET - - - - - - - - - J _ I \I Ex. 2 2"x8" I I EX. 2 2"x8"I_ / —161RDER I 161 12-13-23 155UED FOR PERMIT F RDER I � — — — — — — — — -� I \/ WG 03-24-24 REVISED PER TOWN L _ - -J L — L _ _ J I I I I //\\ O Tm 04-05 24 REVISED PER TOWN COMMENT 08 2ci-24 REVISED PER BOARD OF TRU5TEE5 GOMMENT5 Oa-20-24 REVI5ED PER DEG _ I ( STEPS / LIMN( \ APPROVAL DN / ROOM 02-21-25 REVI5ED PER FIELD �p V I GONDITION5 03-03-25 UPDATED LOT GOVERAGE EX. 2"x6" FJ I I / \ 06-2Q-25 REVISED PER IA 5Y5TEM I I 60 I 0 16" 0.0 ( // \ STEPS DE516N I I I FOYER DN 01-25-25 REVISED PER TOWN Oa-0 -3 25 REVI5ED BA5ED ON ZBA / \ AND TRU5TEE FEEDBAGK I I / \ II-22-25 REVI5ED BASED ON ZBA — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I I i APPROVAL DATED NOVEMBER21, I 2025 — — — — — — —— — —— — — — — — — — — — — — — — - I OI-05-26 REVISED BASED PER� — — — — — — - I � BOARD OF TRUSTEE'S COMMENTS 01-30-26 FINAL PLANS APPROVED I � I BY TRU5TEE5 ON 1/14/26 AND ZBA I I v I I FAMILY ON 1-23-26. X O 31'-10" I ROOM W 0 i I i I I 1- - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - -1 STEPS DN W U � W z A � � z w •-� LU I- E--4 x . YNDATIII.NPLAN x . 1 !sT FLOOR PLAN I~/'� �1x O-0 i■ SGI4lJS I�'T" I-V" w O O AE-4 � � 1U- wz o O O M Q DE MINIMUS APPROVAL o Dated CQD z a a FINAL MAP REVIEWED BY ZBA► ° a DECISION# a DATED: G�G30o e9�C�ll'#o 23-024 CLaD �OdCo PROJEGT5-23-024 DG3LQ�]i �MC�#o E X 2OF9 i d��� Lao �LaGil[n�9 /Qo�oLao LaG3C�a04C�C�4 M I QOQ[v1ME LaWEHUG 120wign ig,m)g mw g0� 6Q3�.T9T.Mom 12 T.O. WALL — — — — — — ELEV. 8-q — — — T.O. WALL ELEV. 8'-q" T.O. WALL — — — ELEV. 7'-6" — — — — — — — — — — — T.O. WALL ELEV. 7'-6" it' ,N 4A LL �l 1� 1' a" FINISH FLOOR — — — — — — — FINISH FLOOR ELEV. O'-O" — — — ELEV. 0'-0" IRV 0����°o 12-13-23 155UED FOR PERMIT 03-24-24 REVISED PER TOWN GOMMENT5 04-08-24 REVISED PER TOWN GOMMENT 08-2q-24 REVISED PER BOARD OF TRUSTEES GOMMENT5 Oq-20-24 REVISED PER DEG I ELE.VAT.10N L T L V�cT 101�1 APPROVAL 02-21-25 REVISED PER FIELD CONDITIONS SGI1L� I/4' I-0 03-03-25 UPDATED LOT GOVERA6E 06-21-25 REVISED PER IA SYSTEM DESIGN 01-25-25 REVISED PER TOWN COMMENTS Oq-03-25 REVISED BASED ON ZBA AND TRUSTEE FEEDBAGK II-22-25 REVISED BASED ON ZBA APPROVAL DATED NOVEMBER 21, 2025 01-05-26 REVISED BASED PER BOARD OF TRU5TEE5 GOMMENT5 01-50-26 FINAL PLANS APPROVED BY TRU5TEE5 ON 1/14/2(b AND ZBA ON 1-23-26. U Z - 12 � W 12 Z T.O. WALL A a T.O. WALL — — — — T.Q. HALL fill— — — — — — — — T.Q. ALL Ex"' � � F— ELEV. 7'-6" — — — — — — — ELEV. -V-6' p � \ \ 0 x Lu \ \ wE00 Iv AE .� � wZ O ks) FINISH FLOOR O M � ELEV. O'-O" — — — — — — — FINISH FLOOR 0 " X ELEV. 0'-0" a E-4 Lu O � P"' O az a DE MINIMUS PPROVAL no Dated �3 )�-tn o0 a � o �0 a a FINAL MAP REVIEWED BY ZBA 23-024 REAR ELEVAT I ON DECISION# L i� I G T L V T I O1\1 DATED: c�La-OP D G�ULM. PROJEGT5-23-024 5cAL� 1/4 I-0 SCALD 114' I-0• lonffign m2#o 50f= 9 i • d�C�G� GQo C�LQ[��19 LQo�aLQo REMOVAL NOTES: LQG�C�G;]�4G�4 D-I EXISTING EXTERIOR WOOD FRAMED WALL TO BE REMOVED A5 INDICATED INCLUDING �� G30Lall]OO G3C� G1MCGr1MC BUT NOT LIMITED TO ANY AND ALL ELEGTRIGAL DEVIGE5,MEGHANIGAL,PLUMBING,6YR Q�MC G3C;]C CQDD 9 mw 130. 4 M15G.FINI5HE5 ETG. C6341017��7000 544b r T T 1 D-2 EXI5TIN6 WINDOWS SHALL BE REMOVED d P15GAPOED IN THEIR ENTIRETY. /l l�o STEPS I I I D-3 EXISTING EXTERIOR DOORS 5HALL BE REMOVED 4 015GARDED IN THEIR ENTIRETY. �F/A1 n O p- DN D-3 D-2 REMOVE AND 015GARD EXI5TIN6 WOOD FRAMED WALL A5 INDIGATED INGLUDIN6 BUT NOT r LIMITED TO ANY AND ALL ELEGTRICAL DEVIGE5,MECHANICAL,PLUMBING,GYP.50. s M15G. /' ;`:•' "= ' t � \ D-2 I �) I I D-8 -I FIN15HE5 ETG. ! .. D-8 I� — — III \\/� LL D-8 _I — I D-2 D-5 EXI5TIN6 DOOR,FRAME, 4 HAREWARE 5HALL BE REMOVED d D15GARDED. � ;, �• '4.�. IC D-5 —I I I \ Z EXI5TIN6 WOOD FLOOR FRAMIN6,5UPPORT5,PIER5,ETG.SHALL BE REMOVED IN THEIR / ENTIRETY TO ALLOW FOR NEW GON5TRUGTION. J l V f ,a. i t \ MASTER L — _ d \ BDRM I I KI 1-IEI�I I I / i Bpi — D-7 EXI5TIN6 ROOF FRAMIN6,5HEATHIN6,5HIN6LE5,GEILIN6 J015T5, a GEILIN6 FIN15HE5 `. •,; r \ I I / D-4 I SHALL BE REMOVED d 015GARDED. J 77 D-4 D_7 D-8 EXISTING PLUMBING FEATURE5 SHALL BE REMOVED d 0156ARDED IN THEIR ENTIRETY. O-10 Ell 4] D—q / 1 I D-10 III p_q D-� B 15RTiNr,KITCHEN EMOVED IN THEIR IANG�E5,BASE CABINETS,WALL CABINETS,GOUNTER5,ET,.SHALL D-5 //�\ / \� i I— — / I(1(1 i D-13 D-IO EXI5TIN6 FLOOR FIN15HE5 SHALL BE REMOVED TO 5UBFLOOR d BE PREPPED FOR NEW O'MUI° // ❑`\ \\ I — FLOOR FIN15HE5. 12-13-23 155UED FOR PERMIT D_2 D-I I EXISTING GONG.5TOOP TO BE REMOVED 3 015GARDED IN IT5 ENTIRETY. 03-24-24 REVISED PER TOWN /A I I CLOSET \I I fT / I I I /� D-4 I I GOMMENT5 — 5-I2 EXI5TIN6 BATHROOM FIXR RE5 5HALL BE REMOVED IN THEIR ENTIRETY. 04-05-24 REVISED PER TOWN I I // r I COMMENT '� �\ /// I D-15 EXI5TIN6 ROOF RAFTERS AND GEILIN6 J015T 5HALL BE REMOVED IN THEIR ENTIRETY. 08-2q-24 REVISED PER BOARD OF TRU5TEE5 GOMMENT5 NOTE: Oq-20-24 REVI5ED PER DEG l D-12 II II D-4 DUE TO FIELD CONDITION EXI5TIN6 WALL5 AND ROOF NEEDED TO BE REMOVED APPROVAL _ _ / \ ( I I I I BEGAU5E OF POOR CONDITION AND ROT. 02-21-25 REVISED PER FIELD // \\ I it I I I \\ I I III GONDITION5 L� / \\ LL— JJ I 03-03-25 UPDATED LOT GOVERACGE / \ 06-2q-25 REVISED PER IA 5Y5TEM 15TEP5 II / LIVING \ r — — — — I DE516N 1 DN II / ROOM \ I I D-4 01-25-25 REVISED PER TOWN // D—IO \\ H D-2 GOMMENT5 FRED 11 / Oq-03-25 REVISED BASED ON ZBA — — T T AND TRU5TEE FEEDBACK �— �— — — / D-13 \\ FOYER // STEPS I I I 11-22-25 REVI5ED BASED ON ZBA APPROVAL DATED NOVEMBER 21, / 2025 01-05-26 REVI5ED BASED PER BOARD OF TRU5TEE'5 GOMMENT5 01-30-26 FINAL PLAN5 APPROVED BY TRU5TEE5 ON 1114126 AND ZBA _ __ _ _ ___ ______— J GENERAL REMOVAL NOTES: ON I-23-26. D-4 D-2 IIII III 5-2 I. THE GENERAL CONTRACTOR SHALL VERIFY ANY AND ALL EXISTING UTILITIES, PIPING, WIRING, 6A5 LINES, PLUMBING LINES, ETC. THAT ARE D-2 IIII FAMILY I I D-2 AFFECTED BY ANY AND ALL AREAS OF DEMOLITION. SAID UTILITIES II SHALL BE TERMINATED IN AGGORDANGE WITH APPLIGABLE CODE ROOM D-7 PROVISIONS PRIOR TO PROGEEDING WITH DEMOLITION WORK. 2•ANY AND ALL REQUIREMENTS INGLUDIN6 BUT NOT LIMITED TO 05HA D-2 II D-13 IIII D-2 AND NEW YORK STATE BUILDING CODE REQUIREMENTS FOR DEMOLITION WORK SHALL BE ADHERED TO FOR ALL WORK PERFORMED IN GONJUNGTION WITH THI5 PROJECT. D7 IIII---j---IIII 3.GONTRAGTOR SHALL VERIFY ANY AND ALL BEARING PARTITIONS PRIOR TO CONSTRUCTION. SHOULD ANY BEARING PARTITIONS BE w Z� — _�� — _ — �✓ D- = Z � — — � —��JJ REMOVED AS PART OF THI5 PROJECT, CONTRACTOR SHALL PROVIDE T`-`- TEMPORARY BRAGIN6 UNTIL NEW WALLS OR SUPPORTING MEMBERS IJ D-2 D 22 D-2 D-4 D-2 I ( - D-2 D-2 D-2 D-4 D-2 D-2 D-2 ARE IN PLACE. NOTIFY ARCHITECT OF ANY AND ALL BEARING Z STEPS PARTITIONS THAT ARE TO BE REMOVED SO THAT ADEQUATE w pN I I I ENGINEERING SUPPORT MAY BE PROVIDED AS PART OF NEW w A Fp--i i—I CONSTRUCTION. Z �..� 4.CONTRACTOR SHALL VERIFY AMOUNT OF EX15TIN6 WALL FINISHES TO A W BE REMOVED FROM WALLS THAT ARE TO REMAIN. SAID FINISHES TO a' BE REMOVED MAY INCLUDE EXI5TIN6 VINYL WALL GOVERING, PANELING, ETC. H om o z 5.ALL MATERIAL AND DEBRIS REMOVED FROM THE 51TE SHALL BE O J LEGALLY DISPOSED OF BY G.G. :21 6.ALL PLUMBING WORK SHALL BE REMOVED AND GAPPED IN UI Q— ACCORDANCE WITH THE PROV1510N5 OF THE NATIONAL PLUMBING E-4 Z L LAN CODE AND ANY AND ALL LOCAL REQUIREMENTS.Sll M O V 7• ALL ELECTRIC WORK SHALL BE REMOVED AND TERMINATED IN (— I AGGORDANGE WITH THE PROVISIONS OF THE NATIONAL ELECTRIC _ SG�tLI� I/4• I-0• GORE AND THE NEW PORK BOARD OF FIRE UNDERWRITERS. pq A � O x 8.G.G. SHALL PROVIDE TEMPORARY SUPPORT OF ANY 4 ALL UTILITIES, H E-4 7- PIPING, CONDUITS, THAT 15 AFFECTED BY THEIR WORK. A N q. CONTRACTOR SHALL COORDINATE W/ OWNER THE REMOVALS OF w Z EXISTING ITEMS THAT OWNER MAY WISH TO RELOGATE/REU5E. 0 " M aF-4 o � a � w 0o a DE MINIMU APPROVAL , Dated I5� @ a a FINAL MAP 23-024 REVIEWED BY ZBA M10L dIEo PROJEGT5-23-024 DECISION# DATED:--- DG3LQ�OG�]C�#o I TABLE 5.1 FASTENER SCHEDULE FOR STUGTURAL MEMBERS NUMBER AND TYPE OF F R A M I N G NOTES: SIMPSON LSTA 30-18GA. FASTENER NAIL JOINT DESCRIPTION SPACING ROOF FRAMING 2" x 5" RR ® 16" O.G. RIDGE STRAPS AT EA. RAFTER. Rafter to Top Plate Toe-nailed 3-8d per rafter I. ALL FRAMING LUMBER TO BE GRADE STAMPED DOUGLA5 FIR-LARGH TYP. ROOFING OR Gellincl Joist to Top Plate Toe:-nalled 3-8d per Joist STRUCTURAL GRADE NO. 2 OR BETTER. Gelling Joist to Parallel Rafter Face-nailed 4-I6d each lop 2. ALL EXTERIOR FRAMING TO BE STRUCTURAL GRADE GGA TREATED LUMBER. Cellincl Joist Laps over 4-I6d each lop 3. ALL SHEATHING TO BE AP.A. RATED, EXPOSURE I, 1/2" MIN. THICKNESS. I" MIN. AIR SPACE 2"x4" GOLLAR TIES AT Collar Tie, to Rafter Face-nailed 4-Sd i2er tie PERIMETER PANELS AT EDGE OF ROOF 4 WALL CORNERS TO BE NAILED ® 4" O ABOVE INSUL. 16" O.G. �" DOWN Blocking to Rafter Toe-nalled 2-Sd each end ALONG EDGES 4 6" O.G. IN FIELD W/ 50LID BLKG. UNDER ALL SEAMS. BETWEEN RIDGE AND Rim Board to Rafter End-nailed 2-I6d each end 4. USE SOLID BLOGKING OR X- BRACING BETWEEN ALL JOISTS ® 8'-O" MAX. SPAGI CEILING JOISTS. WALL FRAMING 5. PROVIDE DOUBLE FRAMING UNDER ALL P05T5 $ PARALLEL PARTITIONS. Top Plate to Top Plate Face-nailed 2-I6d er foot 6. ALL FLUSH WD. CONNECTIONS TO BE FASTENED W/ RATED GALV. METAL To Plate at Intersections Too-nailed 4-I6d oints - each side CONNECTORS BY 51MP50N (OR EQUAL). Stud to Stud Face-nailed I6d 24" o.c. + + + + Header to Header Face-nailed 2-I6d I6" o.c. alon ed es LAG BOLT NAILER W/ (2) + + + + ��g ��°�°��aL �°d��1�� O T E S• 3/8"N x 4 I/2" BOLTS @ 32" O.G. G3��ILG�G[l�La�9 G1l�I ��g0� To or Bottom Plate to Stud 1-nd-nalled 2-I6d per 2x4 stud I I I 3-I6d er 2xb stud L. L7 I `l I Y 4-I6d per 2xb stud Bottom Plate to Floor Joist,Band joist,End olst or Blockin ace-nalled) per foot TYP. EXT. -- TEGO EA. R.R. TO 2"x8" NAILER n �❑ WINDOWS / SL. GL. DOORS A5 MANUF. BY MARVIN, INTEGRITY W/ [� FLOOR FRAMING IN5UL. GLASS, IMPACT RESISTANT $ DESIGN PRESSURE RATED AS REQ'D WALL (2"x4" ❑ BY CODE OR USE: STRUCTURAL PANELS FOR STORM PROTECTION- IN ATTIG Joist to Sill To Plate or Girder Toe-nailed 4-Sd er olst PROVIDE PRECUT, PREDRILLED PLYWOOD, 1/16" THICK. 5PAGE5) --- Brad In to Joist Toe-nailed 2-Bd each end • '� •M,` BlockInq to Joist Toe-nailed INCLUDE ATTACHMENT HARDWARE: 2-5d each end A ' Blockincl to 5111 or Top Plate Toe-nalled - each block 2 1/2" NO.& HP. SGREW5 ® 16" O.G. F/ SPANS UP TO 6 FEET, Led er Stripto Beam Face-nailed 3-I6d each Joist AND ® 12" O.G. F/ SPANS BETWEEN 6 $ 8 FEET. i =. C Joist on Leder to Beam (Toe-nailed) 3-8d -peroist BUILDER TO TO VERIFY � CONFORM TO ALL REQUIREMENTS. REVIEW OPTIONS Band Joist to Joist End-nailed 3-I6d per Joist WITH OWNER. ' Band Joist to Sill or Top Plate: Toe-nailed 2-I6d 12or Joist 6 i 2',- OPTION: PROV. 1"x4" PICTURE-FRAME TRIM (ALUM. GLAD) TO ATTACH 5TRUGT. ROOF SHEATHING PANELS. PREDRILL HOLES F/ HARDWARE, PROV. PLASTIC INSERTS TO PROTECT { t Structural Panels 8d b" edge, /6" field FROM WEATHER, ETC. (VERIFY DETAILS) Diagonal Board Sheathln ''� . I"xb" or I"x8" support ('. ;, s �. i W✓,« 2-Sd er MAINTAIN I" CLEAR ��° �,� I"xIO" or wider Iper support FOR VENTILATION. d CEILING SHEATHING NOTCH RR F/ �r •.�: � :� ;ems'' ftl2sum Wallboard WALL SHEATHING 5d coolers 1" ed e / 10" field CLIMATIC G F O G R A P H I C SHEATHING TEGO +611 �P EA. JST. � 2- 5IMP50N "H2" Structural Panels ad 6" edge / 12" field Fiberboard Panels DES I C N C R I T E R I A. CONNECTORS � I6" O.G. U 2)12- U M❑ 1/I6" bd 3" ed e /b" field (ONE EACH SIDE) ❑ 25/32" ad 3" ed e /6" field 211X6" AMERIGAN FOREST AND PAPER ASSOCIATION (AF4 PA) R-30 INSUL. G J 12-13-23 ISSUED FOR PERMIT agi2sum Wallboard 5d coolers -" ed e / 10" field WOOD FRAME GONSTRUGTION MANUAL FOR 03-24-24 REVISED PER TOWN Hardboard 8d 6" ed e / 12" field Particleboard Panels ad 6" edge / 12" field ONE AND TWO- FAMILY DWELLINOS. (2001 EDITION) GOMMENT5 Olaclonal Board 5heathIncl TYP. ROOF:. TIES: 04-08-24 REVISED PER TOWN I"xb" or I"x&" 2-bd per support I"xlo" or wider 3-Bd per su ort SIMPSON "iH-i" I'-4" COMMENT GONNEGTODRS @ 16" O.G. :: 05-2cf-24 REVISED PER BOARD OF FLOOR SHEATHING GROUND SNOW LOAD 20 PSF U.N.O. X4 TRUSTEES COMMENTS Structural Panels WIND 5PEED : TOWN OF 5OUTHOLD 130 MPH (3 SECOND GUST) Ocl-20-24 REVISED PER DEC I" or less 8d 6 ed a 12 WIND EXPOSURE CATEGORY B ( SUBURBAN APPROVAL SEMI-WOODED)field 02-21-25 REVISED PER FIELD reater than I" IOd 6" edge /b" field Dla onal Board SheathingSEISMIC, DESIGN CATEGORY C I'-O" I"xb" or 1"xb" 2-bd per supportCC ) D GONDITION5 x O or wider 3-Sd per support WEATHERING AREA SEVERE U.N.O. 03-03-25 UPDATED LOT GOVERA6E ROOF SHINGLES ICE SHIELD YES 06-2cl-25 REVISED PER IA 5Y5TEM Galt'. 5t1. min. 12 ga. shank w/a min. 315" dia. head. fastener shall penetrate FR05T LINE DEPTH 3'-O" DE51C Asphalt roof shingles through the roofing materials and a min. of 5/4" Into roof sheathing and shall 01-25-25 REVISED PER TOWN roof Ing manufacturer and provide no less than 4 fasteners per strip 5hinq le. TERMITE AREA MODERATE TO HEAVY GOMMENT5 ,Nailing requirements are based on wall sheathing nailled 6" on center at the panel edge. If wall sheathing Is nailed DECAY AREA 5LIGHT TO MODERATE Ocl-03-25 REVISED BA5ED ON ZBA 3" on center at the panel edge to obtain higher shear capacities,nailing requirements for structural members AND TRUSTEE FEEDBACK shall be doubled,or alternate connectors,such as shear plates shall be used to maintain the load path. WINTER DESIGN TEMP II II-22-25 REVISED BASED ON ZBA 2 When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be DOUBLE TOP PLATE APPROVAL DATED NOVEMBER 21, reduced to I-I6d nail per foot.. 2025 01-05-26 REVISED BA5ED PER BOARD OF TRU5TEE'5 GOMMENT5 0I-30-26 FINAL PLANS APPROVED NOTE: ALL CONSTRUCTION WORK SHAILL BE DONE IN ACCORDANCE WITH THE CODE REFERENCE NOTES: HEADER BY TRu5TEE5 ON I/14/26 AND ZBA REG2UIREMENT5 OF THE TOWN OF SOUTHOLD AND THE FOLLOWING: ON 1-23-26. THIS APPLIGATION/ PROJEGT WILL CONFORM TO THE 2020 RESIDENTIAL z FULL HEIGHT CODE OF NEW YOR♦, STATE R30b Glazing at hazardous locations shall have glazing protection in conformance with r5Ob. In general,glazing in = STUD all doors and fixed side panels,Glazings less than 60"above surfaces of tubs showers,etc.Glazing within 24" ENGINEERED STRUGTURAL GOMPONIENTS AS PER ASGE 7-10 arc of doors In closed position with sills less than 60"above floor.Glazings over q square feet and less than IS" I- " x 18 GAUGE HEADER TO STUD: above finished floor.Glazing near stairways/londings.See complete text of R30b.4.Glazing for specifics on JACK STUD CODE GOMPLIANGE:_ locations and exceptions. STEEL GOLIED BY 51MP50N L5TA21 CONNECTOR THESE PLANS HAVE BEEN PREPARED UNDER THE 2020 RESIDENTIAL GODS OF NEW TYP'. FLOOR STRAP NO. G518 W/ I6-I00 FASTENERS YORK STATE. ALL DETAILS AND INFGQRMATION HEREIN 15 CERTIFIED BY THE R30b.6 54llghts and sloped glazing shall comply with this section and have fully tempered glazing. JOIST BY 5IMP50N LISTED DESIGN PROFESSIONAL AND IIN GOMPLIANGE WITH THE FOLLOWING: UNDER JOI5T(I2 R30q Garage opening protection and separation required to be as noted and In conformance with R30q.Garage END LENGTH) 16" I. 2020 INTERNATIONAL RESIDENTIAL CODE FOR ONE AND TWO FAMILY HOUSES floor surfaces shall be. sloped to facilitate the movement of liquids to drain toward the main vehicle entry WINDOW SILL 2. 2020 NYS UNIFORM CODE SUPPLEMENT doorway. O.G. PLATE 3. 2020 (EGG BOX BEAM. STUD TO PLATE: 4. ENGINEERED 5TRIJGTURAL GOMPONENTS PER ASGE -i-10 R310.1.1 All emergency escape and rescue openings shall have a minimum net clear opening of 5.1 square feet. MATCH FJ 5. WOOD FRAME CONSTRUCTION MANUAL 200 EDITION FOR ONE AND TWO STORY 24"minimum clear opening height,20"minimum clear opening width,44"max still height. SIMPSON "HOU5" UPLIFT W FAMILY DWELLINGS GONNEGTOR W/ g" DIA,. U TION PRACTICE FROM THE THERE SHALL BE NO DEVIATION IN GC�NSTRUG FINAL, IN5TALLED 5TAIRWAY5,HANDRAILS,GUARDS SHALL BE INSTALLED IN FULL CONFORMANCE WITH THIER TYPIGAL AT GORNERS Z REQUIREMENTS THESE DOCUMENTS. RESPECTIVE CODE 5ECTION5.ARCHITECT 15 NOT RE5PON51BLE FOR THE5E IN5TALLATION5. OF BUILDING AND AT w W BOTTOM PLATE ENDS OF 5HEARWALL5. A - MATERIALS SHOWN AND SPECIFIED O>N THESE PLANS HAVE BEEN CHOSEN BASED R314 Stairways shall not be less than 36 Inches In clear width at all points above the permitted handrail height 'Z ON PERFORMANGE DATA AND MANUF:AGTURERS REGOMMENDATIONS. AND and below the required headroom height.Handrails shall not protect more than Inches on either sided the SUBSTITUTIONS WILL BEGOME THE BURDEN AND REASONABILITY OF THE stairway and the minimum clear width of the stairway at and below the handrail height, ht,Including treads and landings,shall not be less than 315 Inches where a handrail Is installed on one side and 27 Inches where handrails GONTRAGTOR TO VALIDATE THE GOi�^riPLIANGE WITH CODES AND TESTING g PROGEDURES, INGLUDINO THE PRODUCTION OF ANSI TEST RESULTS , AAMA TEST are provided on both sides.The maximum riser height shall be be and the minimum tread depth shall be In (� RESULTS, ETC. conformance with R3142.Minimum headroom 6'-8'.All stairs shall11 be provided with illumination in accordancee with Section R303.4.Enclosed accessible space under stairs shall have walls,under stair surface and any soffits Z H protected on the enclosed side with 1/2-Inch gypsum board. 0 0-4 R315.1 Handrails having a minimum and maximum heights of 34 Inches and 38 Inches,respectively,measured � � vertically from the nosing of the treads shall be,provided on at least one side of stairways.All required a LU G N ��L NOTES handrails shall be continuous the full length of the stairs with two or more risers from a point directly above the top riser of a flight to a point directly above the lowest riser of the flight.Ends shall be returned or shall terminate In newel posts or safety terminals.Handrails adjacent to a wall shall have a spce of not less than 15 `' 0 I. All electric work shall comply with the National Electrcce Code.Electrician shall obtain fire underwriters inches(3&mm)between the wall and the handrail.The handgrip portion of handrails shall have a circular cross DE MINIMUS AP OVAL W E O Z P y q section of 1-I/4 Inches minimum to 2-5/8 Inches maximum.Edge radius of I/8". Dated � A F H certificate for all electric work and shall submit to owner. Provide all outlets and unction boxes required .-I for all appliances,pumps,equipment,etc.Contractor shall review service requirements,all lighting,outlets, R316.1 Guards are to be a minimum of 36 Inches 014mm) In height. en sides of stairs with a total rise of more A CQ � v I fixtures,phone Jacks,T.V.cable Jacks,etc.with owner as required for the full Installation and satisfaction g w Z C)of owners requirements and code compliance and shall provide same.Architect is not responsible for than 30 inches above the floor or grade below shall have guards each side)not less than 34 Inches in height 0 U] LU electrical designs for this project In any capacity. measured vertically from the nosing of the treads.(second story guards are recommended to be higher) 0 F""4 2. All plumbing work shall comply with the National Plumbing Code and all local codes.Contractor shall TYP'. ANCHOR BOLT: �/� (� H review with the owner the requirements for plumbing installations Including but not limited to fixtures,trim, R311.1 Sin le and multiple-station smoke alarms shall be. Installed in each sleeping room,outside of each separate l" " TYP. HOLDOOWN5: FINAL MAP 9 p Pn9 P 5/S DIA. 48 O.G. y accessories,etc.and requirements for water service and domestic hot water.Architect is not responsible sleeping area in the immediate vicinity of the bedroom,on each additional story of the dwelling,Including COORDINATE PLACEMENT BY SIMPSON, H02A CONNECTOR W/ (1' basements.The alarm devices shall be. Interconnected in such a manner that the activation of one alarm will O for any plumbing systems In any capacity.Contractor shall provide sanitary system in accordance with the W/HeOLD DOWN BOLTS. VERIFY 14-5D53 SCREWS (OPT.) AND EXTENDED �,��I���D BY ZBA a+ LU owners approved site plan and shall coordinate all Inspections required for approval of some. And activate all of the alarms In the Individual unit.The alarm shall be, clearly audible in all bedrooms over backround BOLT T'(PEEMBEDMENTREBAR - _z 5/5" BOLT FROM END WALL _ Z Z noise levels with all intervening doors closed.All smoke alarms shall be listed and Installed in accordance with (SEE FND. PLAN FOR LOGATINS) DECISION# `I v surveys Indicating final tank locations shall be by owners surveyor. Contractor shall provide surveyor with ng ETC',. BEFORE CONSTRUCTION O � o O z w Information as required. the provisions of this code and the household firewarning equipment provisions of NFPA12. _ 3. All HY.A.G.work shall comply with Article 10 of tlhe N.Y.5.Uniform Fire Prevention and Building Code and TYP. SUB-FLR. i TYP. SUB-FLR. o [DDATED: _ Energy Gode. Contractor shall review all mechanicall systems with owner for type of system to be provided R31q.1.2 Wall and ceiling finishes not Including trim,door,and window frames shall have a flame-spread TYP. F.J. TYP. F.J. - - classification of not greater than 200.Hall and ceilin finishes shall have a smoke-developed ed Index of not (I.E.oil,gas,or electric hot water or air,etc) inciudling air conditioning requirements.Architect is not 9 9 p I- " x 18 GAUGE STEEL rir greater than 450. COLIED STRAP WRAPPED I- " x 18 GAUGE STEEL responsible for heating or air conditioning systems In any capacity. E ] 4. Owner shall obtain any and all required permits prior to allowing contractors to proceed with any of R322.A vapor retarder shall be installed on the warm-In-winter side of insulation. UNDER SILL AND OVER �GOLIED STRAP WRAPPED the work. RI001.1 Masonry chimneys shall be constructed,anchored,supported,and reinforced as required In this chapter EACH STUD W/ 12" MIN. UNDER SILL AND OVER g sanitary rly CS 5. All site work Including itar stem,utilities,easements.setbacks,elevations,drainage,,retaining and the applicable provisions of Chapters 3,4,and 6 with applicable clearances to combustibles and STUD BEARING. NO. G518 EAGH STUD W/ 12" MIN. a a in walls,etc.shall be In accordance with a site firesto plan prrepared by the owners surveyor.The Architect Is not pp g' BY SIMP50N STUD BEARING. NO. 050 responsible for site designs of any type In any capacity. Y SIMPSON 6. All work shall be performed licensed contracttors whom are experienced with the type of work being R807.I Attic access.An attic access opening shall be provided to attic areas that exceed 30 square feet and p p ra g have a vertical height of 30 Inches or greater.The rough-framed o eninh shall not be less than 22 inches 30 IR-30 INSUL. 1^V V INSUL. o 0 performed.All contractors shall maintain liability Insurrance and workers compensation Insurance in Inches and shall begocated in a hallwayor other readilyaccessible location.A 30-Inch minimum unobstructed iW/VAPOR BARRIER UP W/ VAPOR BARRIER UP � 23-024 connection with all work being performed In project. • • h 1. All materials,systems,equipment,fixtures,etc.sftiall be. installed in strict compliance with the headroom In the attic space shall be provided point e a some poin above, the access opening.See Section MI305.1.3 ° a • Z manufacturers written s ecific.ations and installation linstructlons including all clearances for service,etc, for access requirements where mechanical equipment is located in attic. p 9 TYP. FND. / FTC. GRADE TYP. FIND. / FTC. �La oD C�OL�Io PROJECTS-23-024 5.All contractors shall warrant their work in writin to the owner for a minimum period of two ears. q. The Architect shall not have control or charge of and shall not be responsiel for construction means, RbOb.1 Combustible Insulation shall be,separated a minimum of 3 Inches from recessed lighting fixtures,fan motors, ° ° GRADE methods,techniques,sequences,or procedures,or for safety programs in connection with the work or for and other heat-producing devices or separated In accordance with the conditions stipulated In the fixtures listing. EXP. JT. d ° PITGH FINAL GRADE EXP. JT. d acts or omissions of the contractor,subcontractors or any person performing any of the work,or for the Recessed lighting Installed In the building thermal envelope shall meet the requirements of 5ectlon N1101.3. AWAY FROM WALLS TYP. PITCH FINAL GRADE failure of any of them to carry out the work In accordance with the Intent of the contract documents in that DESIGN LOADJ� 4" 3500 PSI GONG. SLA AWAY FROM WALLS TYP. said responsibilty Is the sole responsibility of the contractor. _ _ 10.All exterior doors,roofing shingles,trim,siding,e:tc.shall be reviewed and approved by owner. 11. All Interior finishes In(Iudlncl but not limited to wall<.s,flooring,tile,etc.shall be reviewed with and ° • • ' °: • approved by owner. LIVE DEAD m m 12.All miscellaneous interior Items Including but not Ilimited to doors,trim,fireplaces.closet shelving,kitchen 5NON LOAD: 2"x4" 2"x4" cabinets,shelving.hardware,etc.shall be, reviewed iwith and approved by owner. 20 10 ROOF : PER :12 PITCH KEYWAY e ' 4 ,4 KEYWAY 13. Where existin walls, oste etc. are removed it 15 the responsibility of the contractor to provide, d g p P y P 40 10 DECKS / PORCHES ° d temporary support,shoring,bracing,etc.as require. OT(O 40 10 F ROOMS OTHER THAN SLEEPING ROOMS OTIN 30 10 5LEEPING ROOMS 20 10 ATTIG5 WITH STORAGE /= 10 10 ATTIG5 WITHOUT STORAGE �7 50F= 9 I 33'-2" 2'-8" 3'-10" 14'-10" 11'-10" IS'-5" II'-3" j" HR 2'-b" x 00 6'-8" SELF NEW 8" 'MU � CLOSI N6 DOOR WALL ON �N J axia F_ AREA OF 7'-10" 6'-10" 51-p" LQG3C�G�l�4GC�4 FOOTING I WORK 118 SF 2W G�ocaaoaC� adCaNJ(� - - - - - - L -- -- - - - - - - - -- - - - - - - % G3�WIEM IR&DD 9 MCI g0� 7noT: oa�aoo��� - - - - - - - - -_ - - - -� r - - -- - - - � - I LAVN EPDXY #4 `� I I I I iv I ❑ V A�R251 REBAR ® 12 - - --- ----- - - - - GWI55 GI2 GI2 n o O.G. VERT. _ - - - _ MIN 4" ( I I N r tL T MASTER F m 1 3 " x 5 ° ML 1.3 1�DR cV EMBEDMENT I I I f - - - - -EPDXY #4 - - - cV cryy = f" BATHN Nam; REBAR ® 12" I <Q MA5TER N I I I O.G. VERT. - I \\ @PR�L MIN 4" = I BDRM ry = �m • cr�`� %, , ! I I ( I EMBEDMENT I I I I '� 14'-O" N I I I I NEW 8 GMU I I I I �a 3 \ q '-s'� , f; I WALL oN i I I I ! Q -� \ N �)4 xft) I ax 8 I I 4'-10" 2��" o �, � � FOOTING I p�3 GEILIN6 ' �. '^�• �� t' in x E1i:.1N6 o' " I I I I " I I- _ -I in Q Q . ' FAN a _� FAN m }4: ` 10-II 2-O 6-2 2-0 10-1 I r, \ I= -- WIG \ '- 0 ' r = 24" BARN - - - m� \\ �� �� I I Q DOOR - -- - - - - - - - - - - - _j - - -- - - - J - - - - - - - - - - - - I x WD in Q 2'-0" WIDE x 1'-0" DEEP HAUNCH ( \ L - - J I - - - -� - 1 -� - N TYP. AT WALLS ABOVE i O ��U�000 - - - - - - - - - - - - - - - - -- - -- - - - - - - r- -- - - - --� I 0 LANO,tJG �- - - - - - x � _ 12-13-23 155UED FOR PERMIT -n� * �\ 4 "J N 0 �_ \ "J v 03-24-24 REVISED PER TOWN = I I I I I = _ / \ - GOMMENT5 23'-2" I - - - - - - - ( I' / \\ �o N N 04-08-24 REVISED PER TOWN COMMENT 08-2q-24 REVISED PER BOARD OF RAI5E EXITS WALL MIN 16" L_ - - - - - - - - L _ _ _ _ _ / \ qL ' TRUSTEES GOMMENT5 #4 REBAR 0 32" O.G. FILL ' x Q \\ i Oq-20-24 REVISED PER DEG _ CELLS SOLID WITH I r - - - � I cV LIVING \ � N �� APPROVAL - - - - I NON-SHRINK NON " I I ROOM \ x u� - 02-21-25 REVISED PER FIELD METALLIC GROUT TYP. EX. 2 xb FJ I I \ ® I6" O.G I IEXAGA�yVATED I I DIRECT I I ILIN6 \ \_ = CONDITIONS I6"XI6" GONG I I VENT II / FAN = \ c+7 FOYER =�r Q 03-03-25 UPDATED LOT GOVERAGE PILLAGE I I // i \ N 3 O6-2q-25 REVISED PER IA SYSTEM PER ON 4" GONG SLAB ON GRADE 5,500 I - - - I m \ 24X24X5 = P51 GONG. W/bxb 10/10 WWM 6 iPER ON CONC I ( I I / c� NN \\ AL16N x 01-25 25 REVISED PER TOWN L FOOTING Q MIL VAPOR BARRIER ON 6J - - J I I / E-� N COMPACTED 6RAVEL FILL 24X24X8 r f-- = _ \ 3'-O" = .: I FOOTING / - COMMENTS \ Oq-03-25 REVISED BASED ON ZBA � (4) I_3/4■ x�=I/8' LNL 2AE Rag - AND TRUSTEE FEEDBAGK <` W(3) 1' x IIS STL PLATE II-22-25 REVISED BASED ON ZBA -� _ L I \ = APPROVAL DATED NOVEMBER 21, O I I I I cuyy�LV 4XI0 P T \\ 4XIO P05T m 2025 COMPACTED BACAKFILL AT ( I T V // �FAN6 ISLAND \\ - t- 5-26 REVISED BASED PER FOUNDATION PERIMETER WITH I I = /� \ BOARD OF TRUSTEE'S GOMMENT5 GLEAN FILL 12' LIFTS® g5% I I ry A in n / V 01-30-26 FINAL PLANS APPROVED COMPACTION I = 00 - ABY 32'-5" KITCHEN \\ P`-b ON 12 5 ON I/14/26 AND ZBA 3-26 (77 a i FA Tx L - - - - - -- -- -- -- -- -- - - - - - - - - - - - - - - - - - - - - - J I �v v �t I I 3�' x5 ' MLI3HDR 3�' x5 13HDR 3�4x5 ' FOR \\ - - - - - - - - - - - - - - - - -- r - - - -- -1 r - - - - - --- - -- - - - - - AR251 AR251 AR251 AR251 FWH-bobs AR21 AR21 AR21 AR21 AR21 I I ( I GWI55 GWI55 GWI55 GWI55 Q FWT-2-6016 0I55 0I55 GI 5 0I55 GI55 EXACAVATIM m DE MINIMUS APPROVAL Dated I b3la-0 L - - - - - � W U 4-6 13-4 6-6 13-4 5-0 W W ° � " � � � ,'-2" 6'-1" 6'-8" b'-2" ,'-I" FINAL MAP P REVIEWED BY ZBA z u 42-8 33'-2" D ECISIO N# P4 . •-� O B B DATED: II woo O A-6 A-6 Z ti EGEND: Hm az 8 POURED CONCRETE NOTE: W < FOUNdDATION WALL. I. BOARD OF TRLISTEE5 APPROVAL NEEDED �il F OL Oi�OS2. DEC, APPROVAL NEEDED pa 17- ED FOUNDA.T1 ON PLAN 2"x6"' OR 2"x4" WD FRAMED }PROPOSED f= 1 RST FLOOR F ...AN 3. ZBA APPROVAL NEEDED A O � �' <HALL � I SGi41.16 I/4' I'-0" W.BSEA.I51DEG. w/ I/2 2 4. G IMPROVEMENT DEEMED DEMOLITION AND SUBSTANTIAL A E-4 � Q SGI4Li= I/4 - I-0 2"xb"' OR 2"x4" HD FRAMED 5. HOUSE MUST BE RA15ED AND ADDITIONAL FOUNDATION W Z O LL NOTE: <_ ..,._. WALLS ® 16" O.G. w/ 1/2" ADDED TO COMPLY WITH FEMA 6UIDELINE-5 O U) SMOKE ALARM TO CONFORM WITH R314 OF THE 2020 IRG. GARBON MONOXIDE G.W.B. EA. SIDE 6. FINISHED FLOOR ELEVATION MUST BE 8 FEET OR HIGHER O ''"' LL- I�I 9 I I T DETECTORS TO OF THE 2020 IRG AND SHALL COMPLY WITH SECTION ql5 OF THE 2020 a E-4 F O U I�l Z�A I`1 ON�l I`�O'I` C�: NOTE: OSD SMOKE DETECTOR 0 �+ Lu WINDOWS TO CONFORM WITH R310.2 OF THE 2020 IRG WHERE APPLICABLE 1. ALL FOOTIN65 SHALL REST ON UNDISTURBED SOIL OF 2 TSF GO GA E-=GT MONOXIDE FRAM I NG NOTES: a z o BEARING CAPACITY, SUBJECT TO CONTROLLED INSPEGTION. p I DETECTOR 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH !.L ®N�I� 'r I�1®'r C.�: I. ALL FRAMING LUMBER SHALL BE GRADED STAMPED DOUC�LAS W F FIR-LARGH STRUCTURAL GRADE NO.2 OR BETTER. RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR a' 2. KEEP FOOTING, BOTTOMS WELL DRAINED UNTIL FOOTINGS ARE EXHAUST FAN MIN 75 CFM APPROVED EQUAL. IN PLACE, PUMP AS REQUIRED. 1. ALL CONCRETE WORK SHALL CONFORM TO AGI 301-qq; CONCRETE SLABS SHALL BE 3500 P51 STONE CONCRETE; ALL ADD TOP PLATE AS 2. ALL SHEATHING TO BE APA RATED EXPOSURE I. 5/8" MIN. 3. CONSTRUCTION JOINTS IN FOUNDATION WALLS SHALL BE NO REQUIRED TO MATCH q. PLYWOOD SHEATHING TO BE NAILED WITH 8D @ 4" O.G. MORE THAN 50 FEET APART AND NO LESS THAN 4'- 0" FROM ANY EXTERIOR CONCRETE WORK SHALL BE 4000 PSI AIR-ENTRAINED. ADJACENT WALL T.O.W TO THIGKNE55 OR AS NOTED. SLABS ON GRADE SHALL BE NORMAL WE16HT CONCRETE. BE q" EXTERIOR EDGES AND 6D @ 12 O.G. INTERMEDIATE. @ a PIER. REINFORCEMENT SHALL BE CONTINUOUS THROUGH -o" CONSTRUCTION JOINTS. DO' NOT USE HORIZONTAL CONSTRUCTION 2. ALL REINFORCEMENT SHALL BE DEFORMED TYPE 3. ALL SUBFLOORING TO BE APA RATED &TURD-I-FLOOR. d JOINTS. INTERMEDIATE GRADE NEW BILLET STEEL CONFORMING TO A5TM EXPOSURE I. 5/4" MIN. THIGKNE55. ALL EDGES OF PLYWOOD TO 10. ALL ROOF RAFTERS SHALL ATTACHED TO THE PLATE AND 4. SLABS ON GRADE SHALL BE PLACED BY STRIP PLACING A-615 GRADE 60. I NT. FINISH NOTE:S BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD STUD WITH GALVANIZED HURRICANE TYPE H7 CONNECTORS BY METHOD (MAX. WIDTH 30 F7. BY INFINITE LENGTH) WITH CONTROL 3. TEMPERATURE REINFORCEMENT, SPLICES, SUPPORTS FOR SUBFLOOR TO FLOOR JOISTS. 51MPSON OR APPROVED EQUAL. JOINTS (SAW GUT) MAX. 30�'- O" O.G.; CONSTRUCTION JOINTS SHALL REINFORCEMENT SHALL CONFORM TO REQUIREMENTS OF AGI-50 I - ALL SPACES WITH AREA OF WORK SHALL G�G�Oc�JCCS'l�#o 23-024 RECEIVE (1) GOAT OF PRIMEER AND (2) GOATS II. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI BE LOGATED ALONG LEN6'TH OF PLACEMENT AND AT ENDS OF MIN. OF INTERIOR LATEX PAIINT BY SHERWIN 4. ALL HEADERS 6-O AND OVER SHALL BE SUPPORTED WITH 4. CONTINUOUS REINFORCEMENTS SHALL BE LAPPED 48 DOUBLE UPRIGHTS q O AND OVER WITH TRIPLE UPRIGHTS. ALL SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL PLACEMENT. WOwLIEAR)M5 OR APPROVED EQUAL. (COLOR BY � �- �� JOISTS, � o DIAMETERS AT SPLIGE5 AND CORNERS AND HOOKED AT NON- GIRDERS AND HEADERS SHALL HAVE BEARING C�QD L�OL�G PROJEGT5-23-024 CONTINUOUS ENDS OR EXTENDED 24 BAR DIAMETERS UNLESS 2 - ALL GEILIN6 SURFACES SHALL RECEIVE (1) HEADERS SHALL BE A MINIMUM OF 2-2X8 OR AS SHOWN ON OTHERWISE NOTED. DETAILING OF ALL REINFORCEMENT SHALL LAYER OF 1/2" GYP. BO. W/ i(1) GOAT OF DRAWINGS. STIFFENERS INSTALLED A5 PER MANUFACTURERS BE IN ACCORDANCE WITH AGI 5P-66. (88) PRIMER, AND (2) COATS OF SHERWIN WILLIAMS RECOMMENDATIONS. WEB STIFFENERS SHALL BE REQ'D AT ALL OPENING SIZE LO�GATION HEADER SIZE MINIMUM BEARINO INTERIOR LATEX PAINT, COLOR TO MATCH 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE I-3/4" LVL DD L3Q°UWJi �G`�C #o 5. PROVIDE TWO #6 ALL SIDES FOR OPENIN65 IN CONCRETE EXI5TIN6. RIM JOIST SHALL BE REG'D AT FLOOR PERIMETERS. HANDLING, LE55 THAN 4 FEET EXTERIOR WALL (2) 2x8 51NOLE JACK, AND KING STUDS WALLS UNLESS OTHERWISE NOTED. EXTEND BARS 2'-0" BEYOND 3 - CONTRACTOR SHALL PROVIDE t: INSTALL FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED @ 8-O O.G. OPENING; HOOK ENDS. ALL STANDING AND RUNNING TRIM. PRIME 4: PROVIDE 2" AIRSPACE FOR AIR CIRCULATION IN ROOFS. STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER 4 FEET TO 6 FEET EXTERIOR WALL (2) 2x10 DOUBLE JACK, AND KING STUDS PAINT 5HERWIN WILLAIM5 5E:MI-&L055 FINISH MANUFACTURERS RECOMMENDATIONS. 6. PROVIDE SLEEVES AND BOX OUT FOR OPENIN65 FOR (COLOR BY OWNER). OVER 6 FEET EXTERIOR WALL SEE PLAN SEE PLAN MECHANICAL TRADES. OPENINGS SHALL BE PLACED 50 AS NOT 4 - COORDINATE FIN15H OF ALL DOORS WITH 6. DOUBLE FRAMING AROUND OPENIN6S(5kyIIght5,5toIr5 etc.) OR AS TO AFFECT THE STRENGTH OF STRUCTURAL MEMBERS. OWNER. NOTED ON DRAWIN65 12. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF I/2" DIA. LE55 THAN 4 FEET INTERIOR WALL (2) 2x8 SINGLE JACK, AND KING STUDS . MACHINE BOLTS ® 12" O.G. 5 - COORDINATE FINI5HE5 FOR ALL COVER 4 FEET TO 6 FEET INTERIOR WALL (2) 2XIO DOUBLE JACK, AND KING STUDS 7. BEFORE PLACING CONCRETE, CONTRACTOR SHALL SUBMIT FOR PLATES WITH OWNER 7. DOUBLE UP FRAMING ON ALL POSTS AND PARALLEL PARTITIONS REVIEW A COMPLETE 5EQUENGE OF PLACING SCHEDULE. b - COORDINATE FINAL FLOOR FIN15HE5 WITH 13. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. OVER 6 FEET INTERIOR WALL SEE PLAN SEE PLAN INDICATING ALL CONSTRUCTION JOINTS, TIME SCHEDULE, AND I O► N OR AS NOTED ON DRAWINGS. GUARANTEE OF CONTINUITY OF CONCRETE SUPPLY. 14. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS, SPACING NOT TO EXCEED V. I i ,I CHIMNEY CHIMNEY ;L iI J - Ili O - it is d- JL it U 12 „.� _II_i_..� �_. 12 I# Jt oigu G� M. RMH 9 M.U.M. NEW CEDAR ROOF SHINGLES ON " t� h it Ey I` QG3C�G��4CC�4 t3 I , 1 II 1; €# NEH CEDAR ROOF SHINGLES ON 12 ,, #30 FELT PAPER OVER 1/2 PLY L l !u I LJ € ul 'i !� iL.;. ii Jt V iE i n # ' R- r I #30 FELT PAPER OVER I/2 PLY ­lr WD SHEATHING. . �' it tt WD SHEATHI _ �...� 1+^ . i �t :.. !! 12 it ..Il _T . ..�._.....__.. _..._.....,:..1 ..._:€ .. .,:.. ._..::.... ._ __ - ...Y;! ,E . i€ Q�MCG3G��QD G`]w7 0„ n EI �#:' 1 9 U �Q� fi i I N k k I_ u ' L : I .: ( ILJ u # u.. 'I I ; Q II ' ;, :: I' y :, :: i= AZAK TRIM - - !._ u li !i i ,! i; 4 :I :: :: 11 :! it i E: _ 1' �nJi I I. i TYP. : --r— ;.•- .: _ _ , EI �l_.._ _ �If � ��C_ 1E_ � I i €! p..._T , � TRIM :: Tir I it It 1i it .O. WALL K ;::._ � ... ,_ .�......1 fl bt q" TYP ELEV. I �_ . — ❑ n if -.. 11 1 11_.. .. ..... . E T.Q. V HALL �-`I ��Q�❑ 4 CEDAR BOARDS CORNERS TYIP. A I A I A I Fwr3116 _�_ 1L ' - A I A I A I A :_,W A I A I A I A I A I 1 " 4" CEDAR BOARDS F OIb _ F61121 ❑ ❑ COIRNERS F a. 4" CEDAR TRIM ,' I GI2 cI2 4 CEDAR TRIM r ii r .. - i TYP. �C • ::. �..... GI2TYP. #i L. I a i. L� ;L :I-..- _ ;' NEW CEDAR SHINGLES a k E � :: ! �L.;_.!. !L w-.1L. -,J IF v:1, I . TYP. NEW CEDAR SHINGLES GI35 GI35 GI35 T T � €; ! i ANNDD t OTTER 7ER ` ,• .. 1 E, it ?�• 1, IE —� ...... v �._ _F �.•� GI35 GI35 GI35 GI35 GI35 f i ! TYP. P. if 1 !1 iE It E I� SYSTEM LI-1 TYP. 1�. E,`' if !: :: -.� ....#._.J' i.._ I _.1 _. 1. :...�t.;.. il. ,: EE {• .li I 00 IlitE #,. .4 1 , ._a: �, :: ! :: LFWT3168 , ! l: !E i '`_ �1kk G 5 GI55 GI55 R L LJ l L_. _... _ _ _1 rr ,� � � E !; :� � I FINISH FLOOR � ;, I i it I ! i `�,;� t :.'• 3 !! !# q 0. II , s ' FINISH FLOOR I wh ba # I ' I ' ELEV. b-O i ELEV b'-Ott i s Ei is # is I IV 00 10 �UQV�o COPPER LEADER I AND GUTTER CHILD SAFE CHILD SAFE CONCRETE CHILD SAFE CONCRETE12-13-23 155UED FOR PERMIT CHILD SAFE I CHILD SAFE I I I I I I I I I I I STOOP ATOP W/ RAILING PER I STOOP ATOP W/ RAILING PER RAILING PER SYSTEM TYP. RAILINI6 PER RAILING PER 03-24-24 REVISED PER TOWN — �� 2" BLUE STONE COMMENTS — CODE — CODE GODS' _ CODE —_ _ — 2" BLUE STONE 04-Ob-24 REVISED PER TOWN COMMENT C, FROPOSED FRONT ELEVAT I ON i�fi�0�'OSE D L�E �=T�E�L�VA �11 N Ob-2a-24 REVISED PER BOARD OF TRUSTEES GOMMENT5 SGhLfS 1/4" " I'-0' SGI4L.f5 I/4' I'-0' APPROVAL V15ED PER DEG 02-21-25 REVISED PER FIELD GOND I TI ON5 03-03-25 UPDATED LOT COVERAGE Ob-2cI-25 REVISED PER IA 5Y5TEM DE51GN CHIMNEY CHIMNEY 07-25-25 REVISED PER TOWN I I, i GOMMENT5 - Oa-03-25 REVISED BASED ON ZBA 1 j AND TRU5TEE FEEDBAGK 11-22-25 REVISED BA5ED ON ZBA it i I[.]it....,....it APPROVAL DATED NOVEMBER 21 p! �_ iu �Jj 2025 11 - - r.x.......,..._... ... .... ,....._E...a..t.-�. .........1:.:......... ....... .lt..l.._._:(...,..::...... NEW CEDAR ROOF SHINGLES ON !` OI 05 26 REVISED BASED PER 1! I....i._ I.. ..... BOARD OF TRU5TEE 5 GOMMENT5 ;;...._... ..�L•... n ,.... L....L_._!.:,.... ..._... ..�..,,.....w..............: .. ROVER I/2" PLY#30 FELT PAPS ` # :: :r 12 _ I �I Ali......1.. . .....l'_..L.. .....1[... L_ !il...._L....1� ._ ._...L. . '1 ....., 12 OI 30-2b FINAL PLANS APPROVED ji ii....Ji ,':... ._wil._J�.,_LE Il._II .'._..,.-. .._I��.........:� li. �._.�.:.�€_..;_�.�._�'t.._�........-::!i_......... 12 n WD SHEATHING. NEW 6WAR ROOF SHINGLES ON 33 " I#i I #50 fFE.LT PAPER OVER 1/2" PLY BY TRUSTEES ON I/14/26 AND ZBA g'i � II I... .. .........::._.R. .. _.,r_.1€_ �_ L,!. ` .', i If Y 'L...w.».�'. ii y{ li WD SHHEATHING. .aL- _..;i....:_IL. i.... . ,E.........1R...,�. .,..�!..::._. ....€�... r • i.. ......... .. �_... -. _.:.. ......'C_... ..... ....J�__.._...r. . ..._..L.. �. :Lr. ._iL_._ ... .... ...... ---.._... ..I� _.�... ..'1[::� 1C... I � ..�....�.. ,,... ..... . II2 i E! ^' r� r""'?t -•, %`r. li g ii E i ! -. ii ! �_...IL... i -. IL_1... �( ......1..._. ... iE_..L.. 1 ._ li......1... 1.....1.....1(....... #! n _-::_ A_.. li....A, li_....... ..... - _. ,L._...- .� _. .a #I 5..� _�: II ! i; ! j ( . t5 r n......._., -r R I- _.... AZAK TRIM :: I, r f: :: n .! .E :: :, f if I 1. j f } ! li :. ! �:T—E"E'•....p.. :: -,r r -� ,.—. �. ,. .1: , I;. ::_,:...�.�� t I __. _.11 t_,.,_.J,._T,.. !: �t -t r :: 4 TYP. i j C - -1 1 .. .. .. :: .. .......,_ :: .i"�' '?r' 1-P--^`- T.O. WALL AZAf� TRIM i........... ...... # l L. I II Ir _.L... :...[...... _... .al ..... _...L.. .i I : . :. ,. .L.._..�........�...._I..,..�._...,I.....L.: �.�..._,.:_....I_.... .....�... .. ... ......�. ...IL.....1€...._L_ �...._�......I...-� ....._#i..._.L. TYP ELEV. I&' ci" t It — � 11 11 •E..d.....n_i 1_.' ` � ELEV. Ibt atE . .1... ... i I ;�' �.I�` j ._� .'I .. _....__' _._..II._ :1 I 4 G A A n ! A 51 A 51 A 51 BOARDS . ...It ., ........11 _... I .... I 4 C�AR BOA 7.� tu Cor�zNERS# • � . • GI2 GI2 . _.......... r . ::...._._ ....! 1L.._ ,�.._..._;.... _... 4 CEDAR TRIM n -,��• g ,! _, ! ; 4 CEDAR TRIM !l7 if !! ## TYP... .. .: a .... :#.... {{ ii , ......__.. , .. �1..... ._._,r f � T � r ##'r #�. , r ...... ...lt .....11... _...fii...._�.1 1(x:+. ....1_t.�...r ....._� ..._ .... _._1C.....1[ L ! : :.._.. 1 COPPER LEADER i is !i i NEW CEDAR SHINGLES T n �..,.... ! GOP'PER LEADER �: 11_. I_..:.. .._. ..!:. iC ( i L11I C ! ii �. � �-�r` t _i� 1,.__ . : ... ....1C.,. L_...,.. .'!. L.. .. NEW CEDAR ' cwlss GWI3s GWI35 j! ;; f AND GUTTER AND GUTTER L Wi l' i.l II II EEII !� ..... .... ....: !! ! b SYSTEM TYP. J ... .. I... . i. SY E ...........SHINGLES TYP. ! :: # :: 1 .. r TYP. ,,.....;. .. .. ..._ ..... ........._..(......It .. ..... ...a. I: ! ! �-,� 1L. U !:i :: €• :: !: __�:__�;1 p; i I; :: .. I� -...,. 11._J�. i _ _ L..:. -i .„.:...r 1L_..J' -L CHILD SAf1� I i i GI55 GI _; llrr ..11 ,! '• it f ,! s � 55 GI55 N ._.1Li: EI .1L�_� .�� .J r L_L. .11 _... _.... .. ... _ ._:-......__:,..... _.... .._ ...L_...__,.... i it .. ! RAILING P'ER �( � 1 Ei is J-111 i 1........ ..1. 1. # I II _.:..�.._ .-..�� ......�__.__ il_._..::.�.::._F. ..�.�i .._ E.�. ::_.. f«€. :....::.. .:... .. .�. .f. CODE ��� � !! � ,, i[ •. , '� .: !: FWH- 68 .. .. - w 1 .�I_ ii_. L_a:._J I i I :: i 1 ' / 'I ,-.� f . . INISH FLOOR ! : I 1., i ,�.. ! w A li I I! 11 S a i; g _. I • z .. ! I x .. :: :! �: ! � ,! ii L }3 i � � ii � is t " yt I. II I r LEV. 5-O _ I �,.I• � �.. 1 �� FINISH FL is II ELEV. b'-O (� x O CONCRETE I I I I < C.ONGRETE STOOP ATG)P W/ '� HR 2'-b" x I C.ONGRETE E-+ CONCRETE CHILD SAFE STOOP ATOP W/ 2" BLUE STOONE I I I I I I I STOOP ATOP W/ '� CHILD SAf� I I STOOP ATOP W/ RAILING I 6-8 SELF W CODE RAILING PER _ _ 2" BLUE STONE CODE _ _ � 2" BLUE STONE � _ � _ � _ � _ CLO51 NG DOOR _ _ � _ � 2" BLUE STONE 0 �, Lu ®E �t1� J APPROVAL � E � o CHILD SAFE Dated A 0 00 Lu jP ' Oi�OS��D�R�EAfi� L VAT I ONF�T�lCODE G f'ER a.�. E � Hfi�Ofi'OS�D LEL�VAT A N C o � ZO sc,�Lf� I/4' I'-0• FINAL MAP 0 HOLD DOWN CONNECTIONS 0 E (REQUIRED AT EACH OVERHEAD GARAGE DOOR JAMB) REVIEWED BY ZBA 9 SECOND FLOOR ATTACHMENT DECISION# a �� a z (REQUIRED FOR ALL NEW CONSTRUCTION AND SECOND FLOOR ADDITIONS) DATED: J W 4" V. T ROOF L00 'SIMPSON' HDQ8 \ _�---2-16D COMMON 00 R' NAILS @ 6" O.C. 'SIMPSON' HDQ8 � � fl FOR FULL LENGTH ATTIC l� OF STUD BLOCKIN ..___-- 2-16D COMMON 13ATH A H a a NAIILS @ 6" O.C. IK TGHEN �M ROOM @ ENDWAL II FOR FULL LENGTH II OF STUD 23-024 0 END N 1 _ C�3 ENDWAL II u OC „ 1 I I/2" l l I I/2"1 1 1/211 111/2 2t' AV. 2"1 I I/2"I 1 1/2" @°Q.DD TRUE' PROJEGT5-23-024 SINK 1 L LAV. 'SIMPSON' HDQ8 tl_ e a W.G. W.G. I I F.A.I. OR At' 5H0 R I SHO R WASH'SIMPSON' PHD6 ` ..; D e •. • :'.' 4 FIRST FLOOR FIRST FLOOR ATTACHMENT - (REQUIRED FOR ALL NEW CONSTRUCTION AND FIRST FLOOR ADDITIONS) 7/8" DIA. THREADED ROD EMBEDDED G.O.G.O. ALL STRAPPING, ANCHORS, HOLD DOWNS, 12 1/2" INTO CONCRETE W/ 'SIMPSON' ET GO I TO EXISTING & ADHESIVES TO BE INSTALLED AS PER (HIGH STRENGTH EPDXY ADHESIVE) & FOR 4" SANITARY LINE 4" 5ANITARY LINE APPROVED MANUFACTURES SPECIFICATIONS. TEMPERATURES (10 DEG. TO 40 DEG F) USE 5EPTIG 5Y5TEM XHGI 'SIMPSON' AT (HIGH STRENGTH ACRYLIC ADHESIVE) HOUSE TRAP SOLD Ql***�IN GONN��G�T �11NS FLUMBINIS RISER DIAGRAM � scnL� NTS 7 O I I ROOFING NOTES: �. I. ALL ROOF SLOPE AREAS SHALL BE GLEAR GEDAR SHINGLES ON 30 LB. FELT AND 5/4" GDX. PLYWOOD OVER ROOF FRAMING. lbs. GONTRAGTOR TO PROVIDE MEANS OF rr — — — -I� 2. PROVIDE GRADE ICE 4 WATER SHIELD AT LOWER 36" OF ALL FREEZE OTm'n IZl 51 WNNMT FOR: L - - - � I -- - -- - - - Q SLOPED ROOF AREAS AND AT ALL VALLEYS. P3103.1 ROOF EXTENSION. �� - - - - -- - --- - - - - - - - - - - - - - - - -T OPEN VENT PIPES THAT EXIENDTHROUuHA 1 SHALL ROOF BE TERMINATED NOT LESS 'THAN b' e�LG�G� Aell - o 9 I I 052 MM) ABOVE THE ANTIGIPATED SNOW LaRMUUIK�v L— — — — — — — — — N AGCVWLATION,MIC4 EVM 15 GREATER — — — — — — — — — — — — — -1� 1331032 FROST CLOSURE. 2�0 G30O Q aoa1E ad1EaUL9 WHERE THE cM5-PERCENT VALUE FOR QOM[ G3CZILLQD9 G`dl�'T �O� OUTSIDE AIR TEMPERATURE 15 O"F (-116-C) OR LESS, VENT EXTEN5IONS THROU61+A — I ROOF OR WALL SHALL NOT BE LE55 TH1AN ® I I I I I 3" (16MM) IN DIAMETER. ANY INCREASE IN 1 1 1 -0 THE SIZE OF THE VENT SHALL BE MADE NOT LESS I. GLa[Lo 1 I I I 1 I THAN I FOOT (304.8MM) IN51DE THE TMERMAL ENVELOPE OF THE BUILDING A. 11 11 �—_ T"rF I GAL NOTES: ;� ^ ; h • @�'}fit. I I I I ( r J � 1 1 HEADER: — — ______= J I MIN.HEADER5: 3-2"x8"AT 2x6 WALL5,AND 2-2"xb0 AT 2x4 WALL5/PARTITION5,UWE55 RIM BOARD: NOTED OTHERWISE N.N.OJ. SPANS OF 6'-0"AND OWER;SUPPORT w/DBL.STUDS, q'-0"AND AT TJI ENGINEERED FLR J015T5,BY WEYERHAEU5ER,(LEVEL;U5E MIN. I"e-RIM BOARD(or EQUAL) i...� _—_—_—_—_— —_— —_—_—_J_ — OVER;SUPPORT w/TRIPLE STUDS. PROVIDE METPLL TIES(51MP50N L5TA21,or EQUAL)FROM EXCEPT AT PORCHDECK HAILERS;USE V'a"RIM BOARD.ALL INSTALLATION DETAILS MUST FOLLOW HOP,TO JACK STUDS AT EXTERIOR WALLS SUPPOR:TIN6 ROOF STRUCTURE. �� 1 1 1 MFR.SPEGIFIGATIONS.USE 2-2x4 VERT.SQUASH BLOCKS(PER JST� UNDER ALL BEARING PARTITIONS d • � ' ^` l' RR NENI 21680.G NEW 2 x10„ I i I (, PO5T5. _ RIDGE 1 I F,45GIr4/ SOFFIT: : 1 1"x6"FA5GIA w/2"x 5UB-FA5CIA(A5 NEEDED), SOFFIT: MATERIAL(TBD)w/GONTINUOU5 5GREENED SMOKE DETECTORS: �S 1 NEW 2"x8' I I VENT,VERIFY ALL DETAILS,TRIM,ETC.-OPT.VERS�ATEx TRIMBOARD(or equal)AND/OR T46 WOOD INGLUDIN6 GARBON MONOXIDE DETECTION: PROVIDE BOTH A5 PER CODE,TO BE TRIM A5 5ELEGTED. INCLUDE 6UTTER5 4 LEADER5„A5 APPROVED BY OWNER. HARD-WIRED AND INTERGONNEGTED. (NOTE: ALL DEVIGE5,MAY NOT BE SHOWN: VERIFY ALL RR ® I6 O.G — I LOGATION5,ON ALL LEVEL5). 5UB-FLOOR: HINBUIE103 % THICK,A.P.A.RATED PLYWOOD,ALL ED6E5 OVER 50LID BLOGKING,GLUE d NAIL PLYWOOD TO Q I I FLOOR J015T5/FRAMIN6.-(VERIFY 5PEGIFIG UNDERLAYMENT REGUIREMENT5 FOR ALL FINISH FLOOR 12-13-25 ISSUED FOR PERMIT 1 1 I 1 MATERIAL5 A5 5ELEGTED BY OWNER). 03-24-24 REVISED PER TOWN GOMMENT5 ry I 1 04-08-24 REVISED PER TOWN MENT III'-10" 08M2q-24 REVISED PER BOARD OF I IC, I TRUSTEES GOMMENT5 RESHGEGK GOMPL I ANGE Oq-20-24 REVISED PER DEG 1 INSULATION VALUES SHOWN ON SECTIOIN ARE USED FOR RE5GHEGK APPROVAL 1 GOMPLIANGE ALL VALUES MEET MINIMIUM REGUIREMENT5 02-21-25 REVISED PER FIELD SEE AIR LEAKAGE DRAWIN65 ON A-q FOR ADDITIONAL GONDITION5 REQUIREMENTS 03-03-25 UPDATED LOT COVERAGE 06-2q-25 REVISED PER IA SYSTEM c4 O ANDERSEN 400 SERIES WINDOWS TO GONFORM WITH R310.2 OF THE DE5I6N 2020 IRG WHERE APPLIGABLE. U—FACTOR: AND 5HGG U5ED PER 01-25-25 REVISED PER TOWN fV ® MANUFAGTURE5 VALUES. GOMMENT5 /I ICE BARRIER TO BE INSTALLED MIN 24" INSIDE THE EXTERIOR WALL Oq-03-25 REVISED BA5ED ON ZBA •c I/�' LINE OF THE BUILDING A� -DTRU5 FEEDBAGK I 1 ED BASED ON ZBA MEGHANIGAL DRAWIN6 TO BE FILED AST LATER DATE. APPROVAL DATED NOVEMBER 21, 2025 01-05-26 REVISED BASED PER BOARD OF TRU5TEE'5 GOMMENT5 EXTEND WAIL TO q'-ON RECONSTRUCT EXI5TIN(9 01-30-26 FINAL PLAN5 APPROVED �/ ROOF 552 5F BY TRU5TEE5 ON 1/14/26 AND ZBA llIT1T� 1T1T1T1T1T �71T1T1T1T1T�171T1J1T1T�1ZITIT1T1T1T1ILlZI- ON 1-23-26. i .. PRDP05M SOFFIT L16HT5 NOTE: ROOF RENOVATION 15 LESS THAN 50% C, ROF OSED ROOF PLAN- DE MINIMUS,s4P ROVAL /SGI4LE I/4" I'-0' Dated Z NOTE: W U NOTE: Rg05.1.1 UNDERLAYMENT. UNDERLAYMENT SHALL Z Rg05.1.1 UNDERLAYMENT. UNDERLAYMENT SHALL COMPLY WITH ASTM D 226, TYPE I OR ASTM D 486g, COMPLY WITH ASTM D 226, TYPE I OR ASTM D 486g, TYPE I $11. Rg05.1.2 ICE BARRIER. AN ICE BARRIER FINAL MAP W A z TYPE I V I. Rg05.1.2 ICE BARRIER. AN ICE BARRIER THAT CONSISTS OF AT LEAST TWO LAYERS OF Z 1-' THAT CONSISTS OF AT LEAST TWO LAYERS OF UNDERLAYMENT CEMENTED T06ETHM OR A SELF REVIEWED BY ZBA A In UNDERLAYMENT CEMENTED T06ETHER OR A SELF ADHERING POLYMER MODIFIED BITUMEN SHEET SHALL DECISION Qi • � V ADHERING POLYMER MODIFIED BITUMEN SHEET SHALL BE USED IN PLACE OF NORMAL UNDERLAYMENT AND yelp�p� i� LU BE USED IN PLACE OF NORMAL UNDERLAYMENT AND EXTEND FOR THE LOI^E5T ED6E5 OF ALL ROOF DATED: EXTEND FOR THE LOWEST ED6E5 OF ALL ROOF SURFACES TO A POINT AT LEAST 24 INSIDE THE Z � SURFACES TO A POINT AT LEAST 24" INSIDE THE EXTERIOR WALL LINE OF THE BUILDIN6. TYPICAL RAFTERMATE5 EXTERIOR WALL LINE OF THE BUILDING. TYPICAL ENTIRE LENGTH < 12 12 RAFTFRMATES OF ROOFROOF ASPHALT F, In 9:I � EXI5TIN6 RR TO BE ENTIRE LENGTH 12 f5 WIND( EXPOSURE BY 5HINeLES RATED I30 MPH ED M A REMOVE TO RAISE EX OF ROOF GERTAINTE OR E0. ON #50 W E� O O C) 12 ® WALLS ton FELT PAPER OVER 5/8" PLY O rL ATTIC WD SHEATHING. A H .-4 H R30 CLOSED 0 [� ti CELL SPAYED t NEW.2X8 RR® :..< . W Z O LU ;.. rr ON INSULATION T.O. WALL 16'O.G. ATTIC T.O. WALL U1 O M U2 � r>NOTE: VERIFY T.O. ELEV. 16 -q NOTE`.: VERIFY T.O. 2X$ GJ 0I6 O.G. ?)C8 GJ® I6 n x'� i WALL ARE MIN 9 g '-O" 2X8 CJ WALL ARE MIN '-O° _ O:G. 16'-6 Y ELEV. a E-+ Q ADD BLOCKING AS (2) 1-5/4' x I1-1/8' LVL ® 16' O.G. ADD BLOOKIN6 AS n m O REQUIRED TO MEET RAISE EXISTING WALL REWIRED TO MEET (4) 13/4 x 11=1/8 MIN. HE161'�1T IN FIELD. 2AE GIRDER TO q'-0' TO MATCH MIN. 4HEI6HT IN FIELD. � LVL 2AE GIRD)=R � NEW(2) I �' x q a O Q. 3� x 5 MI 13 HDR FAMILY W 0) I x 115 5TL PLATE R30 GLO5ED EXI5TIN6 ON IN5lA_ATICNy W(3) I' x 115 STL • LyL Z ROOM CELL SPAYED 34" x 5 j' ML 13 HDR PLATE FAMILY �Wy CONT ROOM MASTER a �' CEDAR SIDING n CEDAR 51DIN6 [� FINISH RR ELEVATION 8' 4 CONC SLAB ON GRADE RAISE EXITS WALL MIN I6 FINISH FIR ELEVATION V " GONG 5 O N I" RIGID INSULATION I" RIGID INSULATION i I RAISE EXITS WALL MIN I6 15# BUILDING PAPER IN MIN ABOVE GRADE 3,500 PSI GONG. W/ 6X6 KITCHEN #4 RE AR ® 32" O.G. FILL 15# EiWILDIN6 PAPER IN MIN. ABOVE 6RADE 5,500 P51 C:ONG. W/ 6X6 i- #4 REBAR 0 52" O.G. FILL 10/10 WWM 6 MIL VAPC� CELLS 50LID WITH 10/10 WWM 6 MIL VAPOR CELLS SOLID WITH 1/2" PLYVC)OD SHEATHING BARRIER ON 6" 2'-0n NON-SHRINK NON 1/2" P'LYWOOD 5HEATHIN6 6' MIL.VAPOR BARRIER BARRIER ON 6" I RIS INSUL 6' MIL.VAPOR BARRIER COMPACTED GRAVEL FILL MIN METALLIC, GROUT TYP. 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C ._. ...x .. .. ..0 { _3 .. ..1..€. . _ Ofi'OSEU FRONT ELEV.AT I ON ED RIGH�TELEVA�,TI ON D��MCo 12-13-23 155UED FOR PERMIT 03-24-24 REVI5ED PER TOWN GOMMENT5 04—OS-24 REVI5ED PER TOWN COMMENT 05-2ci-24 REVI5ED PER BOARD OF TRU5TEE5 GOMMENT5 Oa-20-24 REVI5ED PER DEG APPROVAL 02-21-25 REVI5ED PER FIELD GONDITION5 03-03-25 UPDATED LOT COVERAGE 06-29-25 REVI5ED PER IA 5Y5TEM DE516N 07-25-25 REVI5ED PER TOWN GOMMENT5 OCI-03-25 REVI5ED BA5ED ON ZBA AND TRU5TEE FEEDBACK II-22-25 REVI5ED BASED ON ZBA APPROVAL DATED NOVEMBER 21, u1lr�er 2025 OI—05-26 REVI5ED BASED PER F1, BOARD OF TRU5TEE'5 GOMMENT5 ' \ D�Afi OI-30-26 FINAL PLANS APPROVED BY TRU5TEE5 ON 1/14/26 AND ZBA rLy. I. ... Iti. ... �.. J U�� I.. . . I... TI . I. ` z c. ..i... f. . l,_ . .I.. T.. .. C..[.. _.i.I I. .x.. TA. / I _1 1 �. I.a_I.L.. - .. .. 01 I € un cns uss I 4 4 Io INISN OOR I FINISH -O I 6 q��� � �, II'-10 �, �, II'-10• �, L L z_ z wA X z ►-' < PROPOSED REAR ELEVATION �L�V�AT I ON x SGftl.� 1/4' I'-0' SGAI..> I/4' I'-0' z Z ~ W � w < ox OL w E 00 DE MINIMUS APPROVAL A H ,-4 H Dated 1 .3 w Z � 00 Q o0cor wE FINAL MAP � o O REVIEWED BY BA a w O DECISION# 36 a QL DATED: _ __ ❑❑ a � O a� o a a pG30J�C�4#o 23-024 C�LI oD POEM', PROJEGT5-23-024 Daa�aac�#o 9 OF 9 BOARD MEMBERS %OF SUUr Southold Town Hall Leslie Kanes Weisman, Chairperson ,`O !O 53095 Main Road•P.O. Box 1179 Patricia Acampora Southold,NY 11971-0959 Robert Lehnert, Jr. Office Location: G Nicholas Planamento p� Town Annex/First Floor .c` � Margaret Steinbugler COU 54375 Main Road(at Youngs Avenue) Southold,NY 11971 http://southoldtownny.gov RECEIVED ZONING BOARD OF APPEALS 4"IL4 G 9'gTOM TOWN OF SOUTHOLD NOV 2 Q 20 Tel. (631) 765-1809 FINDINGS, DELIBERATIONS AND DETERMINATION PL MEETING OF NOVEMBER 20,2025 Sou#hold Town Clerk ZBA FILE:No. 8011 NAME OF APPLICANT: Thomas Smith PROPERTY LOCATION: 3121 Oaklawn Avenue, (adj. to Jockey Creek) Southold,NY SCTM No. 1000-70-6-10 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 March 12, 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 and adding that no stormwater runoff resulting from the proposed development and site improvements should be discharged into the adjoining body of water. 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 April 23, 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 the LWRP policy standards and therefore is INCONSISTENT with the LWRP. Policy 1. Foster a pattern of developrzen'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. 1. The structure is located within a 1% Annual Chance Flood Hazard area(FEMA Flood Hazard). 2. Expansion of structure increase in Lot coverage of 24.6% (amended September 24, 2025 to 23.17% lot coverage) within this area should be avoided or minimized due to repetitive loss from storm damage, including hurricanes. 3. Groundwater elevation is expected to rise over time in this hazard area. However, with the conditions imposed he"rein for required approvals from the Southold Town Board of Trustees for the single family dwelling and approval from the Suffolk County Department of Health Services for an IA wastewater treatment system,and with the denial herein by the Board of Appeals for the proposed accessory hot tub, pergola and second story addition to the garage, the ZBA now determines that the action for the as built reconstruction of the existing'single family dwelling is LWRP-CONSISTENT Page 2,November 20,2025 #8011 Thomas Smith SCTM No. 1000-70-6-10 PROPERTY FACTS/DESCRIPTION: The subject property is a non-conforming 6,953.31 square foot parcel located in the Residential R-40 Zoning District. The northeasterly property line measures 36.71 feet and continues northerly at 56.29 feet and is adjacent to Jockey Creek,the property line continues southerly measuring 14.94 feet,the easterly property line measures 65.00 feet, the southerly property line measures 74.71 feet and the westerly property line measures 58.33 feet. The property is improved with a frame one-story dwelling. A detached one-car garage is located south of the dwelling and a dock is located north of the dwelling in Jockey Creek with tidal wetlands located on the westerly side of the property. The driveway to access the property is located west of the property on Oaklawn Avenue as shown on the survey prepared by Scalice Land Surveying, last revised January 18, 2023. BASIS OF APPLICATION: Request for Variances from Article I11, Section 280-15; Article XXIII, Section 280- 124 and the Building Inspector's February 24, 2025, AMENDED March 4, 2025, March 13, 2025 and September 24,2025 Notice of Disapproval based on an application for a permit to legalize an"as built"demolition(as per Town Code definition)and reconstruction of an existing single family dwelling complying with FEMA regulations; and to construct a second story addition to an existing accessory garage; and to construct an accessory pergola, an outdoor shower and an accessory hot tub;at 1)single-family dwelling located less than the code required minimum rear yard setback of 35 feet; 2) more than the code permitted maximum lot coverage of 20%; 3) second story addition to the accessory garage located in other than the code permitted rear yard; 4) accessory pergola located in other than the code permitted rear yard; 5)outdoor shower located in other than the code permitted rear yard; 6)accessory hot tub located in other than the code permitted rear yard; located at 3121 Oaklawn Avenue,(adj.to Jockey Creek)Southold, NY. SCTM No. 1000-70-6-10. RELIEF REQUESTED: The applicant requests variances for an"as built"demolition(as per Town Code definition), and reconstruction of an existing single-family dwelling complying with FEMA regulations, as well as construction of a second story addition to an existing garage,an accessory pergola, an outdoor shower and an accessory hot tub. The existing single-family dwelling has a rear yard setback of 11.8 feet and proposed lot coverage of 23.17%. The accessory buildings/structures will be located in the side yard. The Notice of Disapproval has been amended to reflect the revisions shown on the two (2) revised site plans drawn by Jeff Zahn, Architect, last updated September 3, 2025. ADDITIONAL INFORMATION: A new Innovative Advanced(I/A)septic plan was submitted,as well as testimony by Eric M Hanninen, Licensed Professional Engineer, along with a feasibility study for the location of the proposed I/A Septic System. New architectural plans were submitted to the Zoning Board of Appeals labeled Phase II: second story garage, Outdoor Shower, Jacuzzi and Pergola last revised by Jeff A.Zahn,Architect, last revised September 3, 2025. Several neighbors testified in opposition to the new plans and letters in opposition and in favor have been submitted to the Zoning Board of Appeals. A Stop Work Order was issued to the applicant on February 7, 2025 by the Town's Senior Building Inspector. The basis of the Stop Work Order was construction beyond the scope (50%) of Building Permit#51210 issued September 23, 2024. The Southold Town Trustees performed a Site Inspection on August 6, 2025. Upon inspection, the Trustees concluded that the proposed project"includes an incredible amount of structure for the parcel"and that the proposed I/A system should be moved more landward. The Trustees Board also questioned excessive programming for such a constrained parcel. The new submissions by the applicant to the ZBA have not been submitted to the Trustees for final comments. The new plans reduce the pergola by 50% (now 50 square feet) and the hot tub by 25% (now 39 square feet). FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on the revised application on November 6,2025 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: Page 3,November 20,2025 #8011 Thomas Smith SCTM No. 1000-70-6-10 1. Town Law 4267-b(3)(b)(1). Grant of the variances will produce an undesirable change in the character of the neighborhood and a detriment to nearby properties. The non-conforming locations of the proposed additional structures as well as the lot coverage variance they require are detrimental to the neighborhood character and increase the risk of environmental harm. The parcel is in the FEMA flood zone along with abutting wetlands. The parcel is small and constrained by its size,thus exceeding the allowable lot coverage. The proposed dwelling as a single-story will be FEMA compliant. 2. Town Law U67-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. Any changes on this highly constrained small waterfront parcel would need variance relief. 3. Town Law §267-b(3)(b)(3). The variances herein for the reconstruction of an existing single family dwelling are mathematically substantial, representing 66.2% relief from the Town Code for the rear yard setback and 15.85% relief for lot coverage. The variances for the proposed second story addition to the garage, and for the accessory pergola, outdoor shower and a hot tub all in the non-conforming side yard, represent 100% relief from the Town Code. The requested rear yard setback relief maintains the setback of the existing house prior to demolition and has been in place since the house was built, thus will not be a detriment to the community or to any neighbors. The lot coverage variance on this challenged parcel, if granted, would be detrimental to the neighborhood character and would increase the number of structures exposed to damage from storms, flooding, and groundwater elevation rise. 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. The LWRP comments highlight the potential for repetitive loss due to storms and the hazard posed by rising ground water levels. The Southold Board of Town Trustees field inspection notes include questioning the excessive amount of proposed construction on the subject property including the second story on the existing garage, the pergola and the hot tub. 5. Town Law &267-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§267-b. Grant of the requested rear yard setback relief is the minimum action necessary to enable the applicant to enjoy the benefit of a rebuilt and FEMA-compliant home while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. Grant of the requested lot coverage variance for the additional accessory structures, and for expanding the garage in a non-conforming, as well as variances for accessory structures in non-conforming locations, is not the minimum action necessary to enable the applicant to enjoy the benefit of a rebuilt and FEMA-compliant home while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13,motion was offered by Member Acampora, seconded by Member Lehnert, and duly carried, to: GRANT the variance relative to the rear yard setback of 11.8 feet for the reconstructed single family dwelling, and DENY the addition of a second story to the existing garage in a non-conforming location, the accessory pergola, hot tub, and an outdoor shower in non-conforming locations, and the request for excessive lot coverage of 23.17%. Page 4,November 20,2025 #8011 Thomas Smith SCTM No. 1000-70=6-10 SUBJECT TO THE FOLLOWING CONDITIONS: 1. The applicant shall obtain approval from the Southold Town Board of Trustees for any work done on the premises as required by Town Code, and must comply with any conditions of approval imposed by the Trustees. 2. The Innovative Advanced (I/A) septic system on the subject property must be approved by the Suffolk County Department of Health Services. 3. The applicant shall submit two final dated, signed, and sealed Site Plans and Architectural Plans conforming to the variance relief granted.herein. This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued The Board reserves the right to substitute a similar desiun that is de minimis in nature for an alteration that does not increase the degree of nonconformity, provided de minimis relief is requested within one year of the date of this decision Any time after one year, the Board may require a new application. IMPORTANT LIMITS ON THE APPROVAL(S)GRANTED HEREIN Please Read Carefully Any deviation from the survey,site plan and/or architectural drawings cited in this decision, or work exceeding the scope of the relief granted herein, will result in delays and/or a possible denial by the Building Department of a building permit and/or the issuance of a Stop Work Order,,and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variances)grantedherein as shown on the architectural drawings,siteplan and/or survey cited above,such as alterations, extensions, demolitions, or demolitions exceeding the scope of the relief granted herein, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code,other than such uses,setbacks and other features as are expressly addressed in this action. TIME LIMITS ON THIS APPROVAL: Pursuant to Chapter 280-146(B)of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3) years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration,grant an extension not to exceed three(3)consecutive one(1)year terms.IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REOUIRED TIME FRAME DESCRIBED HEREIN.Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy,nullify the approved variance relief,and require a new variance application with public hearing before the Board of Appeals Vote of the Board: Ayes: Members Weisman(Chairperson),Planamento,Acampora,Lehnert,and Steinbugler. (5-0) Leslie Kanes Weisman, Chairperson Approved for filing 7�/ /2025 �. COUNTY OF SUFFOLK 'mom EDWARD P.ROMAINE SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF ECONOMIC DEVELOPMENT AND PLANNING SARAH LANSDALE COMMISSIONER ELISA PICCA CHIEF DEPUTY COMMISSIONER March 12, 2025 Received Town of Southold MAR 12 2025 Zoning Board of Appeals 53095 Main Road Z P.O. Box 1179Zoning �oara of Appeals Southold,NY 11971-0959 Attn: Leslie Weisman Dear Ms. Weisman: Pursuant to the requirements of Sections A 14-14 thru A 14-25 of the 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 He Number Licul Revoc Trust * 48008 Thomas Smith* #8011 *Comment: 1. No stormwater runoff resulting from the proposed development and site improvements should be discharged into the adjoining body of water. 2. Erosion and sediment control measures should be required during and immediately after construction to ensure stormwater runoff will not carry eroded and other deleterious materials into the Long Island Sound. Very truly yours, 3& (�?�Z�" By Christine DeSalvo Joseph E. Sanzano, Planning Director JES/cd Division of Planning & Environment H.LEE DENNISON BLDG■ 100 VETERANS MEMORIAL HWY,2n1 FI■ P.O.BOX 6100 ■ HAUPPAUGE,NY 11788-0099■ (631)853-5191 PEKE LOCATION: 0�SO(��O_ „ MAILING ADDRESS: 6 Town Hall Annex _`'mod' ; P.O.Box 1179 54375 State Route 25 Southold, NY 11971 �`f�'•J�"` (cor.Main Rd. &Youngs Ave.) 2. •.: @ Telephone: 631 765-1938 Southold,NY 11971 • �0_' P LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD deceive& APR 2 3 2025 To: Leslie Weisman, Chair Members of the Zoning Board of Appeals Zoning Board of Appeals From: Mark Terry, Assistant Town Planning Director LWRP Coordinator Date April 21,2025 Re: LWRP Coastal Consistency Review for ZBA File Ref THOMAS SMITH#8011 SCTM No. 1000-70-6-10. THOMAS SMITH#8011 -Request for Variances from Article III, Section 280-15;Article XXIII, Section 280- 124 and the Building Inspector's February 24, 2025,AMENDED March 4, 2025,AMENDED March 13, 2025 Notice of Disapproval based on an application for a permit to legalize an"as built"demolition(as per Town Code definition)and reconstruct a single family dwelling complying with FEMA regulations; and to construct a second story addition to an existing accessory garage;and to construct an accessory pergola, an accessory outdoor shower and an accessory hot tub; at 1)single family dwelling located less than the code required minimum rear yard setback of 35 feet;2)more than the code permitted maximum lot coverage of 20%; 3)second story addition to the accessory garage located in other than the code permitted rear yard; 4)accessory pergola pool located in other than the code permitted rear yard; 5)accessory outdoor shower located in other than the code permitted rear yard; 6) accessory hot tub located in other than the code permitted rear yard; located at 3121 Oaklawn Avenue, (Adj to Jockey Creek) Southold,NY. SCTM No. 1000-70-6-10. 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 action is INCONSISTENT with the below listed Policy Standard and therefore is INCONSISTENT with LWRP. Policy]. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. 1. The structure is located within a 1%Annual Chance Flood Hazard area. 2. Expansion of structure(increase in Lot coverage of 24.6%)within this area should be avoided or minimized due to repetitive loss from storm damage, including hurricanes. 3. Groundwater elevation is expected to rise over time in this hazard area. 1-3121 Oaklawn Avenue FEMA-Flood Hazard(zoom toactivate) ch­�Flood H­za _ lad Rnnual Cq;'+nCe HSearcX Pci:ure CQadrsnrrs 75e 0.nnua1 Ch­ue fioad Haza d '. a �" 3<-. 4 ..� •a ttexyvtcrtrny Fl—d ry A ea with Reduced Risk Oue to bt ee s T €E � � ✓ ,�� �.:e� a r � �' t�„� '�s v �,�+ Spec?ai Flaadasy 41 �4e NI, A id dE u NM z{ 1 � E i Figure 1. Smith residence and flood zone limits. Pursuant to Chapter 268,the Southold Town Zoning Board of Appeals shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Paul DeChance,Town Attorney Glenn Goldsmith,Presdent �p�OS11 �,OGy Town Hall Annex A.Nicholas Krupski,Vice President o 54375 Route 25 Eric Sepenoski P.O.Box 1179 Liz Gillooly �y • p!� Southold,NY 11971 Elizabeth Peeples l + �a Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: k (P.2,075 Completed in field by: V;,za�" Pe-e Le,5 THOMAS &JENNIFER SMITH request a Wetland Permit to demolish the existing one- story dwelling and construct a new one-story dwelling in-place consisting of raising the existing foundation *16 inches to meet FEMA compliance, and backfill inside entire foundation with compacted clean fill; construct a 1,203sq.ft. one-story dwelling with two 19.5sq.ft. stoops and one 15sq.ft. stoop; remove/abandon existing septic system and install an I/A OWTS sanitary system with 42.29 cubic yards of clean fill and a retaining wall enclosure of a 0.7'H x 20.51 x 8"W section, a 1.1'H x 4.4 x 8"W section, a 1.5'H x 22.1'L x 8"W section; relocate 20 L.F. of Belgian curb; existing brick walks and patios to be removed and replaced with concrete pavers and permeable stones; install a stormwater drainage system for the dwelling and garage; for the existing 12.5'x24.5' garage and to construct a second-story addition with a '/ bath, a 3.6'x6' second-story balcony and a 13.2'x3.6' exterior landing with stairs to grade; install a 4'x6' outdoor shower off garage; construct a 10'x10' pergola; install a 6.8'x7.9'jacuzzi on an elevated berm that sits 33 inches above current grade; remove existing retaining wall behind garage and construct a 26'L x 33"H x 8"W retaining wall; install underground water and electric; and to establish and perpetually maintain the entirety of the property except for a 380sq.ft. area be a non-turf buffer area. Located: 3121 Oaklawn Avenue, Southold. SCTM# 1000-70-6-10 Type of area to be impacted: Saltwater Wetland Freshwater Wetland Sound Bay Part of Town Code proposed work falls under: __),/Chapt. 275 Chapt. 111 other Type of Application: Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable Info needed/Modifications/Conditions/Etc.:. inctutle,� a� jr.GveAlxt ditbyw� 0Z� Nc,'�wt �►r _ QYGti . I bA 1►G a G Present Were: V/G. oldsmith ✓N. Krupski VE. Sepenoski y L. Gillooly ✓ E. Peeples Board of Trustees 39 August 13, 2025 `Ay 1 4_*�Q v (ALL AYES) . TRUSTEE KRUPSKI: I make a motion to approve this application with the following stipulations: New plans showing a reduction of the pool to pull it roughly five feet further from the wetland line, for a total of 50 feet as per code; condition of a salt water pool only; new plans depicting a 15-foot vegetated non-turf buffer along the wetland lines surrounding property; gutters to leaders to drywells; and by reducing the scope of this project and the distance to the wetland and flood -zones, thereby bringing it into consistency with the LWRP coordinator TRUSTEE GOLDSMITH: Second. (ALL AYES) . MR. MANNO: Thank you. TRUSTEE SEPENOSKI: Number 10, THOMAS & JENNIFER SMITH request a Wetland Permit to demolish the existing one-story dwelling and construct a new one-story dwelling in-place consisting of raising the existing foundation ±16 inches to meet FEMA compliance, and backfill inside entire foundation with compacted clean fill; construct a 1, 203sq. ft. One-story dwelling with two 19. 5sq. ft. Stoops and one 15sq. ft. Stoop; remove/abandon existing septic system and install an I/A OWTS sanitary system with 42 .29 cubic yards of clean fill and a retaining wall enclosure of a 0 . 7 'H x 20. 5 'L x 8"W section, a 1. 1 'H x 4 .3 'L x 8"W section, a 1. 5'H x 22 . 1'L x 8"W section; relocate 20 L. F. of Belgian curb; existing brick walks and patios to be removed and replaced with concrete pavers and permeable stones; install a stormwater drainage system for the dwelling and garage; for the existing 12 ..5'x24 . 5' garage and to construct a second-story addition with a '-� bath, a 3 . 61x6' second-story balcony and a 13.2 'x3. 6' exterior landing with stairs to grade; install a 4 'x6' outdoor shower off garage; construct a 101x10 ' pergola; install a 6. 81x7 . 9' jacuzzi on an elevated berm that sits 33 inches above current grade; remove existing retaining wall behind garage and construct a 26'L x 33"H x 8"W retaining wall; install underground water and electric; and to establish and perpetually maintain the entirety of the property except for a 380sq. ft. Area be a non-turf buffer area. Located: 3121 Oaklawn Avenue, Southold. SCTM# 1000-70-6-10 The Trustee visited the site at our field inspection on August 6th. Notes read: Proposed project includes an incredible amount of structure for the parcel. IA system should be moved landward. Question excess of programming for such a constrained parcel. The LWRP found the project to be inconsistent. Number one, the proposed structure is located in the FEMA AE and Velocity Hazard VE flood hazard zones. And, number two, structures in FEMA flood zones should be avoided, relocated or minimized to prevent loss. We also have received letters. The first is from Patricia Burkel. Thank you for the opportunity to express my concern and objection to the Smith renovations. The home I reside in has been in Board of Trustees 40 August 13, 2025 my family since 1950 . I 've witnessed storm surges from hurricanes and nor'easters which flooded their small home and driveway. Despite their home being raised higher in the past, the pattern and trend reveals our water level rising, not just in Jockey Creek but globally as well. I recall the beach on our shore along with safe, clean water to swim, fish and clam from my childhood. They no longer exist. I have grave concerns to the contributions to an already contaminated creek. I object to an outdoor shower, Jacuzzi tub and a bathroom in a storage unit . Chemicals in the jacuzzi consist of chlorine, bromine, clarifier and alkalinity increaser. Chlorine is hazardous. It' s a chemical second to arsenic. Bromine is a skin irritant. Leakage would not be welcome by our fish, wildlife, and would be further detrimental to our creek. The letter continues to say that the Smith'.s knew the size of their property when purchased. Their proposals are not consistent with the character of the neighborhood. Tom Smith reports he does not want to overbuild. His intentions are to the contrary. If Southold Town approves their proposal of additions, a precedent will be established. This could encourage other property owners to follow suit on Southold' s creeks and waterfront. Furthermore, approval of this proposal could make Southold town subject to liability if property damage is incurred as a result of flooding. I'm hopeful that Southold town will approve the demolition and rebuilding of the Smith residence and deny the proposals that endanger the health of our creek. Thank you, for your time and attention. Again, Patricia Burkel. We also have a letter in the file from Marjorie Moffet Stevens, located 335 Private Road #3, Southold. I have no objection to the Smith's replacing their current house, as I realize that after more than 100 years of nor'easter hurricanes flooding, the house and garage must be in very poor condition. My parents bought my house in 1942 and I have a vested interest in Jockey Creek. I remember how it was and see how it is now. The creek already has enough problems. In my childhood we caught and ate clams and blue craw crabs right in front of my house all summer long. It ' s now closed to shellfishing by April each year because of pollution. I fee a hot tub full of chemicals has no business being so close to the water. Echoing the Trustees notes from our field inspection, the Smith' s, Moffett's, Stevens are right, the Smith' s have applied for an amazing amount of construction on a very small lot, including a second-story addition to the garage, which will include balconies and a stair case outside the original footprint of the garage. Pergola, outdoor shower and the aforementioned hot tub. By my calculations, this is about an additional 250 square feet of space. I question whether the garage iseven in a good enough condition to support a second-story safely. Board of Trustees 41 August 13, 2025 The house and lot size has not changed since the Smith' s bought the property. If they wanted a bigger lot with more amenities, they bought the wrong house, and Jockey Creek should not have to pay the price. I hope the Trustees will consider making the new septic system the first thing that must be installed, especially if they intend to have a second bathroom on the property. . Thank you, for your attention to this matter. Those are the two letters in the file. Is there anyone wishing to speak regarding the application. MR. SMITH: Yes. I 'm Tom Smith, the owner. I 'm here with my wife Jennifer. Maybe I can just provide a quick five-minute overview of the project. A year ago we came before the Trustees and we' re doing a major renovation, so just under that 50% threshold. So I think it's a year ago tomorrow we received a permit to do that. So when we started the construction, we opened up the house -- TRUSTEE SEPENOSKI : Mr. Smith, I 'm sorry to interrupt you. Would you just bring the microphone a little closer, it may be better for the people in the audience to hear you. MR. SMITH: Okay. So we quickly realized that beyond 50% had to be done, okay. So it was pretty clear. So. here we are today, I just want to emphasize that there is no change to the plans that were submitted a year ago. So as far as the house size, the setbacks, the coverage, number. of bedrooms, number of the baths, it' s still one story. It's the same plans that were submitted a year ago. But now technically we are over that 50% threshold. So now it falls into the category of a demo and a rebuild rather than a major renovation. So the plans that were approved are the same plans, but now that since we've fallen into the demo/rebuild,. there are some great things we have to do environmentally. So one is we have to lift the house per FEMA, okay, and that' s part of the plans. So the house has to be lifted about 16 to 18 inches. That' s in my application. A new IA system has to be added, okay. And 'a storm water runoff system is being installed as well. So those are three of the significant environmental improvements that are being done . But I want to again highlight that the plans are the same plans that were approved before, it ' s just that the house was in such poor condition when we opened up, we realized more work had to be done, okay. As far as phase two, yes, we are adding a second-story to the garage. We talked to the ZBA about that. We are doing the other things that are mentioned. In total, those represent only 190 square feet. So quite small. Now, the challenge with our property is it adds a fair amount to lot coverage just based on the fact that I have the smallest parcel on Jockey Creek. It' s 6, 953 square feet. The largest parcel, my neighbor's if you go to the left and right, about four lots, it' s about 11, 500 square feet. Board of Trustees 42 August 13, 2025 So it' s just a little bit more pressure from a lot coverage standpoint because of the denominator in that equation is much smaller for me since my parcel is smaller. ' One of the other things I want to really mention is with the LWRP, and I realize this week, when my file was sent to them, it was sent on March 3rd, okay. At that point there was no reference to an IA system being put in. That was added about three or four weeks later. So there was no awareness by the LWRP that that was being added. There was also a document, and I can share that with you, I can also share letters showing the dates that they didn' t have the information on that IA stem. It just highlighted six, to me, very positive environmental changes that we are making to the property. So, if you look back a year ago, okay, and I think pictures were shown in the application, it' s the same size house, it' s 1, 200 square feet. It doesn't get much smaller. Two bedrooms, bedrooms, two baths, one closet in the house. No change to that is planned, right. It' s basically -reproducing what was there. So if you look back a year ago, that was the condition of the house, and we had a 50-year old cesspool, only 20-25 feet from the creek. Obviously not what we want to see from an environmental standpoint. So. now hopefully I look forward nine months from now, as far as what we're improving. Again, same house, same size, elevated a little bit. We are adding an IA system. We are removing the old cesspool. We're lifting the house so it' s now technically protected to a five-hundred year storm. We are adding a storm drainage system. We are putting underground electric, which I 'm going to coordinate with my neighbor doing that. We have a 95% non-turf buffer. And we are actually replacing the walkways and the patios with a system that is more permeable. So I really struggle with how from a Trustee or environmental standpoint we are not in a tremendously better position than we were a year ago. A dilapidated house that honestly was not livable, with a 50-year old cesspool. If there is anything else people want me to do, let ' s add it to the list. I think we are complying with every law and regulation that we are aware of. If I 'm missing something, please let- me know. But, again when I look at the before and after scenario, I just struggle to see why this is not better for the neighborhood, for the community, for the Trustees. Obviously for us. Everything we've done is very much in character with the neighborhood. I could have built a two-story house. I chose not to. It' s the same house, it just has to be 16 inches higher per FEMA. (UNIDENTIFIED AUDIENCE MEMBER) . (INAUDIBLE) . MS. HULSE: Ma'am, you can't address the Board unless you step up to the mic and be recognized by the Board. MR. SMITH: So, hopefully -- I know it' s been a year since you saw my application and I thought it's important just to highlight what was Board of Trustees 43 August 13, 2025 approved then, how little it was really changing and all the really positive things I think we' re doing to, you know, improve, again, the community, the neighborhood, the environment. So I welcome any questions that you may have. TRUSTEE PEEPLES: Thank you. TRUSTEE SEPENOSKI: Is there anyone else wishing to speak regarding the application? MS. SIMONS: Carol Simons I have a packet of letters. This is a packet of letters that have been sent to the Trustees, in addition to what I'm going to read now. And some past documents. Do you want me to give them to you now. - TRUSTEE KRUPSKI : You can give them to the clerk there. MS. SIMONS: (Handing) . Okay, I 'm basically going to present a letter that you have in your packet, but overview it, that Lucy Harris, who would like very much to have been here but could not be, and I wrote, and signed by other community members summarizing our real concerns about this project. These concerns center on the proposed alterations likely impact on Jockey Creek and adjacent or nearby properties. Jockey Creek was once a beautiful waterway, but now, especially in spring and summer, it' s seriously polluted by runoff from construction and landscaping work on surrounding properties. The proposed alterations and the work they will entail will further damage this fragile waterway. And it' s important to note, again, that the Board of Trustees has, pardon me, the Zoning Board of Appeals, has already turned down the proposal three times. And the Board of Trustees has issued a stop-work order on alterations at the site when the work exceeded what the Trustees had approved and deemed permissible. Our objections are as follows: The hot tub will be situated on an earthen berm. The weight of the requested tup is 4, 000-5, 000 pounds. What will happen to the berm when carrying this weight. Moreover, hot tubs need chemical which must be stored and used. Chemicals should not be allowed near Jockey Creek because of possible flooding, leakage or accidents . Plus, the hot tub will be on the property line. Town Code does not allow construction directly on property lines. The outdoor shower will also be located on the earthen berm. The water will erode the dirt underneath. And where will the water drain? In the creek? The added storage of the garage raises several issues . Since the garage has been continuously flooded over the decades, its foundation, like that of the house must be eroded. The garage will likely need to be demolished and rebuilt, but this action is not in the proposal. The proposed renovations include a tiny 306 square foot apartment, with a 13-foot landing for the staircase. It will also have a six-foot balcony. And the outdoor staircase will be on the property line. Again, Town Cdde does not allow -construction directly on property lines . 1 Board of Trustees 44 August 13, 2025 The added coverage of the property will include the staircase, the landing, the hot tub, the outdoor shower, and a pergola l0x10 feet. Legal coverage of the property is already exceeded, and legal setbacks are not being adhered to. The proposal says the house will be raised plus or minus 16. 5 inches. That leaves wide open the exact height of the new raised house. It also says that the original size of the house will not be changed. We propose that the height of the roof be lowered as much as the house is raised to be in keeping with the size and scale of the neighborhood. The house has a vaulted ceiling, so lowering it by 16. 5 inches should be okay. The demolition and rebuilding from scratch of this property will require heavy machinery, pile drivers, backhoes, bulldozers, cement mixers, dumpsters. How will the dirt and debris generated in this project affect the health of the already compromised creek. How will the construction traffic impact the dirt roads leading to the house? This road is always underwater when it rains because the water table is so close to the surface. And how will the vibrations, noise, dust and dirt affect our small community, its people, its animals and its plants. In the Private Road #3 community, most of the homes are longtime, permanent, year-round residences. Any adverse impacts of the proposed Smith project will be felt all year. Moreover, the proposed garage renovations and taller house, will severely obstruct the views from at least three properties. Aren't these homeowners entitled to the enjoyment of their domiciles? The Smith' s bought the property knowingly. They were aware of its size and limitations'. Why must the creek and those who live on it suffer because the Smith' s want more than they originally bought. Is the damage to be done to the fragile creek and wetlands worth the gain of a higher house and garage, 306 square feet of extra space, and a hot tub and outdoor shower? In short, this plan compromises the living community surrounding it, human, animal and vegetable, by paving it over with concrete and adding structures. Why would the Town approve such desecration? Thank you. TRUSTEE GOLDSMITH: Thank you. TRUSTEE GILLOOLY: Thank you. TRUSTEE PEEPLES: Thank you. TRUSTEE SEPENOSKI: At this point in the hearing, if anyone wishes to take to the lectern and offer their comments, by all means. And Mr. Smith, you can respond. But make sure you respond to the Board. MR. SMITH: Sure. Happy to. TRUSTEE SEPENOSKI: Does anyone else wish to speak before Mr. Smith responds? (No response) MR. SMITH: There' s a 'lot to respond to, but I 'll do my best. But I do appreciate the fact that my neighbors are here. We love Jockey Creek. I 've owned this property for 20 years. And honestly, everything we Board of Trustees 45 August 13, 2025 are doing is with a vision of staying with the, within the character, the character of the neighborhood and doing what is right environmentally. So just a couple of things I ' ll touch on. You know, the hot tub as far as the chemicals, I just don't see how that is ever an issue.' That' s all contained within the system. It' s the furthest point away from the creek itself, so it does meet the setback requirements, it' s been discussed with the ZBA. So it does meet the setback requirements on that side yard. The shower would have a drywell, which they always do, it' s going to be a modest, probably four-foot drywell, so the water would be contained. The garage has been looked at by my engineer and my builder. Structurally it' s all very sound, and he' ll be building from what is there existing. So just to address that comment. No apartment is planned. This is, our house, I have three daughters and a wife. This is a 1, 200 square foot house. We have one closet. So it' s an unfinished area above the garage that is planned. And that's in my write-up. Will we consider an apartment in the future, perhaps, but right now our plan is to use that as just a storage, unfurnished storage area. It mentions that the staircase, that is not, none of this is on the property line. That' s five feet off the property line. The pergola is 10x10 . It' s just there, it' s open air, it's there, just to be esthetically pleasing as far as connecting the house. I 'm happy to consider doing something smaller there if it's, you know, maybe do a 5'x10 ' as opposed to a 101x10 ' . Let' s see. I 'm raising the house because I have to raise the house. A year ago it was not my plan. Nor was it my plan to do an IA system or any of this. So I have to do these things, and I 'm happy to do it. And it' s probably costing me another $100, 000 . So FEMA is telling me I have to lift the house. I 'm not going to reduce my cathedral. I 'm allowed to put a two-story house here. So I think people should be pleased with the fact that we are not doing that, and there would be no views for anybody. So I really think we are being fair there as well. I think that ' s really it. Again, all along we've been very mindful of the community, staying in character with what is there. It's the same house. I 've submitted pictures before and after. It' s the same house, same size. Essentially new. So, I don't know if I missed anything, Jennifer MS. SMITH: Hi, I'm Jen Smith. I don't want to say much because I get emotional. But I just, as Tom said, I just feel like with letters, I mean, I could work through people that come, support, right, but I think with letters it makes it sound like we' re building the Taj Mahal here. It' s the exact same blueprint. I mean, we didn't change one thing. It' s just a house we need to be able to live in. And it was not livable. And I think some people would just like it to not change Board of Trustees 46 August 13, 2025 at all. And that happens in the world, right, you've been somewhere for a while and you don' t like change. But to say, I think the last time, the last time I heard that we were ruining Jockey Creek, and I think what is ruining Jockey Creek is if we don't pick up the system that ' s there. I think what we ' re doing is helping Jockey Creek. We are good people. We want to give back to the environment. We'll do whatever we"re told. But I don't think we are asking too much to keep the exact same house and keep the exact same blueprint. So I just don't want there to be a misrepresentation, because it sounds like we are building something that we are not really building. Even when we need a pergola, it' s, I mean do we even put this, like an open-air thing. I 'm like, that's on there? It ' s almost like something we can take out. All right, not much to add but. MR. SMITH: I just want to add one other comment. We started this process a year ago. We have been homeless for eight months. We are really looking to move forward. So if there is anything we need to do modify or table something, we are open to that. We are really looking to move on with our lives. We think we are being very fair. So, we are hope to your thoughts. TRUSTEE GOLDSMITH: Do you currently have a Suffolk County Health Department permit for the IA system? MR. SMITH: That's a great question. So I 'm working with Clear River and Island Wide Engineering, that submitted three applications already. And it ' s just pending. Everything looks very positive, and we are right there at the door step. But it says they will not approve until I get Trustee and ZBA. So it' s right there on the doorstep. It needs a variance because I think it' s a setback issue, when you look at the retaining wall and infiltrators, I think it' s five feet, needs to be ten. So that ' s one minor variance. But we have had endless discussions with them. Everything seems to be very positive. But I 'm being told you just have to wait until, and I 'm happy to share documentation and letters from the Health Department. It' s been a good -discussion going back and forth on that. TRUSTEE GOLDSMITH: I apologize, I 've been trying to look up the Suffolk County Health Department, and from what I found for leaching structures, from surface water, is 100 feet. And I believe you have it proposed at five feet. MR. SMITH: From surface water or from the -- TRUSTEE GOLDSMITH: Surface water. So you have it proposed right at the edge of that bulkhead on the northwest side of the property. I believe the retaining wall is literally at the bulkhead, and the leaching pool is five feet off of that. MR. SMITH: That' s correct. I mean, again, when you look at the parcel, and even when they came out and looked at this . They said this was one of the more challenging ones we've seen. They know I ' ll get approved, it ' s just a matter of what' s the best they can do. So, yes, you are correct. i Board of Trustees 47 August 13, 2025 When you go in, that retaining wall hugs the bulkhead and then the furthest point, I think juts out like 21 feet across the front lawn. But every indication is they are supportive of that. .They said it will be, it' s been done before, it will be waterproof, etc. I was hoping they would join me today to speak, if necessary, but they've had, like I said, endless discussions, three submissions . And I 'm happy to share the documentation I have to that point. TRUSTEE GOLDSMITH: Because from our perspective from an environmental standpoint, have the leaching field five feet away from a creek is not the most environmentally friendly option there is. You know, especially when you have other locations on this property. If I'm not mistaken, I think the test hole data showed two feet to groundwater? MR. SMITH: I think it' s two-and-a-half, but, okay. TRUSTEE GOLDSMITH: And normally the bottom of the leaching pool needs to be a minimum of two feet above groundwater. So if you are two-and-a-half to groundwater currently, and you' re going to put a three foot trench, or whatever it is, it looks like we're going to need to raise the grade four, five feet, to accommodate that septic system, literally on the edge of the bulkhead on the creek. MR. SMITH: Yes, again, that' s all in the plans I submitted from the IA system. It looks like they built it based on groundwater being as low as like 1. 43. So they are factoring that in. It' s going to be a pump system. I have some information here I could read you about it.. It' s a Fuji Sen 5 with pump, and a low-profile infiltration system. Retaining walls, as you mentioned, Glenn, as far as where they are located, is true. That' s why I required a variance. They looked at the property. There is nowhere else, in their opinion, to put this. So I 'm here for a variance, so. TRUSTEE GOLDSMITH: I understand that challenge but from our perspective our challenge is to protect that creek, protect that surface water, to protect the wetlands. So five feet for a septic system, when by Town Code it ' s 75 feet, for me that' s in environmental impact, an adverse environmental impact, which should definitely be looked at to relocate, you know, as far back from that wetland as you can get. You know, that might be having to re-do your design a little bit, putting it under the driveway, putting it under the pergola. Doing something. But I, in my experience on the Board have never seen a septic system literally on a bulkhead. And I don't think that is necessarily the best. MR. SMITH: The retaining wall is on the bulkhead, not the filtration -- TRUSTEE GOLDSMITH: Yeah, five feet off, so,. MR. SMITH: As I said, there is limited -- first of all we had a 50-year old, cement block system, that was probably leaching into Jockey Creek for the last 50 years . So that' s a starting point. They spent endless time looking at this lot. It' s just, I mean it' s 7, 000 square feet. We need a system. And this they said is the best they could find. And that ' s why it requires a variance. And Suffolk Board of Trustees 48 August 13, 2025 County, and I 'm happy to submit something after the fact, the letter has not pushed back on that. And I know we had endless discussions about it, and I mentioned how the driveway wouldn't work because you have the utility lines coming through, you have the right-of-way, you know, the electric, the water. Even the water is being diverted. The waterline around the garage, to accommodate and not be too close to -- you know, the water itself is going around the garage into the house, just to be further enough away from this system. TRUSTEE SEPENOSKI.: Mr. Smith, you were at our work session, I believe., on Monday evening. There was a presentation from Peconic Estuary Partnership which kind of led us in the direction of our LWRP. The Local Waterfront Revitalization Program. And certainly one of the things that this Board must accommodate, must address, are the LWRP' s comments, which are the proposed structures located in the FEMA zone. I know you spoke to that, raising the house and gaining some clearance from those waters. But the second one I really think is the crux of the, matter here this evening. Which is number two. Structures in FEMA flood zones should be avoided, relocated or minimized to prevent loss . And I think it' s at this point in our dealings with this, it' s really what Glenn mentions, it' s the septic, albeit a much improved system, less nitrogen leaching than the old block systems that you referenced. I think it' s really in your court to say how you will address those concerns, how you could position those retaining walls or that septic system in such a way that you would satisfy those LWRP comments. I understand your house is not changing, it ' s going up, it' s not getting a second floor. I respect that. You have gone through great lengths to soften, make permeable, the area around the house so that those waters don't rush off into the creek. I think the environmental benefits you spoke of are real and should be applauded by your neighbors and by the township in general. It' s just that those comments and concerns from the LWRP, which I think is dated August llth, 2025, here on our. So the question really is how would you avoid, relocate or minimize structures in the FEMA flood zones to prevent loss. MR. SMITH. So I didn't receive a copy of that. I have the original letter from the LWRP dated, I think the 22nd of April. TRUSTEE SEPENOSKI : And this is August 11th. MR. SMITH: Was that sent to me? TRUSTEE GILLOOLY: That could have been a separate review done for the ZBA by the LWRP. This is a specific review done for the Board of Trustees. MR. SMITH: I don't think that was sent to me. MS. HULSE: It' s not required to. It' s just to make part of the file. It ' s accessible to you, though, if you would like to have a copy. MR. SMITH: Sure. TRUSTEE SEPENOSKI: In some cases the Trustees and the ZBA, they share sort of overlapping jurisdiction, but have separate sections of the code to which they must answer, to which they must adhere. Board of Trustees 49 August 13, 2025 So I understand that some of the structures and heights, and all of those things, those .are not the Trustees purview, really. It ' s just about minimizing really loss and safety of structures in the tidal zone, and preventing pollution and erosion. So we want to keep our review of this application really focused on the LWRP comments. Again, just avoiding, relocating or minimizing. MS. HULSE: And the LWRP report was just handed to the applicant. MR. SMITH: Again, I 'm seeing this for the first time and hearing this for the first time. So what would be recommended as far as, I 'm struggling as to, I know the system isn't perfect. What we had before is horrific. I 'm happy to do whatever it takes to get to that point. I 'm relying on the expertise of an engineering firm, and Clear River, and this is what they do. And 'they came out and looked at the parcel and said this is the answer. Suffolk County Health Department is onboard, from everything I see. I'm struggling -- I welcome some guidance on what I do. TRUSTEE KRUPSKI : .What is the height on the retaining walls; the fact that is exposed from the ground level up. MR. SMITH: So from grade level what you' ll see of the retaining wall? So when you first come in and you make that left along the bulkhead, it' s one-and-a-half feet. Then where there is a minor, little pivot to the bulkhead, it goes down to 1. 1 feet. And then across the lawn, I know this because I spent some time looking at it today, it' s like 0 . 7 . Seven inches. So' it's not very meaningful. It ' s a very, the system itself is meant to be a shallow system that taking into account the groundwater may be rising over time. So it' s built for that. There is a pump involved. So they call it a low-profile system. TRUSTEE KRUPSKI : I just think for us -- MR. SMITH: I mean you have to have a driveway, and the house, I just don't know, because I had the same question with them. What are the options. There is no other options. TRUSTEE SEPENOSKI : We've reviewed applications before where you walk in the backyard and it' s spongy, it' s the wetland. In this case it' s not soft ground, but I understand the constraints. And the Board. has faced similar challenges in designs before. Of course, you can't leave the car parked on the street. You have to have a driveway. The Health Department, they have their regs . And again, ours is how do we address those concerns to minimizing relocation. TRUSTEE KRUPSKI: And just so you know, we have put them in driveways before and we have seen them put behind houses, so. MR. SMITH: And I asked both those questions. And they said -- again, I 'm not the expert, I 'm the owner. And I wish they were here, they couldn't make it. But they said neither was feasible, maybe because it was all the utility lines. I don't know. TRUSTEE GOLDSMITH: We have had this discussion with other applicants a number of times regarding IA systems and the feasibility, and most of the time they can come back and make one work. Whether it is Board of Trustees 50 August 13, 2025 relocating it, weather it 's putting it in the driveway. But. they always start off with we can't do it, this is the best we can do for this property. They go back to the engineer, and somehow, someway, they design a better system that will work. So I think if someone goes back to the drawing board with this one, there would be better options than five-feet off the bulkhead. MR. SMITH: That ' s something Suffolk County would have recommended when they got, because I know they went back and forth, they wouldn't have recommended a better approach? I know they had discussions. MS. HULSE: This Board can't opine on that. TRUSTEE PEEPLES: So I know you mentioned that you went to the ZBA, and all of the dimensions that we see here on this plan are related to ZBA setbacks, so it's sort of the front yard setback, the location off the property line. What is the dimension of the proposed hot tub and the proposed shower off of the bulkhead? Because that is something this Board is interested in seeing. I believe there is a note about the five feet of the proposed IA system, off the bulkhead, but those are the dimensions that we would like to see, off of the wetland line or the bulkhead line. MR. SMITH: I 'm sorry, my mind was wondering there a bit. Say again. The dimensions of the shower- and the jacuzzi? TRUSTEE PEEPLES: Yes. So you provided a lot of dimensions on here, but those pertain to the ZBA requirements. And what this Board is interested in understanding is the dimension of the house, the proposed IA system, the proposed outdoor shower, the proposed hot tub. Those dimensions from the wetland. Or in this case the bulkhead. But just so that we can understand those dimensions. That ' s important for the review. MR.- SMITH: Are the dimension not included as far as on the plans themselves. The jacuzzi was like 8 . 5x7 . 5. The shower was I think 6x4, as far as their dimensions. TRUSTEE PEEPLES: Oh, excuse me. Those are the dimensions of the actual piece itself. We are looking for the dimension from the nearest corner of the hot tub to the bulkhead. So the distance to the proposed hot tub, to the proposed outdoor shower, the proposed IA. It would be nice to also have the house and the garage, just to have an understanding of location on the property. MR. SMITH: So all of those relative to the bulkhead. TRUSTEE PEEPLES: That would be helpful because, you know, we are talking about revisiting some of the designs here. So that would be helpful to include as well. Thank you. MR. SMITH: Okay, sure. TRUSTEE GILLOOLY: And I just wanted to note that I appreciate everything that "you are saying, and I think that this proposal is modest in the scale of some things that we see as a Board, given the constraints of this property. I also understand the neighbors coming and voicing their concerns with the project as well. Board of Trustees 51 August 13, 2025 I just wanted to note the reason why there is additional scrutiny, even though it this was previously presented to the Board of Trustees, is that it has become a demolition. So when it becomes a demolition we have to look at it with new eyes because this would be the moment for us to say perhaps you need to pull the structure back. When people are investing that much money and demolishing, even to you it doesn't feel like a demolition, it' s technically a demolition, and that' s when the Trustees have to perform an additional review and look at -it as new construction. So, that' s just for your information on why this is viewed differently than the application that you previously presented to, which was for minor alterations to the existing structure. And so with that said, I as one Trustee would say if there is ability, even if it meant loss of structure in the rear yard, to pull the structure landward from the bulkhead, it would be of environmental benefit. So I just want would ask that you look at that as a possibility. MR. SMITH: Yes, I understand that. I mean, it' s an existing foundation, it' s a pre-existing house, and it was the first house on Jockey Creek, goes back 50 years. So, and I 'm not sure gaining two feet in the house., what are you gaining. Right now the distance between the house and the bulkhead is 13 feet. So if I 'm moving it and getting 15, what am I gaining? I'm already lifting it, meeting FEMA, I 'm putting in an IA system. There is no crawl space. So I understand, and I was thinking through this at well. And what are we environmentally gaining when we are already gaining so much from where we were originally. So I appreciate the comments, and we did think about that. TRUSTEE KRUPSKI : And I just want to say, I understand that your position is difficult here, and what you two are trying to achieve. I recognize that. We're trying to work through this, too, because our hands are tied, with the LWRP and the code, and our setbacks and our parameters. So, for me, because the house has been here so long, I understand where- you are coming from where, with that. I would just like to see that septic pulled as far back as possible. And to echo what Trustee Goldsmith said, in doing this for a decade, we've heard so many times form so many engineers, you can't move that, you can't move that, you can't lower the wall. And in the end they always figure out a way to do it." But it always starts with those same comments. TRUSTEE GOLDSMITH: Mr. Smith, are you using the existing foundation or -- MR. SMITH: It' s existing. All we are doing is adding another block or two. It seems to be structurally sound. As I said, I 'm only lifting the house 16 inches. I would rather not lift the house, but I 'm told I have to per FEMA, and I have to get to an eight-foot finished floor. And to do that it' s somewhere around only 16 inches. The current foundation is there. It ' s structurally sound. It' s inspected. Board of Trustees 52 August 13, 2025 TRUSTEE GOLDSMITH: Did you receive ZBA approval yet? MR. SMITH: Which approval? TRUSTEE GOLDSMITH: ZBA. MR. SMITH: No, we were in front of them three or four months ago. They tabled it to wait to hear from your group. So that' s where we stand. TRUSTEE GOLDSMITH: So I think if they are waiting for us, I think we put enough concerns and everything on the record at this point that that could go back to the ZBA with all our concerns that we expressed, and get a ruling from them, and then return to us with that ruling. TRUSTEE GILLOOLY: The only additional thing I would add is perhaps the removal of some of the brick patios surrounding the house would be appropriate for more vegetation. If you could limit the walkways and add vegetation in, I think that would be a better option for us. TRUSTEE SEPENOSKI: So, Mr. Smith, I think, as Glenn said, you got a pretty full record now of comments from the Trustees. I think they are really -- and letters from the public, really focused on the location of the IA system, and satisfying the LWRP comments. And I appreciate, again the difficult position that you are in. And the Board has certainly looked at this objectively, and trying to balance that private and public interest. MS. SMITH: I just want to make it clear, I'm assuming you guys have been there. But you know the house is built, right, so to move it, I mean we are paying rent for all of the kitchen and the floor. I mean, it was bare. We' re done. So we pay monthly rent for everything. Because it' s built. I want to make sure. TRUSTEE SEPENOSKI : I appreciate the stress that might cause, but I also hear the comments from the Board focusing on relocating the house from that location. MR. SMITH: So you are saying there is no consideration to having move the house from the existing foundation? TRUSTEE SEPENOSKI: It' s a possibility, but. TRUSTEE GOLDSMITH: And the fact that the Building Department deemed this a demolition is why you are back here. MR. SMITH: No, I understand that. TRUSTEE GOLDSMITH: So when something is deemed a demolition, then we need to bring it up to code, or as close to, you know, as we can possibly get. Obviously you are constrained on this. We can no way move you back 100 feet, because it doesn't exist. So, we need to minimize the impact of any project. So whether that' s moving, shrinking, relocating, things like that is what we need to do now that, in essence we are starting with a blank slate, since it's a demolition. So previously you were just raising the roof. It was deemed a demolition. So we kind of start over, basically. MR. SMITH: So I ' ll be honest. It' s overwhelming, and I 'm a little bit confused as to what my next steps are. So the IA, I know we want to move back, right. Try to find a better place. That seems to be the number one priority, Glenn. At least the way you seemed quite concerned about the IA system. So is Board of Trustees 53 August 13, 2025 that -- I 'm just trying to understand. We talked about so many different things. TRUSTEE GOLDSMITH: We have a number of concerns that we expressed on the record. But for me, the fact that the ZBA tabled it to hear our concerns, I think, again, we made our concerns very apparent here on the record. So I think you go back to the ZBA with what we've outlined here. Address -- see what you can address with them, as well as Suffolk County Health Department for that septic system. What the ZBA does or doesn't do is not a purview of this Board. So based on that, then we'll reopen it at a later date and see what potential solutions you came up with to address those concerns that we expressed tonight. MR. SMITH: Is the process expedited in any way? I had to wait four months to get to the ZBA, I had to wait four months to see you, and now I 'm going back to the ZBA, and I'm going to come back to you. Is the process any different? MS. HULSE: Some of this was caused because you were building and there was a stop order, and there was a whole process there that created delay as well. So some of that was self-imposed. MR. SMITH: I .understand that completely. MS. HULSE: Okay. TRUSTEE KRUPSKI : And once you get through ZBA you get right back on our agenda. You are already on here, the hearings, so if we were to table it, it would just be tabled, so you get right back on the agenda. MR. SMITH: Can I get a copy of the Minutes. TRUSTEE SEPENOSKI : Are there any other comments from the members of the public or members of the Board? (No response) . Hearing no further comment, I make a motion to table this application. TRUSTEE GILLOOLY: Second. TRUSTEE GOLDSMITH: All in favor? (ALL AYES) . MR. SMITH: Thank you. MS. HULSE: Just to clarify, Mr. Smith, the Board Minutes have to be approved and then you can receive a copy once it' s been approved by the Board, which would be next month. MR. SMITH: Oh, it's a month from now? MS. HULSE: The approved Minutes will be next month. MR. SMITH: Is there anything prior to that? BOARD CLERK: No. (The stenographer notes this hearing is closed) . TRUSTEE GILLOOLY: N er 11, Sol Searcher Consulting on behalf of ANDREW L TERRONO RE CABLE TRUST 2011 requests Wetland Per it to modify th existing pe mitted dock c sisting of re oving the existing a 'ustable ram and 6'xl6' fl at dock; i tall handrai onto landwar 4 ' wide sta' rs to catwalk, extend the ca alk 16' seaward for a total of a 4 76' catwalk; stall flow-th ugh decking vat 3121 Oaklawn Ave - Concise Summary of ZBA Application III Received ZBA committee, APR 2 3 2025 Zoning Board of Appeals Thank you for reviewing my ZBA application. For your benefit, I would like to summarize my ZBA appeal in a more concise manner. I also want to share some additional thoughts for your consideration after observing a recent ZBA meeting and better understanding some of the things you consider. PROJECT SCOPE -Main House Construction:Straight forward rebuild with no change in house size,square footage, footprint, height, stories or setbacks. No change in#bedrooms or#baths(2/2). -Garage 2nd Story:Adding unfinished second story to existing one car garage for storage purposes. No change in square footage or footprint.The new height of 20 feet will feel like a standard garage height to immediate neighbors since their homes sit 8-10 feet above garage grade level.The side yard setback moved from 9'5"to 6'1"due to exterior stairs. -Property Additions: pergola, outdoor shower, garage stairs and jacuzzi (further details below) UNIQUE PARCEL -The challenges associated with my parcel are unlike any other parcel on Jockey Creek. The average parcel size of my 8 closest neighbors(4 on left and right of me)is 11,352 sq feet(.26 acres). See attached aerial photo for homes included in my analysis. My parcel is only 6953 sq feet(.16 acres). My parcel is 39%smaller than the average. I have the smallest parcel on Jockey Creek, and it obviously puts pressure on setbacks and lot coverage. Because of lot size, my existing,tiny 1203 square foot house and small 300 square foot single car garage cause me to already be at 21.9%of lot coverage. On an average size parcel(11,352 sq feet), my lot coverage would be very low at 13.4%. It is my very small parcel that makes everything challenging. The average house square footage for the same closest 8 neighbors is 1450, compared to my 1203 square feet(17%smaller). Lot Coverage Change: -Main house and garage construction will not impact lot coverage of 21.9%. -Proposed lot coverage increase is only 190 square feet.This small increase is associated with the following minor additions. -Pergola(100 sq feet): -Outdoor Shower(would not contribute to lot coverage if at grade level)(24 sq feet) -Landing associated with exterior garage stairs.(14 sq feet) -Jacuzzi (52 sq feet):Above grade, located outside FEMA AE high-risk flood zone and complies with FEMA height requirements. -Lot coverage moves from 21.9%to 24.6% -On a parcel of average size lot coverage would move from 13.4%to 15.1%. Lot Coverage Increase has little Impact on neighbors -The unique aspect of my small parcel is that there is no neighbor to the north (Jockey Creek)and there are no houses immediatelyto the east or west. Neighboring homes are completely behind - (south) my parcel. I also plan to add a fence and create a natural privacy buffer on my southern property line. The minor lot coverage additions listed above will not be visible to my immediate neighbors.All proposed changes will also enhance the surrounding neighborhood. Setbacks -Setbacks are always a challenge with a waterfront parcel that is only 6953 square feet. Nothing can comply with rear yard setback guidelines because there is almost no rear yard.Setback challenges for the pergola,outdoor shower, exterior garage stairs and jacuzzi are consistent with the parcel..It is not possible or practical for any of these items to be in the"rear yard",which is very small. It is most practical and preferred that these additions be in the side yard furthest from the creek and any wetlands from an environmental standpoint. It is also important to highlight that these additions will not be visible to immediate neighbors once a fence and natural buffer are. added. -Pergola:setback consistent with main house -Outdoor Shower:side yard 8'2" -Garage Stairs:side yard 61" -Jacuzzi: side yard 5ft Second Story Garay We considered adding a second story to the main house. We could have doubled its height, but ultimately,we decided that the same size single-story house was more in-character with the neighborhood. Instead,we chose to add an unfinished second storyto the garage for storage purposes since the main house had limited closets and no storage space. Regarding the second story, I want to highlight that the homes immediate south of me(70-6-11 and 70-6-11)to whom i sent legal notice of my proposed work,sit 8-10 feet above my garage.A second story will not impact them.When we told Clear Water(IA Septic Company)that we may at some point want to have a bathroom in the second story of the garage,they advised that we add it now,since it would impact the IA system that they design. Clear Water said my parcel is incredibly difficult from a system design standpoint. It will require multiple variances from the health department. They strongly advised that we install a state-of-the-art IA system now. Do all the work now and never have to upgrade it.This includes adding a 1/2 bath in the garage. Environmental Mitigating Efforts(cost of approximately 100k) I'm seeking a modest increase in lot coverage(190 square feet)and relief on setbacks that have no bearing on my neighbors, but at the same time I am making several very positive improvements to my property that are great for the environment. -State of the art new IA system: Replaces a concrete block system that is 50+years old and horrible for the environment. Preliminary plans submitted to health department. -Water run-off drainage system: No system exists today -FEMA compliance(lift house per plans): Not compliant today -Extensive non-turf buffer: Does not exist today. -Putting electric service from Oaklawn Avenue below ground: Does not exist today ..� � use� ��r;n '��(�e�cd • SEE SEC. 11O1' M A T C H _ z RD. (�0) T v a°. S re zs0' own 3 WEST Hli_L D. (501 loo39.1 o "r , �/ ` 'o ?6 w c 38 1 ].[A(c) /t/� 9B yo \ (•., 22 0 23 24 25 26 °1•50 �" �J9C�rc• '••' 1 fI: 47 a' ti ' ��J e~ co 41 tt, Ix,��zs, t•t. 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Yo DEPTH DRAINAGE LP(TYP-2) PALE BROWN HIGHEST EXPECTED 0 2.0'-2.6' SILTY SAND SP GROUNDWATER EL.1.43' gj� ~ WATER Pg �� PROPOSED O GROUNDWATER EL.1.1' SUFFOLK COUNTY WELL DATA P'� STOOPS n C� o WELL#S-16780.1 4 6.2„ n-\r - .- k a F HIGHEST G.W.EL.=5.43'(03/27107 NAVD88) �s k� ¢�0 0 k 3 k 36 0 C\ O O z w G.W.EL.CLOSEST TO TEST BORE=5.10'(10/18122 NAVD88) �' (`�s 4 0< `:>^S� '� a o DIFFERENCE IN ELEVATION=0.33' ++ }l h 0 � �� ��xW p, a` WATER IN PALE SP G.W.EL.TEST BORE=1.1(10/28/22-NAVD88) V ++ -a y R0 o� C - 2.6'-13.0' BROWN FINE SAND A� + X 3 65 ? �0 0 ' ESTIMATED HIGH G.W.EL.=1.43'(NAVD88) + N `V, X3\4 > V CO 0 0 0 f u m o 0 o�qa� >> o' ORENCO PUMP R 4. qL\..-..-..- -..� m �,! E TID a` x BORING BY:MCDONALD GEOSERVICES ' Pj\NG EL4.3'. a � gU K OjP6 P FtESF - Mljs 0 \ 6 kg ELINEq Ep NDS BOUNpq o U N TAKEN ON:OCTOBER 28,2022 FLO CK ./ Sow NW C W •06 g53 98• LeARI \ 10-17_ BY EN- RY, qS DO ABANDON a' M g _ - _ 22. CONSULT SURFACE ENCOUNTERED AT 2.6'BELOW �a p �' EXISTING :/�� , ,t t Pj'D w A oo _ _ ANTS SANITARY OF ^ 9' m' 6�' ro o TEST BORING HOLE G� , �h 333 2 gE OF IM � N.T.S. N N j./ -N,•,.' I 583�92 Q l) \ SEDONES�XNG ;, \,\•t 6� \^^\ PROPOSEDI/A LIMIT OF SANI DESIGN CALCULATIONS / 520 3 vAX 0 / S\iku Fp,NtN-VDW 5g� �O CONTROL PANEL _ W DE \SED 4o W / ;4A2 v h r S\NG 10 DS) 8 X 4.34 TANK CALCULATIONS: - v 2 ,t Z FD- ZOZSF I 1, y� PROPOSED VENT 2°MIN.WI CHARCOAL-----y_^ LINE Of FLOW(3 BEDS)=400 GAUDAY PROPOSED 17 LF QUICK4 0 / 3 q3 1 18 FF E\'650 3. m FILTER MIN.T FROM DOORS I WINDOWS -�RES_OUF CAPACITY FOR FUJI CEN5=749 GAL PLUS STANDARD LOW PROFILE INFILTRATORS / - 04 0 1 �� 16 _ PROPOSED 100 SF PE4R bLA INFILTRATOR CALCULATIONS: (TYP•3) p. ; 400 GAUDAY 12.83-(INFILTRATOR WIDTH)13(GAUDAY/SF)=47.11 LF / Ft(i�p, / 4.13 `a �+! - / - PROPOSED I/A 60G, 4 w PROPOSED UNDERGROUND ELECTRIC SERVICE 47.11 LF REQUIRED 6P F� N• i T N P 0\- o AIRLINE _ ______________ _ Z ( ) / P, 0 0 �`� 0 21. ,+n X 5.27 - - _ 51 LF PROVIDED 3 ROWS OF 17 LF 8"INFILTRATORS S�P�`L�, �C. p.59 g' r 1 N ° 11 9 +n ` X 4-76 TWEEN -_ u W GOP y5/ MNW D 2 P / 5M\N CQ i'APPR-X AE N&Z�E X PROPOSED GF/ h' 1.32 (X03. S 4`4 a ZDN RETAINING WALL = w=c;OFi NV 4.7p-'k 5.16 Z i (TW=5.20') F I b1 / \N o t1D' '.17 -M 1, 5 D RETAINING WALL TO BE RELOCATED I u z 0 C� �: Z p 4 2fi' w y n z X A2 j NJN1 3a�/ d WOOD 0 1pM\ // 5 PROPOSED BALCONY ABOVE m w PROPOSED FUJI CLEAN -�P� 8c ID / C 0.FEN, X 7.18 I W z W i z CEN•5 TREATMENT TANK �, �S ����5• y y GRAVEVEWP( a 2A 4 OSEDOVx(� 7.14 a RELOCATED RETAINING WALL, 3 ti z H w TO BE VENTED BACK / P C�� ��, o , 3.8g DR\ c PROP \S\ONO EDl ° B/H .55 DESIGNED BY OTHERS F h w THROUGH THE HOUSE �y�F�y Pv��P p ZNI-5 69 > slat"PGP�GEl1F5 � �6 7' 9 65 �Spg X H zo ^o ��pP�O?GOB X 3.60 _ F5� A N EX\SZ\NFF EDSg X , z 10.07d 6.60REMOVE 30LF OF u i�z wwgyO X 11.69 EXISTING BELGIAN CURB t tM 7 / 10 X 3, g W Fes' 1Q 5 \ w 2 -- X PROPOSED 52 SF w Q 6 5.11 7 41 X 11.34 X 11,58 SOVEREIGN HOT TUB\ Zj w I X 3.52 4 /+/+r d / 3. M 0 10.99 6+ 50 I X 11.59 X 12.34 + -k 1 8 i7.09 s75 I PROPOSED24SF + % OUTDOOR SHOWER I I REMOVE EXISTING WATER X 3 3// / +/ j 48 8�X1 11.01 X .53 H� SERVICE CONNECTION AND M 24 + } t I WATER VALVE NN / \ +./ X 3.67 c1--%k 8.1 X 11.46' 10.8 0 7.0 0 X 10.9 X 11.47 X PROPOSED WATER Fo I / 033 / d'S9 A 7 ZONE SERVICES Q z X 3.17 /tea// G i "w 11. 0 N• I / 51 A r35 11.0 PROPOSED WATER I Y �3.15 /( sZ�S �0 X 11. 5 METER z m I PROPOSED STAIRS I J Z O PROPOSED FUJI CLEAN �U o SITE PLAN I I //0�3>// +/ // �Q�' X 6 488 d d 1 1 INLET ADAPTER90 I YOYU y 1 / Poo n SCALE:1"=20' I X z.7z jC`G .so +/�o/ 4.ss �' _l I TAX LOT 1 z N°m o / WEEE F c / +// X s 71 / d/1 EXISTING GAS WPZER I FRAME RESIDENCE 3 m o 0 0 1 0 20 1 �' I / / / SERVICE TO 305 PRIVATE RD # REMAIN EXISTING OVERHEAD I # PUBLIC WATER X 4.05 i d NOTES: +� 0� TEST H WIRES TO BE OLE 1. ALL PROPOSED SANITARY LINES TO BE 4"0 SDR35 PVC PIPE ��' X 2.98 +/i// d I REMOVED I J UNLESS SPECIFIED OTHERWISE. 1 10 / I + I Q 2. NO EXISTING DRYWELLS WITHIN PROPERTY LINES. O� /j / // 7S X 5.26 i `; PROPOSED UNDERGROUND 9 3. ALL ULL NDERGROUND STRUCTURE LOCATIONS ARE I cJ ,�// / 1 ELECTRIC SERVICE ^ 0 APPROXIMATE&SHOULD BE VERIFIED IN THE FIELD BY THE ,(�j / + // X 3.87 i d 1 l `I CONTRACTOR BEFORE CONSTRUCTION BEGINS. �+ 4. ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL / / I 1 LlJ DATUM OF 1988(NAVO 88). �/ / /+/h X 4.88 w 19 + / I X 3.76 / I I ( C.?- Jt 3 o i"�s X i 6 X 4.91 z w 120V AC,1Q,60 HZ,20-AMP POWER SUPPLY. - �N/� #12-AWG WITH GND IN PVC CONDUIT. HIGH WATER ALARM WIRING -�.6� �J� �+ AS PER MFGR.IN CONDUIT. MAIN QUICK4 PLUS STANDARD NATIVE BACKFILL ESTABLISH VEGETATIVE 1}"LATERAL SERVICE PRESSURE PIPE LOW PROFILE CHAMBER COVER AND GRADE TO DRAIN 2°Xt}"REDUCER(TYP) Revised PANEL TOPSOIL z 2°FROM OWTS CONTROL a w 04/17/2025 12:27:51 PM PANEL u o a o m i • 2'UNDISTURBED �36'TRENCH WIDTH SOIL 2"HEA(TYP) � v� H z FUJICLEAN UNIT ELEC.SERVICE CENTER SUPPORT (SINGLE BLOWER CONNECTION DETAIL B NOTES: 1. FLUSHING MECHANISM WITH VALVE BOX DETAIL SHOWN 4 HEADER DETAIL * ����-� z QD DETAIL A NOTES: 2. INSULATE BOX AS NECES 1. QUICK4 STANDARD CHAMBER(LEFT)AND QUICK4 3. PVC FEMALE ADAPTOR WS HRA MALE THREADED CAP 3 N.T.S un HARDWIRE STANDARD MULTIPORT ENDCP(RIGHT)SHOWN 4. PIPE SIZES PER PLAN 2. PRESSURE PIPE SIZE PER DESIGN ORIFICES AT 12 5. INSTALL 90°SWEEP FITTING OR 2-45'BENDS,NO ELBOWS i GROUND ROD O'CLOCK,WITH FIRST AND LAST ORIFICE AT 6 O'CLOCK TO DRAIN THE PIPE(ADD EROSION PROTECTION SUCH AS z PATIO BLOCK) PRESSURE PIPE DRILL HOLE LOCATIONS ON END CAP wz m �z FUJIMAC BLOWER GAS w w 3 END CAP NOTE: z a o > BORII-200RII ELECTRIC LINES SHOULD BE SERVICE m a o o cYi w rc DETAIL A INFILTRATOR R INSTALLED BELOW GAS LINES AT ELECTRIC (ANY MODEL)DEL) CROSSINGS. DETAIL B j � SERVICE z ELECTRICAL ONE LINE DIAGRAM 3 INFILTRATOR QUICK 4 PLUS STANDARD LOW PROFILE s GAS & ELECTRIC CROSSING DETAIL 3 N.T.S \2�j N.T.S 3 N.T.S C0 OPEN DISCHARGE PUMP TODURAF OBTAIN GRAB SAMPLES Q LD24G BER ACCESS LJDRENCO EXTERNAL SPLICE L.t.20' H FLD24G G RG24 SAFETOX SBEX14 GRAT TO GRAD 2"STONEVENEER PUMP BASINISCHARGE ASSEMBLY CHOSEN BY MODEL PB2454V125 W/DRAIN HOLE OWNER 'a ND BALL VALVE x c7 TO = DRAINFIELD 4"PLUG AT GRADE FROM LIQUID APPLIED FOR CLEANOUT� .a z OWTS~ WATERPROOFING GRAT z w MEMBRANE a a ON w VARIES­- i15°Q14° z NO i w O • #5@14° 4°X4 Z. ORENCO DISCH w y iE z PUMP MODEL PF2 "p' w WATERSTOP 4"PVC WE MATERIALS&JOINTS EQUIVALENT TO WATER WATER STANDARDS OF CONSTRUCTION SERVICE iw AND PRESSURE TESTEDTO ASSURE n W ON, m o 0.08 CLEAR TIGHTNESS PRIOR TO BACKFILLING DRAINAGE PIPE 1H4 y i o a MIN SLOPE @ LOW 4"SDR35 PVCCAST-IN-PLACE CONCRETE • 4, ..a. (TYP.) _- : . 'i1:::;; �z wg DEADMAN POURED PRIOR _ ' PROVIDE 6°SAND&GRAVEL z m `-' TOP PUMP BASIN I BEDDING UNDER CLEANOUT W u o INSTALLATION PENETRATE 0. IFS-&32 1.35 I�10'-0° 10'-0"- ? ? PUMP BASIN 3°INTO DEADMAN s PUMP BASIN i RETAINING WALL DETAIL a CLEANOUT DETAIL 9 DRAINAGE & ELECTRIC CROSSING DETAIL 3 N.T.S 3 N.T.S \jj N.T.S 3 N.T.S cn HOUSE ~ F.F.EL.6.10' FUJI CLEAN INLET RETAINING WALL 10.38'TO ADAPTER 90 C/0 TO GRADE EL.4.48' o C.O.TO GRADE EL.4.0' (--------) ROUND ELEVATION 3.68' TANK GRADE.EL. COVERTO TOP OF RETAINING WALL W O .0.TO GRADE.EL.3.68' 3.68' COVERS TO RA.3 ,--RETAINING GRADE EL.3.69' BUOYANCY CALCULATIONS J I I WALL EL.5.20' w❑>- : j GARAGE j GRADE EL.4.0' EL.4.30' Q�z� I F.F.EL.3.59' I DISTAL HEAD HEIGHT 20" Z Oz 15.05'TO TANK " WEIGHT OF FUJI CEN5=463 LBS EACH >F z m I I .COVER TOP EL.4.1T WEIGHT OF BUOYANCY KIT=2,412 LBS Q O=o L------ ih.06'PRESSURIZED PIPE (2 X 8'X 1.5'X 0.67'X 150) J N O 8'INFILTRATOR WEIGHT OF SATURATED SOIL ABOVE BUOYANCY KIT=5,755 LBS Y LL Y U INV.EL— _-- ------ 3ROW5-17'LONG BOTEL.3.50' I (2X8'X1.5'X2.18'X110) Q O y w ------------- 41.31 RENC INV.EL. INV.EL.3.77' I WEIGHT OF SOIL ABOVE BUOYANCY KIT ABOVE HIGHEST EXP.=5,551 LBS 0 z 0 U) PUMP 3.60' (2X8'X1.5'X2.57'X90) O o PROPOSED INV.EL. z I TOTAL=14,181 LBS CV~u o FUJI CLEAN CEN5 TANK 2.83' INV.EL. I (h F INV.EL.2.99' 2.39' N BUOYANCY FORCE ON SEPTIC&TREATMENT TANK ASSUMING TANK IS EMPTY (NEEDS BUOYANCY KIT) I AND GROUND WATER IS UP TO HIGHEST EXPECTED GROUNDWATER 7.9'X 4.0'X 2.85'X 62.4=5,620 LBS HIGHEST EXPECTED 14,181 LBS SEPTIC TANK>5,620 LBS(2.52 FACTOR) GROUNDWATER EL.1.43' �• ---- - —— WEIGHT OF ORENCO DISCHARGE ASSEMBLY=26 LBS EACH BOT.EL.-1.42' RETAINING WALL WEIGHT OF CONCRETE DEADMAN=530 LBS BOT.EL.-0.2 BOTTOM EL.0.2' (PI(1.6)"2)X 0.5'X 150) LL ,o SANITARY SYSTEM PROFILE TQTAL=55fiLBS co o 3 N.T.S BUOYANCY FORCE ON PUMP BASIN ASSUMING IT IS EMPTY AND GROUND w WATER IS UP TO HIGHEST EXPECTED GROUNDWATER W (PI(1')^2)X 1.63'X 62.4=320 LBS = U) 556 LBS PUMP>320 LBS(1.74 FACTOR) z 119 Devised, 04/17/2025 12:27:57 PM 3/8"WIRE ROPE WITH(2)3/8 L\CC Z CABLE CLAMP(TYP) NYLON STRAP z 2"WIDE X 10'LONG 5/8"X 9°TURNBUCKLE u (TYP OF 2 MIN.PER TANK) K rc EMBEDDED EYEHOOK 3/8"WIRE ROPE WITH(2)318 CABLE CLAMP(TYP) i (TYP OF 4) d w wN 1 Oti�m mw CONCRETE ANCHOR SCUM BAFFLE B CHAMBER VOLUME(GAL) 1 SEDIMENTATION CHAMBER 277 SIZED PER FUJI CLEAN 6"MIN BED OF COMPACTED GRAVEL 7'-'* INSTALLATION MANUAL BENEATH TANKS AND ANCHORS 21 27}" 2�" 2 ANAEROBIC FILTRATION CHAMBER 278 0�' 3 AEROBIC CONTACT FILTRATION CHAMBER 127 DEADMAN CAPACITY USING SIMPLIFIED SOIL COLUMN APPROACH RECIRCULATION 4 STORAGE CHAMBER 63 USING IDENTIFIED FACTORS AIR LIFT PUMP 5 DISINFECTION CHAMBER 4 (n DEADMAN NET RESTRAINT O DISINFECTION TOTALVOLUME 749 MODEL DEADMEN(EA) DIMENSIONS PROVIDED(LBS) CYLINDER(OPTIONAL) W CEN5/CE5/CE7 2 8'X 1B"X 8° 22,200 4"INLET IPE 4"OUTLET PIPE CENT/CE10 2 8'X 18°X 6° 26,232 SPECIFICATIONS 4 ANAEROBIC MEDIA PP/PE FILLING RATE 32% 8'CEN10/CE14 2 X 18°X 8° 29,320 =�„ A l `, A L BOARD TYPE AEROBIC MEDIA PVCI PPIPE FILLING RATE 16 CENI4ICE21 2 10'X 18°X 8° 39,065 O AEROBIC MEDIA PP/PE FILLING RATE 57 CEN21/CE30 2 12'X 18"X 8° 51,235 BLOWER 2.8 CFM U EFFLUENT INLET BAF LE O O AIR LIFT PUMP TANK FRP z w „ FUJI CLEAN TIE DOWN DETAIL i PIPING PVC/PP/PE w> 4 N.T.S O ACCESS COVERS PLASTIC/CAST IRON z� o DISINFECTANT(OPTIONAL) CHLORINE TABLETS U zz RECIRCULATION PIPE FLOW BAFFLE 1/2"AIR INTAKE (CLEANING OPENING) FLOW OPENING(TYP.) B w a? 4.87" Fn+i Z 5> z 4.53° a 0, o p V CLEAN OUT MUST BE INSTALLED PROVIDE SECONDARY PLAN VIEW TO PROVIDE ACCESS TO THE SAFETY COVERS(TYP) 24"ACCESS COVER ADAPTER FROM ABOVE(TYP) DISINFECTION 3 �� 20"ACCESS COVER(TYP) 20"ACCESS COVER(TYP) 24"ACCESS COVER(TYP) CYLINDER(OPTIONAL) n W LL 6.24' h�1 z z FLOW OPENING w w 7.01 '� U w - BOARD TYPE FF----11 CONTACT MEDIA I ej OUTLET SOLVENT WELDED TO 4"LONG O o STUB OF 4'SCHEDULE 40 PIP CONNECTED TO FUJI CLEAN CEN UNIT(TYP) 4 4 �o}O 9PORTADAPTER0 DEGREE ALLPORT TOP VIEW O ® _ O RECIRCULATION Z ARE 4"OPENINGS 7.03" ASSEMBLY Z) m Z 7 PLAN VIEW z3° J o 0 Q0 W EXTRA INLET CAPPED �' �O VIA 4"SCHEDULE 40 1.97" Q 3 N O LL L o ADAPTER&PLUG(TYP) O o 4.7" AEROBIC MEDIA w 7. 4.3° a AERATION ASSEMBLY SIDE VIEW SECTION A-A VIEW SECTION B-B VIEW ,2 FUJICLEAN INLET ADAPTER DETAIL ,3 FUJI CLEAN CEN-5 DETAIL w 4 N.T.S 4 N.T.S U) RECEIVED TOWN OF SOUTHOLD MAR 13 2025 BUILDING DEPARTMENT SOUTHOLD,N.Y. ZONING BOARD OF APPEALS NOTICE OF DISAPPROVAL DATE:February 24,2025 AMENDED:March 4,2025 AMENDED:March 13,2025 TO: Thomas Smith 3121 Oaklawn Avenue Southold,NY 11971 Please take notice that your application dated February 3,2024 in conjunction with BP#51210: For permit "to legalize an"as built"demolition(a erTowrr Cotiedefitiitionl and recanstiuction ofan existing single fancily dwelling cotnplyin�with FEMA regulations-to consh•uet a second story-addition to the existing-accessary garago aa-A_ neraols,accessory,outdoor-shower and accessory hot tub at: Location of property:3121 Oaklaiyn Avenue.:Souti old,NY i County Tax Map No. 1000—Section 70 Block 6 Lot;10 Is returned herewith and disapproved on the following grounds: The"as built"=and proposed:construction on-this:tionconfomiina 6,953.31 sq.ft.lot in the R40,District.is not permitted pursuant=to-Article XXIII Section 290=I24,Which.states.lots measuring,less-than 20,00.0, square-feet in total size require a rear-yar&seiback'of'3'5 feet and maximum lotcoveMe of MIA The-single=famtl =dwelling has a rear. ard-setback of 11.8 feet and Jot covers a-at 24.6%. 01 Additionally the'tarouose''d'second'story addition to tbe-accessory.t:arage,-.hot tub.outdoor'shower and ner�"ola are not perttaitted pursuant to�Artide`III,Section"280=15,whtch'states accessory, buildings.and structuresshall-.be located in the required rear vard.. The accessorv'buildtna§lsteuctue.es;will:be located h he.side yard': . This Notice of Disapproval has been amended to reflect the revisions shown on the site plan received 3113125. 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. all MOM TOWN OF SOUTHOLD SEP 2 4 2025 BUILDING DEPARTMENT SOUTHOLD,N.Y. ZONING BOARD OF APPEALS NOTICE OF DISAPPROVAL DATE:.February 24,2025 AMENDED: March 4,2025 AMENDED: March 13,2025 AMENDED: September 24,2025 TO: Thomas Smith 3121 Oaklawn Avenue Southold,NY 11971 Please take notice that your application dated February 3,2024 in conjunction with BP#51210: For permit: to legalize an"as built"demolition(as per Town Code definition)and reconstruction of an existing single-family dwelling complying with FEMA regulations, to construct a second story addition to the existing accessory garage,an accessory pergola and accessory hot tub at: Location of property: 3121 Oaklawn Avenue, Southold,NY County Tax Map No. 1000—Section 70 Block 6 Lot 10 Is returned herewith and disapproved on the following grounds: The"as built"and proposed construction,on this nonconforming 6,953.31 sq. ft. lot in the R-40 District, is not permitted pursuant to Article XXIII Section 280-124,which states lots measuring less than 20,000 square feet in total size require a rear yard setback of 35 feet and maximum lot coverage of 20%. 1 The single-family dwelling has a rear yard setback of 11.8'feet and lot coverage at 23.17%iL' 1 Additionally,the proposed second story addition to the accessorygArage,hoffub and pergola are not permitted pursuant to Article III, Section 280-15,which states accessory buildings and structures shall be located in the required rear yard. The accessory buildings/structures will be located in the side yard. This Notice of Disapproval has been amended to reflect the revisions shown on the(2)site plans received on 913125. Authorized'571bnawre 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. , t �Dc 1 RECEIVED Background Note to ZBA: SEP 2 4 2025 9/23/25 This is my second time meeting with the ZBA. At ttemICGGQARPjQFa&K;Mng on May 1st, you asked that I meet with the Board of Trustees. You felt it would be helpful to get some insight into what issues were of greatest importance to them before granting ZBA approval. The meeting with the Trustees took place on August 13tn. The Board of Trustee discussion largely focused on the location of the IA septic system. Most notably, the fact that the IA system retaining wall ran along the bulkhead. They also highlighted LWRP comments whereby they requested that we reduce or mitigate the impact to "lot coverage". In our "revised" application, we have reconfigured the layout of the IA septic system. A feasibility study concluded that the only area that can accommodate the system is the front yard. There is no other option due to the uniquely small nature of the parcel and limited amount of accessible, open space. The good news is that by reconfiguring the layout, we were able to place the system further from the bulkhead and eliminate the retaining walls. We also significantly reduced the request for additional "lot coverage". The increase to lot coverage is now very minor at only 89 square feet. See submission material for more details and insight. Thank you for your time and consideration. Tom and Jen Smith - 31,,7 f 06�kGII)rJ RECEIVED `160 t � SEP 2 4 2025 9/23/25 ZONING BOARD OF APPEALS Updated Response to ZBA LWRP Letter Dated April 21 , 2025 NOTE: Per the ZBA office, the LWRP received my file on March 3rd. This means they likely had no information on the IA Septic system which was submitted on April 22nd. They also likely had limited knowledge of the environmental improvements being made. A list of those improvements was added to my file on April 24th. The list is captured below. LWRP Comment: The structure is located within a 1%Annual Chance of Flood Elevation. Owner Response: The main house is an existing structure that has always been in FEMAAE6. Per FEMA and Southold guidelines the house will be lifted, so the house has a BFE of at least 8. The house will be protected from a flood event that is 2 feet higher than a 1 in 100-year event. Such an event has never happened on Jockey Creek. The probability of such an event happening per FEMA is 1 in 500 years. LWRP Comment: Increase in Lot Coverage of 24.6% within this area should be avoided. Owner Response: There are 4 improvements contributing to the increase in Lot Coverage — pergola, outdoor shower, jacuzzi and garage overhang. Per LWRP's recommendation, the owner has decided to "relocate and minimize"the scope of work associated with the pergola, outdoor shower,Jacuzzi, and garage stairs overhang. The pergola has been reduced from 100 square feet to 50 square feet (which is identical to the trellis that has been in that same location for 20+ years). The outdoor shower is now smaller and based on its new location will not contribute to lot coverage. The jacuzzi is now a very small, saltwater system that utilizes only 280 gallons of water. The exterior garage stairs over-hang has been eliminated. Please refer to the Exhibit "Reducing Lot Coverage Per LWRP", which shows details of our initial request and our revised request. The additional "lot coverage" associated with these modest improvements is now only 89 square feet. Half of the 89 square feet are outside FEMA Flood Zone AE. The same exhibit also provides details associated with each of these changes LWRP Comment: Groundwater elevation is expected to rise over time in this hazard area. Owner Response: We have never noticed groundwater in our 4-foot sand foundation in the 20 years we have owned the property. The project will meet FEMA, Southold Trustee, DEC, and Suffolk County Health department guidelines and laws. The IA septic system design reflects the fact that groundwater may rise over time. The house will no longer have a crawl space and will have a base floor elevation(BFE) of at least 8 feet. Additional Considerations: Modest relief is being requested that amounts to only 89 square feet. Major improvements are being made to the house, neighborhood and environment. They include: -New state of the art IA Septic System -Removal of 50-year-old concrete block cesspool only 20 feet from Jockey Creek -New storm drainage system -Lifting house to comply with FEMA guidelines RECEIVED -Putting electric service from Oaklawn Ave underground -95% of property will be non-turf SEP 2 4 2025 ZONING BOARD OF APPEALS j RECEIVED SEP 2 4 2025 ZONING BOARD OF APPEALS 9/23/25 RESPONSE TO TRUSTEE LWRP CONCERNS - Letter Dated August 11 , 2025 LWRP Finding: "The action is inconsistent with Policies 4 and 6 of the LWRP". LWRP Comment#1. "The proposed structure is located in FEMA AE and Velocity Hazard VE flood hazard". Owner Response: To the best of my knowledge, my pre-existing home was always in the same flood zone. My family is very happy to be making many environmental improvements to the property. The environmental improvements include: 1-Lifting house so the first finished floor meets 8-foot guideline 2-Removing 50-year-old concrete block cesspool that was 20 feet from Jockey Creek 3-Adding state of the art new IA septic system 4-Adding storm drainage system 5-Placing 300 feet of electric underground 6-Non-turf buffer of 95% A comprehensive environmental impact study would clearly find that the Jockey Creek community and neighborhood greatly benefit from our project and the improvements we are making. LWRP Comment#2. "Structures in FEMA flood zones should be avoided, relocated or minimized to prevent loss". Owners Response: 90% of my property is in FEMA Flood Zone AE and the balance is in FEMA Flood Zone X. With respect to my house and garage, there is no avoiding FEMA Flood Zone AE. We are largely mitigating the potential loss impact associated with a flood event by lifting the house per FEMA guidelines, replacing the concrete block cesspool system with an IA septic system, and adding a storm drainage system. These are all significant improvements to what was there previously. Per LWRP's recommendation, we are "relocating and minimizing" the scope of work associated with the pergola, outdoor shower,jacuzzi, and garage stairs overhang. The pergola has been reduced from 100 square feet to only 50 square feet (which is identical to the trellis that has been in that same location for 20+years). The outdoor shower is now smaller and based on its new location will not contribute to lot coverage. The jacuzzi is now a very small, saltwater system that utilizes only 280 gallons of water. The exterior garage stairs over-hang has been eliminated. Please refer to the exhibit "Reducing Lot Coverage Per LWRP", which shows details of our initial request and our revised request. The additional "lot coverage" associated with these improvements is now only 89 square feet. Half of the 89 square feet are outside of FEMA Flood Zone AE. The same exhibit also provides details associated with each of these changes. gc)�1 ���EIVED SEP 2 y 2025 OARD of ,10 ING B APPEp�S _?al Oct la.wtj A-e So(I RECEIVED SEP 2 4 2025 REDUCING LOT COVERAGE PER LWRM"ING BOARD OF APPEALS 9/23/25 PRE-EXISTING LOT INITIAL REQUEST-ZBA&TRUSTEE REVISED REQUEST-ZBA& Notes Last COVERAGE TRUSTEE Updated Same size as existing trellis PERGOLA N/A 10' x 10' 100 Sq.-ft 10'x 5' =50 sq ft in same spot for 20 yrs 1_2/_31202J5 Open air and not on berm, OUTDOOR so does not impact lot SHOWER N/A 6' x 4' on Berm=24 Sq ft 4'x 4'= 16 Sq ft coverage 9/3/2025 GARAGE STAIRS LANDING- IE N A 3.5 x 4 - 14 Sg ft IF N/A rhang,removed jj - - - Very small saltwater unit JACUZZI containing only 280 N/A 80"x 90" =52 Sq ft 72" x 78" =39 Sq ft gallons 9 3 2025 it 23.17% 24.6% Lot coverage increased only Revisions made to LOT COVERAGE 21.9% Lot coverage increased 190 ft 89 sq ft alleviate LWRP concerns 9 3 2025 b �V vl TOWN OF SOUTHOLD �'�l U 1qt)iv2 ZONING BOARD OF APPEALS Appeal No. SOUTHOLD, NEW YORK AFFIDAVIT OF In the Matter of the Application of: MAILINGS /Ai o11d6LJ Ot,17� (Name of Applicant/Owf,,�4 ner) 31�1 Qcl (Ct fr�J , SCTM No. 1000- 70 (Address of Property) (Section, Block & Lot) COUNTY OF SUFFOLK STATE OF NEW YORK �Ioma /I, (Owner, ( ) Agent / j (/FYI rk residing at / Q l,,,,J AL -New York, being duly sworn, deposes and says that:On the r� day of t od-/ e , 20dS I personally mailed at the United States Post Office in 11, ,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 (V/ Assessors, or( ) County Real Property Office, for every property which abuts and is across a public or private street, or vehicular right-of-way of record, surrounding the applicant's property. (Signature) Sworn to before me this day of �ef e! , 20f S CODY LACH • Notary Public•state of Florida ° Commission#HH 727510 ' of My Comm.Expires Oct 2,2029 (Notary Public) 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. rb (770 3 y 'C3 095 9k 01,5 � o - fix ll`19 (-70 -- Are, C-70 - d lq 3/aU.S. Postal ServiceTm s CERTIFIED ,MAILO RECEIPT M •. Only fU I' Certified Mail Fee .-i•u J241 p— t^ Extra$QrviceS&Fees(checkbox,edd lee�PR.RsRI''@te) r3 ❑Return Receipt(hardcopY) $ — I 0 ❑Return Receipt(eledronic) $ J(. 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""'" - ------------------ §tri reat dApt NoO oxNo. 'R {{ -------------------------------------- I City ate+�YI+OCd• � ---______---•----------------------------------------- f pity,State�%P+ Cal I 15 ro �( n► N 11.215 11/3/25,8:37 AM USPS.com@-USPS Tracking@ Resu" USPS Tracking® FAQs > �v ii Tracking Number: kv Vt 5 Remove X 70221670000098969648 Copy Add to Informed Delivery (https://informeddelivery.usps.com/) Latest Update. Your item was delivered to an individual at the address at 6:26 pm on October 17, 2025 in BROOKLYN, NY 11215. Get More Out of USPS Tracking: m m USPS Tracking Plus® '' Q a- sv Delivered Delivered, Left with Individual BROOKLYN, NY 11215 October 17, 2025, 6:26 pm See All Tracking History What Do USPS Tracking Statuses Mean? (https://faq.usps.com/s/article/Where-is-my-package) Text & Email Updates u USPS Tracking Plus® u Product Information u See Less Track Another Package Enter tracking or barcode numbers https://tools.usps.com/go/TrackConfirmAction?gtc_tLabeisl=70221670000098969648 1/2 —To 9 z � � tom 0 To � ►� In c 0 �,4 Gowe'T , SENDER: THIS DELIVERY ■ Complete items 1,2,and 3. A nature ■ Print your name and address on the reverse X b Agent i so that we can return the card to you. ❑Addressee ■ Attach this card to the back of the mailpiece, B• Received by(Printed Name) C. ate of Delivery or on the front if space permits. 1 Article Addressed to: D. Is delivery address different from item 17 Yes If YES,enter delivery address below: ❑No i / i , VtC � 0(2 - �sio�l� rn�rr i Sov4,l d N Y / / !7l 3. Service Type ❑Priority Mail Express@ II I IIIIII 111111111111111111111111111111111 IIIIIIIIIIIIIIIIIIIIIIIIIII1IIII IN ❑Adult Signature ❑Registered MailTm f ❑Adult Signature Restricted Delivery ElRegistered Mail Restricted ❑Certifid Mail® Delivery 9590 9402 7502 2098 8933 11 ❑Certifld Mail Restricted Delivery ❑Signature Confirmation*^+ ❑Collect on Delivery 1.7 Signature'Confirmation Ict on Delivery Restricted Delivery Restricted Delivery 7022 1i67±0; 000G 9$96 :9419 iedMalf - red Mall l -— - - -- - (over$500) 4 PS Form 3811,July 2020PSN7530-02-000-9053 , SENDER: COMPLETE THIS SECTION ON DELIVERY COMPLETE KF�eceived ■ Complete items 1,2,and 3. ❑Agent ■ Print your name and address on the reverse ❑Addressee so that we can return the card to you. B. rinted Name) C.Date of eliv1k Attach this card to the back of the mailpiece, D �s or on the front if space permits. 1. Article Addressed to: D. Is delivery address different from item 1? es If YES,enter delivery address below: ❑No . 5,3o95 '6 s '?o_(ox J/79 cove r� Q� y j III IIIIII IIII III I II I II IIII I I I(IIII III II I III III Priority Mail Epre ss®9r 3. Service Type ll ❑Adult Signature [3Registered Ma ❑Adult Signature Restricted Delivery El Registered Mall Restricted Delivery � [1Certifl d Mail Restricted Delivery ❑Signature Confirmation*"' 9590 9402 7502 2098 8932 67 ❑Collect on Delivery ❑Signature Confirmation n..r.,.,. R—trirted Dellvery 2. Article Numhar'lTransfar from sari%rc%had 7222 1672 D�O`p 9896 97I liliiiltjl�'II{11+,:13 . PS Form 3811,July 2020 PSN 7530-02-000-9053 TOWN OF SOUTHOLD ZONING BOARD OF APPEALS �,t ,�� SOUTHOLD, NEW PORK ,d J AFFIDAVIT OF In the Matter of the Application of: POSTING a.�jj �jer i�ni 4�U(M� (Name of Applicants) COUNTY OF SUFFOLK STATE OF NEW YORK 1, / 10610f upm 17' residing at ?/"I/ a-Lkle "i Ayt , F00-IL/I , New York, being duly sworn, depose and say that: I am the (Owner or ( ) Agent for owner of the subject property On the /a day of (0.C , 2US, I personally placed the Town's Official Poster on subject property located at: ,3/�, /J 41971 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 V -20af� (Owner/Agent Signature) 6b� , 20 LL Sworn to before me this 7 Day of (�Cr aJ otary Public) ?�,�►�`Y''!t: CODYLACH `'` Notary Public•State of Florida `•� s= Commission 8 HH 727510 My Comm.Expires Oct 2,2029 FORM NO. s RECEIVED goo I l TOWN OF SOUTHOLD - - , Building Department MAR 0 3 2025 Town Clerks Office Southold, N. Y. 11971 ZONING BOARD OF APPEALS APPLICATION FOR CERTIFICATE OF OCCUPANCY Instructions A. This application must be filled in typewriter OR ink, and submitted in DUPLICATE to the Building Inspector with the following; for new buildings or new use: 1. Final survey of. property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final approval of Health Dept. of water supply and sewerage disposal—(S-9 form or equal). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Commercial buildings, Industrial buildings, Multiple Residences and .similar buildings and installations, a certificate of Code compliance from the Architect or Engineer responsible for the building. 5. Submit Planning Board approval of completed site plan requirements where applicable. B. For existing buildings (prior to April 1957), Non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey-of property showing all property lines, streets, buildings and unusual natural or topographic features. 2. Sworn statement of, owner or previous owner as to use, occupancy and condition of buildings. 3. Date of any housing code or safety inspection of buildings or premises, or other pertinent in- formation required -to prepare a certificate. C. Fees: - 1. Certificate of occupancy$5.00 2. Certificate of occupancy on pre-existing dwelling or land use $5.00 3. Copy of certificate of occupancy $1.00 ff Date ...........a.. �.r.7.7.� New Building .................Addition ................ Old or Pre-existing Building ... .. ....... Vacant Land ........... Location Of Property .1�.:�...� ... .�....... ...........V..: ....... 5,�.... -1.�.'. " �n Owner Or Owners Of Property ....................... :?:::�... .c................' ...... Subdivision .............................................................Lot No. ...x..... Block No. x........ House No.... .Y.... ............................. ... : ... .a �. Permit No. ....... .... Date Of Permit ... ..Applicant Health Dept. Approval .....0!`:.:......� .......L.abor Dept. Approval .............�....I�...�............. . ..... Underwriters Approval .......!!.�.`..�Y.':i 4........... Board Approval ....N:.R ...................... Request For Temporary Certificate ........................................ Final Certificate ..........'. ........................ .. FeeSubmitted $ .................................. Construction on above described building and emit meets all a licable codes and regulations. t Applicant .... .. ................. . ............ ...... Sworn to before me this ����/,� ..........f.�... day of ..... ....... ............... (stamp or seal NotaryPublic .... . ..... .. . ..... .. .: oun � t�� tY / FORN No. S TOWN OF SOUTHOLD RECEIVED BUILDING DEPARTMENT vo(I Town Clerk's Office MAR 0 3 2025 Southold, N.' Y. ZONING BOARD OF APPEALS Certificate Of Occupancy No. Zb$80. . . . . . Date . . . . . . . . . . .Feb., . . .. . . . . . . . .. 19.76 THIS CERTWIES that the building located at R...p . LIS. dawn.Ave . Street Map NO. .=. . . . . . . . . Block No. . -Yz. . . . . .Lot No=x . . .SAutbold . .F.-Y.a. . . . . . . . . . conforms substantially to there r^ e t f . o f l d *e7. n iou 'r: a ode built er .f ate, off occ pancy dated . .before. A-pr. 23 . . . ., 19.57. pursuant to which No• 2fz880- dated . . . . . . . . . . k:eb.. . .4. . . ., 1976. ., was issued, and conforms to all of the'require- ments of the applicable provisions of the law. The occupancy for which this certificate is issued is .Primate. one.. family .dveUiag.wi.th.accessory, gAr4ge.,. .dpcx, .3. pilings$ some chain link fencing in rear yard, post & rail fer_cing on waterfr-; The certificate is issued to .Abram •Berl$nger •&•Elan •0-'Sullivan- owner-a Bu3.kheading of the aforesaid building. (owner, lessee or tenant) Suffolk County Department of Health Approval .Pre—existing. . . . . . . . . . . . . . . . . . . . . UNDERWRITERS CERTIFICATE No. . .pre-axis:Ming. . . . . . . . . . . . . . . .. . . . . . . . . . . . HOUSE NUMBER 3.1.45. . . . . . . . Street . . Daklawn .five. .. . . . . . . . . . . . . . . . . . . . . .. . . . . . .. . . . . . Building Inspector I TOWN.OF SOUTHOLD BUILDING DEPARTMENT RECEIVED SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL MAR 1 7 2025 DATE:February 24,2025Z?� ING BOARD OF APPEALS AMENDED: March 4,202 AMENDED: March 13,2025 TO: Thomas Smith 3121 Oaklawn Avenue Southold,NY 11971 Please take notice that your application dated February 3,2024 in conjunction with BP#51210: For permit:to legalize an"as built"demolition(as per Town Code definition)and reconstruction of an existing single-family dwelling complying with FEMA regulations to construct a second story addition to the existing accessory garage an accessory pergola,accessory outdoor shower and accessory hot tub at: Location of property: 3121 Oaklawn Avenue, Southold,NY County Tax Map No. 1000—Section 70 Block 6 Lot 10 Is returned herewith and disapproved on the following grounds: The"as built'and proposed construction on this nonconforming 6,953.31 sq. ft. lot in the R-40 District,is not permitted pursuant to Article XXIII Section 280-124 which states lots measuring less than 20,000 square feet in total size require a rear yard setback of 35 feet and maximum lot coverage of 20%. The single-family dwelling has a rear yard setback of 11.8 feet and lot coverage at 24.6%. Additionally,the proposed second story addition to the accessory garage, hot tub,outdoor shower and pergola are not permitted pursuant to Article III,Section 280-15,which states accessory buildings and structures shall be located in the required rear yard. The accessory buildings/structures will be located in the side yard. This Notice of Disapproval has been amended to reflect the revisions shown on the site plan received 3113125. Authoriz d Si re Note to Applicant:Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: tile,Z.B.A. RECEIVED TOWN OF SOUTHOLD MAR 0 4 2025 BUILDING DEPARTMENT SOUTHOLD,N.Y. ZONING BOARD OF APPEALS NOTICE OF DISAPPROVAL DATE: February 24, 2025 AMENDED: March 4,2025 TO: Thomas Smith 3121 Oaklawn Avenue Southold,NY 11971 Please take notice that your application dated February 3, 2024 in conjunction with BP# 51210: For permit: to legalize an"as built" demolition(as per Town Code definition) and reconstruction of an existing single-family dwelling complying with FEMA regulations at: Location of property: 3121 Oaklawn Avenue, Southold,NY County Tax Map No. 1000—Section 70 Block 6 Lot 10 - Is returned herewith and disapproved on the following grounds: The "as built" construction, on this nonconforming 6,953.31 sq. ft. lot in the R-40 District, is not permitted pursuant to Article XXIII Section 280-124, which states lots measuring less than 20,000 square feet in total size require a rear yard setback of 35 feet and maximum lot coverage of 20%. The single-family dwelling has a rear yard setback of 11.8 feet and lot coverage at 21.9%. This Notice of Disapproval has been amended to reflect the revised lot coverage calculation shown on the site plan received 314125. _&.Z= 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. RECEIVED 80t TOWN OF SOUTHOLD mm 2025 BUILDING DEPARTMENT SOUTHOLD,N.Y. ZONING BOAR®OF APPEALS NOTICE OF DISAPPROVAL DATE: February 24, 2025 TO: Thomas Smith 3121 Oaklawn Avenue Southold,NY 11971 Please take notice that your application dated February 3, 2024 in conjunction with BP# 51210: For permit: to legalize an"as built" demolition(as per Town Code definition) and reconstruction of an existing single-family dwelling complying with FEMA regulations at: Location of property: 3121 Oaklawn Avenue, Southold,NY County Tax Map No. 1000—Section 70 Block 6 Lot 10 Is returned herewith and disapproved on the following grounds: The "as built" construction, on this nonconforming 6,953.31 sq. ft. lot in the R-40 District, is not permitted pursuant to Article XXIII Section 280-124, which states lots measuring less than 20,000 square feet in total size require a rear yard setback of 35 feet and maximum lot coverage of 20%. The single-family dwelling has a rear yard setback of 11.8 feet and lot coverage at 23.4%. 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. RECEM g APPLICATION TO THE SOUTHOLD TOWN BOARD OF APPEAL �I err AK U 3 2025 AREA VARIANCE ,� House No.�f 07/ Street Oakf a-",4J � 5-O Hamlet f lNGBOA D OF gppEALS SCTM 1000 Section: -7D Block: �o Lot(s) (o Lot Size:_6? one tl — 7 0 I(WE)APPEAL THE WRITTEN DETERMINATION OF THE BUILDING INSPECTOR DATED r ��5 BASED ON SURVEY/SITE PLAN DATED /J Owner(s): �/ / ofn a lr �I_)vy� a-,)C/ Mailing Address: orLk 1 v£ ri f Telephone:W-7-92-2-LiYWo Fax: ^J A Email: /f' <3PI i.S STP_!�H( 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:tjlw for( )Owner( ) Other: Address: Telephone: Fax: Email: Ple a check to specify who you wish correspondence to be mailed to,from the above names: Applicant/Owner(s), ( )Authorized Representative, ( )Other Name/Address below: WHEREBY HE BUILDING INSPECTOR REVIEWED.SURVEY/SITE PLA DATED a?1 JS and DENIED AN APPLICATION DATED 1 S FOR: 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.) 1 a Article: )0(1 1 1 Section: a 8� Subsection: Type of Ap eal. An Appeal is made for: (VA 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, N has not been made at any time with respect to this property, UNDER Appeal No(s). Year(s). f (Please be sure to research before completing this question or call our office.for assistance) Page 2, Area Variance Application - RECEIVED Revised 6/2023 /] / 1 MAR 0 3 2025 REASONS FOR APPEAL 441 C11-L (Please be specific,additional slTeets m preparer's signature notarized)ZONING BOARD OF APPEALS 1. An undesirable change will not be produced in the CHARACTER of the neighbor or a detriment to nearby properties if granted,because: 5_, 0-14LCkme,,l+ 2.The benefit sought by the applicant CANNOT be achieved by some method feasible for the applicant to pursue, other than an area variance, because: a� CkMar� 3. The amount of relief requested is not substantial because: 5e-e h►'��°"1-�- 4.The variance will NOT have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district because: j �G�Vn -C 5. Has the alleged difficult been self created? { } Yes,or Ix No Why: �Q.L l�C►'��''t� g Y f`Z • Are there any Covenants or Restrictions concerning this land? (Vf 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. --_ Signature of Applicant or Authorized Agent (Agent must submit written Authorization from Owner) Sworn to before me thisQ day CONNIE D.BUNCH Notary Public,State of New York of ( O'lr V 20 t�k No.01BU6185050 - Ouaiified In Suffolk County Commission Expires April 14,2 � Notary Public s t RECENM Page 2, Area Variance Application - REASON FOR APPEAL Py MAR 0 3 2025 1-An undesirable change will not be produced in the character of the nei "86ma OF APPEALS detriment to nearby properties if granted,because: -1 have owned the subject property for nearly 20 years. The house must be close to 50 years old, so a complete renovation is desperately needed. We considered expanding the footprint of the house or adding a second story, but we ultimately decided not to either. This decision was made in part because doing so would not fit the character of the neighborhood. We ultimately decided to maintain the same exact footprint, not add to square footage, not add a second story and not add any.bedrooms or bathrooms to the main house.The new house will look very similar to the house that was there previously(please see submitted photos). My wife and I feel strongly that the work we plan will fit the character of the neighborhood. We also want it to compliment and add to the character of the neighborhood. 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: -We are not changing the size of the house, shape of the house, height of the house, or the lot coverage associated with the existing main house.We also are not adding a second story or adding to the#of bedrooms or bathrooms in the main house. We are simply improving every aspect of the house that exists there today. Nearly every aspect of the house will be new. We will do everything within our power to make it add to the character of the neighborhood. It should be noted that our original plan,for which we had all necessary approvals (Trustee, DEC and Building Department), was to do a very major renovation that fell below the"50 percent rule". When the demolition process started, and walls and the roof were opened it quickly became obvious that work beyond 50%would be needed. I've enclosed a few pictures that show what we discovered. 3-The amount of relief requested is not substantial because: -Once again,we are not changing anything with respect to the main house that will have any bearing on our neighbors. We are simply improving what is there... new walls,floors,siding, roof, windows, doors,stoops,gutters, chimneys etc. The interior will be new as well including bathrooms and kitchen. I have enclosed a picture of the house prior to the renovation and a picture of the planned house. 4-The variance will NOT have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district because: -No change is planned to the yard or environment surrounding our house. We will maintain the same number of stoops. We will also maintain the same amount of walk-way area and patio area. We do not have or plan to have a sprinkler system and we do not use fertilizer.The amount of non- turf buffer is noted on the survey. No additional turf will be added. A new storm damage pool will be added per the site plan. House will also be lifted per FEMA so the finished floor is at 8 feet. 5-Has the alleged difficulty been self-created. No. The setbacks and lot coverage for the"demo and rebuild"are the same as the existing house that we bought nearly 20 years ago. Nothing is changing. There are existing CO's in place that take into account these setbacks and lot coverage. It is important to highlight that our tiny 1200 square foot house sits on an incredibly small.16-acre parcel. As small as the house is it simply cannot satisfy all setback and lot coverage rules.This is a pre-existing condition. RECEIVED MAR 0 3 2025 1 ZONING BOARD OF APPEALS PHASE TWO: 2"d Story Garage, Outdoor Shower, Jacuzzi, and Pergola for The Smith Residence-3121 Oaklawn Avenue, Southold NY 11971. The owners of 3121 Oaklawn Avenue are looking to make additional changes to their summer home. They continue to seek changes and improvements that will fit the character of the neighborhood and will add to the appeal of the community.At the same time,they are looking to avoid any impact to the environment. There are obvious challenges associated with a lot that is only 6953 square feet. Existing lot coverage of �( 21.9%will only increase to 24.6%with these minor changes. RECEIVED Details of PHASE TWO changes: MAR 17 2025 ZONING BOARD OF APPEALS GARAGE SECOND STORY -Owners adding a second story to the garage. No change to garage footprint.The main house is only 1203 square feet. It has limited closets and absolutely no storage.The proposed house plans also eliminate the crawl space.We considered adding a second story to the main house but felt it would be out of character with the neighborhood. Instead, we are looking to add a second story to the garage. This will be "unfinished space" that will be used for storage. PERGOLA -Simple pergola between the house and garage will give the property a bit more character and aesthetic appeal. There was a small trellis in this same location previously. OUTDOOR SHOWER -Standard size outdoor shower on berm next to the garage.This adds to "lot coverage" since not at grade level. AA CUZZI -Standard size jacuzzi on back berm. 2 feet above grade. Electrical permit will be secured. MOVING RETAINING WALL -Existing curved retaining wall that starts at SE corner of garage will be straightened to provide clean separation between patio and berm. Size and length will be unchanged. It will simply be rebuilt and moved slightly. (Note: For the benefit of us and the neighbors south of us, a modest, natural privacy buffer will be added) RECEIVE® �0// Zoning Board of Appeals MAR 0 3 2025 APPLICANT'S PROJECT DESCRIPTION APPLICANT: /' f']O i'Yl CLf a,,-7 d ji i h i J rn SCTM No. /000-3B? to @? D OF APPEALS 1. For Demolition of Existing Building Areas `` Please describe areas being removed: � 5s"(n r4el L,,l S o0 rn 4 f 2 rL— I�°V st- 1S ke,V,qq, CAD M O�L6-LA 2 re-L' 4. a, �q e a&1S A A ivy n�,r L,ao�\lS v�o� ` Vt oli �. rfrr,ov"r' yyno3- /o i LACL-- 1 .S lam yio Gb�pty r+q o-7 ri S!2,e_ J r 0 am 4Q--o� ov,+A ✓ �jccTv�IT II.New Construction Areas (New Dwelling or lew Additions/Extensions): Dimensions of first floor extension: 33 I'll? �� x 02 rl Dimensions of new second floor: N f1 Dimensions of floor above second level: ^J A Height(from existing natural grade): A, gA% //e Is basement or lowest floor area being constructed? If yes, please provide height( b�yve rou d) measured from / natural existing grade to first floor: l r-/ �t!c,,�� tiou�v�°�s �11 r� II III ) as rrd fro' `� Wi� --LrM/r) rLC� n f�' � S C1 (,Vi�( �Y FC oved. camel S I4Y� usr�k. n,�/,o wl A-rah 2-A -/A/ wll l s i nn ai m w k l l s ,�c r� � d r P III.Proposed Construction Description (Alterations or Structural Changes)4k &-cic - (Attach extra sheet if necessary). Please describe building areas: /�� �/ j N mber of Floors and General Characteristics BEFORE Alter tions: /'?0 9 ��-t �Si nP/e 7'/, S�n9Ce I 'Ln-e wA 2 4�aMc 6Q l Number of Floors and Chan es WITH Alterations: s / 03 s ��n foo►� C..Yr� n ��✓ � ova" d �i- `i IV. Calculations of building areas and lot coverage,sky plane(From Surveyor,Design Professional): Existing square footage of buildings on your property: /p?03 Proposed increase of building coverage: ^f to/if- Square footage of your lot: / acres-) Percentage of coverage of your lot by building area(lot coverage) 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): /-?CD3 For Residential lotsq16S project within the allowable Sky Plane?(Please refer to Chapter 280, Section 280-208 of the Town Code): V.P rpose of New Construction: /-10ti v WRJ' !✓e 4arn�� (�OV7C��Z"/ - z 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 equire ent(s): Describe on separate p ge if nee ed: 4ctl 'PCV L IS Ver [ L IJ e- OuY Gi f !'t a �Pl�rr✓t �" Gu 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 RECENED Z� A. Is the subject premises currently listed on the real estate market for sale? I Yes / No MAR 0 3 2025 B. Are there any proposals to change or alter land contours? ZONING BOARD OF APPEALS No Yes, please explain on separate sheet. / C. 1.) Are there areas that contain sand or wetland grasses? O ,,rrd ano-d-4 ery�✓�� 2.)Are those areas shown on the survey submitted with this apple ation? LI/ 3.) Is the property bulk headed,between the wetlands arga and the upland build* area? ro &/ r 6t.�111rr aredc 6ol� 4.) I your pr erty contains wetlands or pond areas, hav ou contacted the Office f the BOARD OF TRUSTEES for its determination of jurisdiction? Yes Please confirm status of your inquiry or apI�li tion with the Board of Trustees: �UJ�ee ro✓a1 viovJ"� s � r rvca,oy r-er�o�z��-►o wi .'� If issued, please atta h copies your permit list'n onditipns of approval with a copy of the approved survey. 6 rA j ®�✓ pr J e cT lvow bPwn9 "cJ P r -k r)�P_,s it D. Is there a depression or sloping elevation near the area of proposed constr ction at or below five feet above mean sea level? NO - prop very - 'l ,+ E. Are there any patios, concrete barriers, bulkheads or fences that exist that are not hown on the survey that you are submitting? O - eveA 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? YE s c"d N o If yes, please submit a copy of your building permit and survey as approved by the Building rl f�t �Department and please describe scope of work: gvi U ns v—�J 4110\14A1.oJ r4cr4 + Wi- d Od P.0 np LA-) r! 5 "C no o., �n�r 1014a peiiK, a t c 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. 0,;Q&C" H. Do you or any co-owner also own other land adjoining or close to this parcel? 0 O If yes, please label the proximity of your lands on your survey and identify the Suffolk County Tax Map No. J/A I. Please list present use or operations conducted at your property, and/or the proposed use ff (examp es:existing sinJAe family,proposed:same with garage,pool or other) �m 7 S Authorized signature Date /�- Ate) ya as sy 00 8 ----------- ------ TOWN OF SOUTHOLD LLJ = r-----------_ 1 00 - I I SUFFOLK COUNTY, NEW YORK z I o SCTM: 1000-070-6-10 u- _ �-.I l 0 o' -i un g u lb H �� � SEE SHEET 2 �5�) t L Y rGG.IE la R� 5 FOR ENLARGED ; Ra P�'6� Y ox�w #vej �J' O�DRLKE9BQQIUUNDAftY.AS ��J SITE PLAN i ��G aao—� % M„� 8 FLNFAEOBYENjONULTA — — � CS/H o, 5 6, D-1,-z: 41.1 _-- (�GP .t0' eo ____—_1_—__ uwr of uao -sENA,E WAVE AcnaN G O B,NNE Df COSl�51�EMBMU� I (p aLSYUS _—___ n II 6 1990 A. /e ry, Oo I c •? °G t� %. nUNE l�EI I Z � Uy 3m wW I �K ve I I aaa�Y N-> x I � A,i J I OOU NK TAX GOT is WT 13 I rnPyp�,W W3 I 1 ' a /t / e� �xS$ a l x I T pee I �OPue�° Z 5�h• z�•.�ya��:o \/c ti0$y 6�f1yJsY / NO ENO�pECCl10 I IL / /\ a;1;.99x,,.� J I I AV" Lu OVERALL SITE PLAN � / �� �!h�h SCALE:1"=40' I X. 7. 0 20 40 i %J,>�if�// ; �' S>:6g�N�.�,%,6 I. I TAX�T N�E9JI > A ..g�1.I %/ O 1 /s 3// / yfi�a5s 6` / WAR L i - -/�-------------- --------- 9a i" TAX r,pT 9 , % i2 / I I z w FBAMp RED S % ae w UE ``\ I `F�/ I I 7 Lb ,3105pUon. III Ory9o/�////� / x 1»� -\ 1 z❑ W O W w PROPOSED UTILITY POLE CONNECTION FOR PROPOSED I/ f>./ �I %<al y D: UNDERGROUND ELECTRIC J(�y�j„�` a , TAX'OTE�Dp� , �" F+i 'z � T 9 TAX ' p` A. ''A+ / z 9a•/ //11 %aoe FµpV.E VR D#5 \ I // zerz i ABAo' I x sae 15xa: PROJECT T T LOCATION R :II /ice srA,t 1 p t TAX W oo+ � \ / A9 �) A1.0 �o LOCATION MAP $g '`°' �� ' 1 ♦ i / I / TAX 3BU .� /'� ,i'i~ _ ❑ �G110N / � �3+if- a I pnD coru+A _ Y W= O O I \ / / PEtO'PUBUc'N •+ •4 H}J LOT AREA: leviiqak a Y °o F 0 6,953.31 SF OR 0.16 AC $ , k � oyo 0 LL`� ��. ✓"_ �+( U o a o 0 co t ,�-© 24e LL o its Ra p�t� eK W 2 U) WFI 44''AA z OQ'I cal ooN T EXISTING ONE STORY SINGLE o o FAMILY DWELLING TO BE REMOVED A o� N�. o a RECEIVED W = ��� U o g�A tiry z _ 0 P ((q PROPOSED 4°SDR35 o V-- o N U SE P 2 4 2025 cJ��T� y p �P DRAINAGE PIPE O\ ��� ��Q EXIST.GRD=3.T(SC GIS MAPPING AND SASKAS SURVEY) s`t Y \' w 0.0'-2.0' AND LOAM MIXEDSAND OL O�g�E PROPOSED 112'DIA X 4'EFF ���� HIGHEST EXPECTED ZONING BOARD OF APPEALS ,g�S yy p O ^ DEPTH DRAINAGE LP(TYP-2) z g o CJ 0 2.0'-2.6' PALE I'BROWN SAND SP GROUNDWATER EL.1.43' .g�� O � 0 SILTGn WATER Pg PROPOSED O GROUNDWATER EL.1.1' SUFFOLK COUNTY WELL DATA 'V STOOPS WELL#S-16780.1 S'SP kR 56,2,E n M_Hw a r HIGHEST G.W.EL.=5.43'(03/27l07 NAVD88) A k 'IO O-r k 3 y> `0 1} n _ Q E^`°' w G.W.EL.CLOSEST TO TEST BORE=5.10'(10118/22 NAVD88) co Iq 3 4 s O km DIFFERENCE IN ELEVATION=0.33' o PROPOSED I!A , h� 0]Q WATER IN PALE SP G.W.EL.TEST BORE=1.1(10/28/22-NAVD88) ELECTRIC LINE �' - °`'_ R J � Y�' 2.6'-13.0' O ..' - po X�.4 s� 0 h BROWN FINE SAND ESTIMATED HIGH G.W.EL.=1.43'(NAVD88) { N �y'4 a 2 'O o 0 g X �D o Q 60 M W 65 �`,.,, 6 Q o 7 N 3. \. o m oN �a� a 61 ' 6 o PROPOSED VEGETATED BUFFER .a 8 U rc< x 'w o T\NO MEE°NG EXISTING TEXISTINGCLEARING�LIMTS �°'�D TO / BU \( COZP pCR 5 4 Mlj w� TtLIN ETLANDS ---- BORING BY:MCDONALD GEOSERVICES E a o o" `-' TAKEN ON:OCTOBER28,2022 OP , S \ a3 ELIN BOUND FL K W W o@ A6 3 F Off s 0 6 17 ATED EN- A AS NOTE:WATER ENCOUNTERED AT2.6'BELOW 0� o� / / H 0 - Aj,O 95 98 10_ BY _ _ U TgNT 0 1 ORE NCO PUMP M 6 _ 2z• CONS SURFACE o IABANDON RIM EL=5.1 °�\� ^ 9 � �w 6, -1. I° 6 S TEST BORING HOLE EXISTING ] °F �7�I �`� 3g �; � E OF IM N.T.S. SANITARY i 1• Lt 3 Z PROPOSED 17 LF QUICK4 PLUS N /OQJ � 3 r /// 0�( c, STANDARD LOW PROFILE /c V OS OW ,r, \J\' QyC�OJ ` \ LOF ROPOSED I/A INFILTRATORS(TYP-3) \ � ONTOLPANEL WT s\ `� E \SSANI DESIGN CALCULATIONS 10. 10�gs) d SF 8 X 4.34 U) LINE 01 TANK CALCULATIONS: m �^ 1SjFUE\,=8� 3. FILTERFROMDO DOORS IWINDOWS ILMIN.3 OPOSED E O ' HARCO FLOW(3 BEDS)=400 GAU 4.77 DAY / O 3 pF. CAPACITY FOR FUJI CEN5=749 GAL / �� o.� '�o, 7:M\N ,r r�-� O X 4.95 I 1 INFILTRATOR CALCULATIONS: �/ s � p• A ," G LJ' PROPOSED 10'X 10'PERGOLA 400 GAUDAY!2.83'(INF1471 L R WIDTH)13 (GAUDAYISF)=47.11 LF / �gPP�F,P// 1� 4.13 ` 2 h kv PROPOSED IR POSED I/A �BO� A 4 PROPOSED UNDERGROUND ELECTRIC SERVICE O 51 LF PROVIDED(3 ROWS OF 17 LF 8°INFILTRATORS) / °PSy�,`��S�� f159 B/N 5 C N \\9 2l ;� X 4.76 xi 27 BEj\NEEN-- ---- u w 4 4 oX. LINE E X z> v�\ \ D. A Ck03• N Ex 4� AZONE AE &Z0N W FILL CALCULATIONS ���5°' X ��° M - W 4.0`► Z z 2��I16� �0"� � •+" �`•• \� ��5.05 � RETAINING WALL TO 8E RELOCATED v Z � � 1bo � �3.7 Z 6 'GRADING CALCULATIONS CALCULATED USING C3D SURFACES ` i y \N 8�� b •X4.y�' i .5 y ? CUT=0.02 CY M agG'a' 00 0 1�M\ c� w PROPOSED BALCONY ABOVE FILL=53.59CY �F`� '•' .10'S•p\RS 6 WO /• s X7.18 CUT FOR INSTALL OF SEPTIC TANK=172 CF=6.37 CY -/ �o��F\�S, PROPOSED CLEAN Z y ORPVE�vEV1P� / CO FE 2A 4 EO.1`SO R ^� /' 7�4 ` RELOCATED RETAINING WALL, ^ 5 'n Z m w i P C� FILL 42.29CY o' K 34 R c OPOS ONE ! cY. Q I{ 7 f .55 l 1S o9 N DESIGNED BY OTHERS F m .Pv��P 2g U Z��p / p(tY Pp0\SG�tPGE - 6. .7' 8SO, X 9.65 CUT FOR INBTALL OFCHAMBERS=32 CF=1.18 CY X 3.66) �, Q. / �y� ' Sj \S•1\N 3 59 OJ r\ ti• RELOCATE 30LF OF 2� 6) �a d o FF•E X s.so �1 X 10.07 �- NET FILL=46.02CY 0 2 \ �,. lF,L '\ 3. y \�% z w HLL o O .\'I'EXISTIN ANDLGIANC TO X 3. P ` \ M z GO .R \ \ W o X 17.69 /1 Z / .2 .17 (h gar PROPOSED 6'-8°X V-9" {�•J-( z I PROPOSED GRADES \ 6 '2 \ §.5t X - 34 YY X 71 SOVEREIGN HOT TUB F 1 p � / .41 it. � S8 W W I 3.52 ' E �/u d 3 M Q1�F' X 10.9 56 I X 11.59 X 12.34 REMOVE EXISTING WATER o 35 / o rj7� ° � � Ow\- 6,51 � 11.09 S 3 I PROPOSED 6'X 4' SERVICE CONNECTION AND e �// R /'k 10.87 WATER VALVE j c / d �' X .71 X OUTDOOR SHOWER 53 PROPOSED WATER 3.3� �. % 48 B8 X 11.01 �1 METER p .24 } +o ' SC 8. X PROPOSED WATER I I � /��'p \ + X 3.67 ��,-% t 10 8 17.46 SERVICE \ +� : 0• / .S 7.0 X 10.9 X 11.47 E }� LLJ ~O I / e33 9 Z >X: X 3 t 7 / / � '. a'w 11. 0 Q PROPOSE)FUJI CLEAN INLET PROPOSED GARAGE WATER Q O Z I I . 5 A6' 11 SERVICE TO BE AT LEAST 54" O /�3.15 �/ /S Sz�435/0 X it. 5 0 ADAPTER 90.RIM EL=5.0 I I ZLZm I INCHES BELOW GRADE CEN5PROP0TREATMENTTANK PROPOSED STAIRS z O 7 6 6 I Q SED FUJI CLEAN O O� SITE PLAN I I �P\ / �/ r� 8 d +` TO BE VENTED BACK I Y o y /� F / / /// X 6 ( THROUGH THE HOUSE. I Q J W I I / ��° /' a RIM EL=5.0 Oo� SCALE:1"=20' ���° /z.so /' �� �J 4.ss % I TAX LOT 12 N_°="o X 2.72 Q Q ZQ I FS�/c / '// X 5.71 d/I EXISTING GAS WP�R I FRAME RESIDENCE co O U) I / / : / SERVICETO # X 4.05 REMAIN EXISTING OVERHEAD I 30PUBLIC AWA ER #3 NOTES: •�, /�/ I�2 98 +/ j/ per° TEST HOLE WIRES TO BE 1. ALL PROPOSED SANITARY LINES TO BE 4°0 SDR35 PVC PIPE X' a`' 0 d REMOVED ) UNLESS SPECIFIED OTHERWISE. II /� I �7 2. NO EXISTING ORYWELLS WITHIN PROPERTY LINES. �, / IS X 5 d I �57 .261 I PROPOSED UNDERGROUND 3. ALL UNDERGROUND STRUCTURE LOCATIONS ARE I 0 // / / APPROXIMATE&SHOULD BE VERIFIED IN THE FIELD BY THE GD �' / + ` X 3.87 / d/ I ELECTRIC SERVICE I ~ 0 CONTRACTOR BEFORE CONSTRUCTION BEGINS. / / I 4. ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL X / Cru,C"7 I w DATUM OF 1988(NAVD 88). /Go/.� 4�88 W _ 19 ED '. / . "./ I X3.76 C1\ 3/t'oi01 X II, X 4.91 ! / 120V AC,10,60 HZ,20-AMP POWER SUPPLY. HIGH WATER ALARM WIRING #12-AWG WITH GND IN PVC CONDUIT. M AS PER MFGR.IN CONDUIT. MAIN 00 QUICK4 PLUS STANDARD ESTABLISH VEGETATIVE 0-_ U O SERVICE PRESSURE PIPE LOW PROFILE CHAMBER NATIVE BACKFILL COVER AND GRADE TO DRAIN ° PANEL TOPSOIL w � � Z o "' w U z CONTROL p' PANEL o 2'UNDISTURBED c SOIL `C b FUJICLEAN UNIT i CENTER SUPPORT SERVICE I�-36°TRENCH WIDTH 'Zi \( (SINGLE BLOWER CONNECTION DETAIL B NOTES: Z 1. FLUSHING MECHANISM WITH VALVE BOX DETAIL SHOWN DETAIL A NOTES: 2. INSULATE BOX AS NECESSARY 1. QUICK4 STANDARD CHAMBER(LEFT)AND QUICK4 3. PVC FEMALE ADAPTOR WITH A MALE THREADED CAP HARDWIRE STANDARD MULTIPORT ENDCAP(RIGHT)SHOWN 4. PIPE SIZES PER PLAN 2. PRESSURE PIPE SIZE PER DESIGN ORIFICES AT 12 5. INSTALL 90°SWEEP FITTING OR 2-45"BENDS,NO ELBOWS GROUND ROD O'CLOCK,WITH FIRST AND LAST ORIFICE AT 6 O'CLOCK k R TO DRAIN THE PIPE(ADD EROSION PROTECTION SUCH AS PATIO BLOCK) n a PRESSURE PIPE DRILL HOLE 1 i"LATERAL ` LOCATIONS ON END CAP 2"Xi}"REDUCER(TYP) z -=-= w o z m of 2"FROM OWTS w z� o NLD FUJIMAC BLOWER END CAP a r 'w> 80RII-20ORII0 a o❑c� N DETAIL A INFILTRATOR CHAMBER (ANY MODEL) 2"HEADER DETAIL B (TYP) 2 ELECTRICAL ONE LINE DIAGRAM 3 INFILTRATOR QUICK 4 PLUS STANDARD LOW PROFILE 4 HEADER DETAIL 3 j N.T.S 3 N.T.S 3 N.T.S OPEN DISCHARGE PUMP TO 0J ((�� I J DURAFIBER ACCESS LID OBTAIN GRAB SAMPLES '1J V W FLD24G W/RG24 SAFETY BOXORE SBE EXTERNAL SPLICE ' GRAT TO GRADE BDX 9BEX,-4 RECEIVED PUMP BASIN DISCHARGE ASSEMBLY MODEL PB2454 HV125 W/DRAIN HOLE AND BALL VALVE OR SEP 2 4 2025 TO DRAINFIELO 4°PLUG AT GRADE C) FROM FOR CLEANOUT Z OWTS~ GRADE ZONING BOARD OF APPEALS z W am ON w 7 4"PVC z0 > o uz o 4°X 45°BEND w g z ORENCO DISCHARGE a PUMP MODEL PF200511 4"PVC WYE MATERIALS&JOINTS EQUIVALENT TO WATER z `v WATER STANDARDS OF CONSTRUCTION SERVICE 4°PVC -FLOW AND PRESSURE TESTED TO ASSURE 4°SDR35 PVC MIN SLOPE @"PER TIGHTNESS PRIOR TO BACKFILLING DRAINAGE PIPE AGAS y z o e o CAST-IN-PLACE CONCRETE _ -- ELOECTRIC LINES SHOULD BE SERVICE DEADMAN POURED PRIOR 'PROVIDE 6"SAND&GRAVEL TOP PUMP BASIN BEDDING UNDER CLEANOUT INSTALLED BELOW GAS LINES AT ELECTRIC 5 n INSTALLATION PENETRATE I~10'-0" 10'-0" CROSSINGS. + �-SERVICE PUMP BASIN 3"INTO DEADMAN w s PUMP BASIN 6 CLEANOUT DETAIL 7 DRAINAGE &WATER CROSSING DETAIL s GAS & ELECTRIC CROSSING DETAIL W 3 N.T.S 3 N.T.S 3 N.T.S 3 N.T.S HOUSE F.F.EL.8.00 FUJI CLEAN INLET ADAPTER 90 C/O TO 10.39'TO GRADE EL.5.0 0 ------ ROUND ELEVATION 3.68 TANK C.O.TO GRADE. COVER TO GRADE BUOYANCY CALC U LAT I 0 N S W O I I EL.4.0 COVERS TO ROUND ELEVATION 5.2 0 .0.TO GRADE.EL.3.68 EL.5.1 I I GRADE EL.5.0 Q 0 z GARAGE I WEIGHT OF FUJI CEN5=463 LBS EACH �O I F.F.EL.3.59 I DISTAL HEAD HEIGHT 20" Z O>Y 15.05'TO TANK WEIGHT OF BUOYANCY KIT=2,412 LBS >N Z m I I 12"MIN.COVER (2 X 8'X 1.5'X 0.67'X 150) >> TOP ELA.17 o 6AT PRESSURIZED PIPE WEIGHT OF SATURATED SOIL ABOVE BUOYANCY KIT=6,943 LBS Q U)O o L------ TOP EL.3.54 II INFILTRATOR I (2 X 8'X 1.5'X 2.63'X 110) YLL INV.EL.2.85-- 3 ROWS-1T LONG BOT EL.3.50 I WEIGHT OF SOIL ABOVE BUOYANCY KIT ABOVE HIGHEST EXP.=6,199 LBS Q O.�w -------------------- (2X8'X1.5'X2.87'X90) Q Z _y INV.EL. INV.EL.3.77 ----------- --- ---_-N L 2. --___-E-- ---- 5.04' ORENCO PUMP 3.46 TOTAL=16,017 LBS Z) PROPOSED INV.EL. N O a FUJI CLEAN CEN5 TANK 2.36 INV.EL. BUOYANCY FORCE ON SEPTIC&TREATMENT TANK ASSUMING TANK IS EMPTY ch INV.EL.2.5 2.30 Z AND GROUND WATER IS UP TO HIGHEST EXPECTED GROUNDWATER u) (NEEDS BUOYANCY KIT) i 7.9'X 4.0'X-3.30'X 62.4=6,507 LBS o -I I 16,017 LBS SEPTIC TANK>6,507 LBS(2.46 FACTOR) _ HIGHEST EXPECTED tl GROUNDWATER EL.1.43 WEIGHT OF O DISCHARGE ASSEMBLY=26 LBS EACH = WEIGHTT OF OF CONCRETE DEADMAN=530 LBS BOT.EL.0.6 BOT.EL.-1.87 (PI TOT X X 150) TOTALL=55656 LBS ILL s SANITARY SYSTEM PROFILE Cn O BUOYANCY FORCE ON PUMP BASIN ASSUMING IT IS EMPTY AND GROUND � 3 N.T.S WATER IS(PI(10')2)X083'X62.4=EXPECTED 63LEISGROUNDWATER W W 556 LBS PUMP>163 LBS(3.41 FACTOR) (n z `I ^' w BACK ARRIS LINE ONTARRIS LINE BUZZED O GRADE 5• N � 00 11=1 11=1 1=1 ° ` W =III—III—III . a PAVEMENT RECEIVED z N =1 I LEI I I—I 3/8"WIRE ROPE WITH(2)3/8 I III—III °' ' O CABLE CLAMP(TYP) 2'WIDE X 10'LONG I—III—I ? .° _ _ CJ V] NYLON STRAP =III—III a a — III—III—I I SEP 2 4 2025 `�'�d��� � � z BELGIAN � ' 5/8"X 9"TURNBUCKLE CURB III—I I". THE FRONT ARRIS LINE SHALL BE (TYP OF 2 MIN.PER TANK) -III III—III BUZZED TO REMOVE A MINIMUM ZONING BOARD OF APPEALS —III—III- OF}"AND MAXIMUM OFrALL COMPACTED—III=III—III- I I'- ALONG THE EXPOSSED EDGE. „„4 EMBEDDED EYEHOOK 3/8"WIRE ROPE WITH(2)318 SUBGRADE o (TYP OF4) CABLE CLAMP(TYP) BELGIAN CURB DETAIL "xw 4 N.T.S Z Z m Oy CONCRETE ANCHOR w w Z `��' SIZED PER FUJI CLEAN m `�' INSTALLATION MANUAL 6°MIN BED OF COMPACTED GRAVEL m a o o cYi y BENEATH TANKS AND ANCHORS B CHAMBER VOLUME(GAL) SCUM BAFFLE 7'-1 1 SEDIMENTATION CHAMBER 277 0�" DEADMAN CAPACITY USING SIMPLIFIED SOIL COLUMN APPROACH 2 ANAEROBIC FILTRATION CHAMBER 278 USING IDENTIFIED FACTORS 2.10}" 2-7}" 2 3 AEROBIC CONTACT FILTRATION CHAMBER 127 MODEL DEADMEN(EA) DEADMAN NET RESTRAINT RECIRCULATION 4 STORAGE CHAMBER 63 DIMENSIONS PROVIDED(LBS) AIR LIFT PUMP 5 DISINFECTION CHAMBER 4 (n CENS/CE5/CE7 2 81X18"X8" 22,200 CEN7/CE10 2 8'X1B"X8" 26.232 O DISINFECTION TOTAL VOLUME 749 CYLINDER(OPTIONAL) Q H W 0/CE14 2 8'X 18"X8° 29,320 0 4"INLET IPE 4"OUTLET PIPE[CEN1 EN14/CE21 2 10'X 18"X 8' 39.065 16 SPECIFICATIONS CEN2110E30 2 12'X 18"X 8" 51,235 A 4 A ANAEROBIC MEDIA PP I PE FILLING RATE 32 t^ i v1 0 x I O BOARD TYPE AEROBIC MEDIA PVC I PP I PE FILLING RATE 16% 5 AEROBIC MEDIA PP/PE FILLING RATE 57 ,o FUJI CLEAN TIE DOWN DETAIL BLOWER 2.8 CFM EFFLUENT u 4 N.T.S Q AIR LIFT PUMP TANK FRP u j INLET BAF LE O Z w O PIPING PVC/PP/PE w� ACCESS COVERS PLASTIC/CAST IRON Z V)) z DISINFECTANT(OPTIONAL) CHLORINE TABLETS vZZ > RECIRCULATION PIPE FLOW BAFFLE 1/2"AIR INTAKE "g (CLEANING OPENING) B z q z FLOW OPENING(TYP.) W i m 4.87" 4.53" H CLEAN OUT MUST BE INSTALLED PROVIDE SECONDARY PLAN VIEW m o¢ 3 1-4TO PROVIDE ACCESS TO THE SAFETY COVERS(TYP) ADAPTER FROM ABOVE TYP 24"ACCESS COVER o F h 49��wz— (TYP) 20"ACCESS COVER(TYP) 20'ACCESS COVER(TYP) 24"ACCESS COVER(TYP) DISINFECTION w LL o 6 24' CYLINDER(OPTIONAL) ^ FLOW OPENING w w 7.03" p `S' U " w - BOARD TYPE CONTACT MEDIA OUTLET SOLVENT WELDED TO 4"LONG O o STUB OF4"SCHEDULE 40 PIP (� LLI ~ CONNECTED TO FUJI CLEAN CEN UNIT(TYP) Q > I 9PORTADAPTER0 DEGREE ALLPORT TOP VIEW QQ ® O RECIRCULATION Z ARE 4"OPENINGS 7.03° ASSEMBLY : 2 m PLAN VIEW 55" v ¢o°o .23' a v Y�Y IU MVIA4' XTRA INLET CAPPED Z O D ' SCHEDULE 40 1.97OcAPTER&PLUG(TYP) O _ �o M E 4.7" AEROBIC MEDIA 7 " 4.3' AERATION ASSEMBLY SIDE VIEW SECTION A-A VIEW SECTION B-B VIEW M;tLL O ,z FUJICLEAN INLET ADAPTER DETAIL ,a FUJI CLEAN CEN-5 DETAIL 4 N.T.S 4 N.T.S U) )q 8q °S _ /j �+ O �G + .. _ `b°j a• �X 3.42 R° p' 83 o 60c 3.65 l(`\�1� q p`� -•� 00 6 a�°� M W 2 X 3.81 rn 6 6Tj9 ` 6i ifi O / i s"s\ gV K SOAP\ PORES ' \t M/7S w"\\ n3 ll O N W U OOR 6 9g3 F3.s8 I���FAR/NF \ 6 _ _ 0 I '�-�ry ^��GE OF �° '�33 * ?.4P2. \ 3 IM 6� E- 4 or\C�g 6°a ti MIS t,• o t7 �,9 ��� p" / v 07+AX 0 10- / P'O�EFPM\�Y SEO .40`3. 397 -_ 70'�/A, 1 ';:� S\C1G ju.- vs) J ,68 X 4.34 rc O USEABLE LANDSCAPE 4.11 1Sj 3 m USEABLE PATIO AREA=93.12 SF N a w a pF �gl SEE NOTES 2 AND 3 AREA=794.30 SF 6 N\N/ SEE NOTE 5 P� ma's O X 4-95 _ 4.1 o0 aa co 1 1�J 4.13 `� 'LF•/� 6 yri 4 n 1 w u m 0o E� A's9 4.55 OF P/SSPpO\ cif g o• 21 \ �,1 Z� X 5.27 ---------------- 10 M\N `111' LPTI - O X 4.76 ,- -Z NE gETWEEN X REQUIRED AREA FOR 6-2'EFFECTIVE h 1.32 44 77 \\yam// X X 3 0 � 4.42 N✓ p 'PE g�ZONE DEPTH LEACHING GALLEYS=398.25 SF 1.04 4.22 9"�X 5.16 NOTES 6 C�r `10 3S sp / 5 0 5 USEABLE SIDE YARD AREA=181.75 SF U) 1. ALL SHADED LOCATIONS ARE THE AREAS THAT ARE .5 C�]\ i '� - 0 % SEE NOTES 2 AND 3 = USEABLE PER SCDHS REQUIREMENTS.THESE AREAS 42 /, � ! � Q 0(A NEGLECT THE OFFSETS REQUIRED FOR THE C� + "( / M\N 7 4. P PROPOSED SHOWERAND HOTTUB. /X cJ c7 ' P'`1EL&'OR• / a6 FEN'4 0 , '7z1q 5 54 X 7.18 ZU)Z y y GR WP 3366 2 ZW �. Lu 2. SCDHS WILL VIEW THE PROPOSED WORK AS NEW v dZ 3g p(2\\1E.- OPOSED ONE' ! .55 O c CONSTRUCTION AND WILL REQUIRE THAT THE % / - P' D\S\ON °E REQUIRED AREA LLI +s�7j e .(PD GE a•':� S°a X 9.65 W SANITARY SYSTEM BE PLACED IN THE FRONT YARD > A SSOR\SZ\NG GP'? FOR TANK AND REQUIRED AREA FOR(3)17LF W O FOR MAINTENANCE AND ACCESS REQUIREMENTS. 3.6(9 v + oNE ! EX E\-•,3 Q X PUMP=38.81SF INFILTRATOR CHAMBERS AND m(n- 3. BOTH THE NORTHEASTAND SOUTHEAST CORNERS OF 2+ a :7& a.. FF• x s.so1>: 1�• 70.07 \ u /EE r�• y t{5 �� z REGRADING=417.77 SF Q THE PROPERTY ARE TOO SMALL FOR THE PROPOSED \ \N ` j' _ X 17.69 �j� USE AND CHALLENGING TOPOGRAPHY REQUIRES THE X 3. +6 N+ 4\� / - 5 M \ \ X 7.26 T 77 ? X (g'� ( 0 Q-• CONSTRUCTION OF ONE OR MORE RETAINING WALLS \ ,yy r 2 `'�� �`'� 'o. y 5.57 }(X 8.41 -� X 11.3 f 1++2q,�T X i i'S8 TO AVOID THE DESTABILIZATION OF NEIGHBORING -y E 3 OLj E' /- + 50 Y\ I X 11-59 X 12.34 Q J PROPERTIES.THESE AREAS ARE BEST SUITED FOR "1-�0 3 5 ,+ + / 2/ 000 3.73 Z /- X 10.9950 O 5 LOCATING THE STORM DRAINAGE STRUCTURES PER �t`7 <r d 1 1 P\-\' 6.51 X 11.09 J TOWN REQUIREMENTS. N ` •�/ �;'�,. RE X X; "X '°87 X11.53 s AREA REQUIREMENTS �z 4. DRIVEWAY AREA IS NOT ADEQUATE DUE TO � / 9 g IMPOSSIBLE HEIGHT AND SLOPE REQUIREMENTS FOR 3.3 / ,y\ 48/w g 68 U> REQUIRED REGRADING OF THE PROPOSED SYSTEM. �z 24 } a` - USEABLE PROPOSED DRIVEWAY AREA=403.86SF z w / \ X 3.67 I,0%k 8.1 70.88 SCALE:1"=20' w? PLEASE REFER TO DETAIL 1/1. / / a SEE NOTE 4 a 5. THE FRONT YARD LANDSCAPE AREA IS THE ONLY � /�5 w i AVAILABLE SPACE ADEQUATE FOR SYSTEM SIZING. // \ '+j ,� 70q X 1097 X 1147 X V.0 > Z PLEASE REFER TO AREA REQUIREMENTS FOR THE / �y.I PROPOSED SYSTEM. / 33 3 3g 1 1 ZONE Z. z ./ / /..tAT X 11 n.. I"/ 2 w LAYOUT FOR SANITARY o 10 Zo SCALE:1"=20' y io ^o �z iug W �LL O 2 2 O W � I j W �1'• U ���// cn 127.7 ROPERTY LINE MIN REQUIRED GROUND 10'MIN ELEVATION 7.31 20'MIN-------------r J TOP SLAB.EL.6.31 SoA�"' i EXISTING GROUND W O p TOP EL.5.77 -w{" ELEVATION 3.59 Q Z-' GARAGE INVERT I NOTES: Z U) F.F.EL.3.59 2.0'LEACHING GALLEY ELEVATION--- 5_43-- 1. THE HIGH GROUNDWATER ELEVATION DICTATES THE �:p Z m - ------------------- --------------------- MINIMUM GROUND ELEVATION REQUIRED FORTHE Q Z O o GALLEY SYSTEM.TYPICALLY,3'OF VERTICAL EXISTING GROUND BOT EL.3.43 SEPARATION IS REQUIRED,HOWEVER SCDHS WILL Y O Y U ELEVATION 3.59 Q F J w ALLOW 2'OF SEPARATION IF APPLYING FOR A 00 O 1n z 7 VARU\NCE. J L 1 2. GARAGE MUST BE RAISED A MINIMUM OF 3.72'TO N Oz n o __ _ _ _V HIGHEST EXPECTED _ - MEET REQUIRED GRADE.EVEN IF GARAGE IS RAISED M TO THE REQUIRED HEIGHT,THE YARD SPACE IS NOT GROUNDWATER EL.1.43' O ADEQUATE FOR THE SIX(6)REQUIRED GALLEY UNITS. p m 3. THE MAXIMUM 5%SLOPE REQUIREMENT CANNOT BE MET FOR THE PROPOSED DRIVEWAY GRADE DUE TO EXISTING ELEVATIONS,NEIGHBORING PROPERTIES, AND NEARBY WETLANDS. SANITARY PROFILE (H20 GALLEYS PROPOSED IN DRIVEWAY) ILL 1 N.T.S � � 0 W W 2 U) -------------- "'M "7" t Lot� ,w 2.00,(3300 tO, 5% 60 240 6o 100 399,999 120,006 to 10 9,'S., 6o 3o 6o 85 PHAS TWO : 2nd STORY A A P A A 80,000 to 119,C)99 2 OP/b 6 o 20 45 75 9�11.5 1291moo ME IWIRKUM 40,0f--)O to 59,999 2 O'��b so, 20 40 6o 19,mEnNima, mw gm u "�' H 0 W 60000 tO 79,999 2.09>6 55 20 45 75 OUARAO OUTDOOR to _�9,999 40 15 35 so Ke _:s 20,000 20% 10 25 35 35 ---------------_---- Nonconforming Jots with primai-y and secondary front yards shall be reqLlired to meet the follOWHI& U Z Z AND P R 'uo 0 A (?-'[ Au" -4 6.. 9 'T1�W 0, 1fi 0, 'y vf Ift O'l .... .. .. z Less that) 20,000 3 5 20 10 20,000 to 39,999 40 25 15 TO TH SMITH R SID Nu FIER LINE DRANINO I-- roo- STORM DRAINAOE GALG : N rc, 1. RUNOf9-- COEFFICIENTSs 121 OAK AWN AV 0 PAVEt-ENT = 1.00 ROOF = 1.00 LANDSCAPE= 0.20 4 LAIo-414 2. PROVIDE STORASE FOR 2' RAINFALL 03-10-25 155UED FOR PERMIT ROOF DRAINAC7E CALCULATIONSs NON-TURF '­S�' OUTHO D N Y__ 11971 04-12-25 REV15ED PER Al 5EPTIG 5Y`5TEM DE516N 1. ROOF AT HOUSE DRAINASE AREA (LP)s 0(9-2q-25 REV15ED Al 5EPTIG 14-5 S.F. ROOF- x .16-1 A = 24'7 2. ROOF AT&AR.AI9E- DRAINA6E AREA (LP) 15Y5TEM DE516N 300 S.F. ROOF x .16-1 x I = 50.1 0-7-25-25 REV15ED PEP, TONN GOMMENT5 5. PAVER AREA PATIO AND 57TDOP5 (LP):: Oq-03-25 RE\/15ED BA5ED ON ZBA 1021 SF PAVINO x .16*1 x I I-11 NEN 51-ORM ORA IN) AND TRIJ5TEE FEEDBAGK eived 4. LANDSCAPE AREA (LP)i Rec 4,074 SF LANDSCAPIN& x .161 X .2 135 TOTAL 605.1 'Ole S�L UW EL.±5.20' 2 4 2025 SEP A __ii�N-DS BOUNDARY,AS 2"STONE VENEER WAL NEATED BY EN-CON CHOSEN By USE (2) 12' VIA. x 4' STORM POOL 10-17-4- OWNER w/OPEN ISRATE. 403.6 x 2 801.2 v P OPOSED 0'-0" x 5'-C" i Appeal' Zoning 13oard 0 EDGI OF IM PHR T OF UNIZ OF COASTAL BARRIER LIQUID APPLIED ------- WATERPROOFING BRANE A., 0 o STOR DRIAIN NE MEM -TURF #5@14 NON 0 VARIES- '4 ------ #5@14" AREA MAINTAIN (-5PA515 ARFA Il'� TAX 1A ININO NALL R C�' WATERSTOP V, x 33" H X b" N) 0.08 CLEAR (TYP.) -7 LF P'L!J�7) w I I "S PROPOSED I STANDARD LON 4NWZ 6.0$1 r1/ 7 x '35" HOT TUf I !�_)F LDT 16 PROFILE INFILTRAGI'O�-' AX 0.32--�32 1.35 CID "sn�kc)t#3 SHOWER AREA RETAINING WALL (TYP. 3) pT 13 TAX C`,'IN N.T.S '36 GA, '41 h�, eALON'y -0" x 2NU b' 0" x FRONT ARRIS N" IA PROPOSED 4'-0'' 4'-0': BACK ARRIS LINE LINE BUZZED b, OUTDOOR, SHONER 5F ZIDE 5"' Wo Z 0 4 37 F'�F LO(-A I-::D c� F_ tpT PAVEMENT rE D1110- gF A EXISTIN6 "j, g #3 4� If NN��E" AND ADJU5T TO 0 16 lop TAX IpT V" 4 �ZPOPSOE El I 1=1 1 T D 3RA3E 5ED 2ND STO�Y ADDIT PROPO! 3 BELGIAN 0 011AIE01 OT 8 Ox TAX FtAcv 3! #1 CURB A. 4. E: ILL BE Lu PAN, A FRONT ARRIS LINE SHA ED TO REMOVE A MINIMUM ONFIN15HE-D 2' 3'--7 x I I "AND MAXIMUM OF�ALL E­4 NO FLP ALONG THE EXPOSSED EDGE, COMPACTED SUBGRADE 0 z BELGIAN CURB DETAIL 0 A-, _j Z lip N.T.S 9A. WT 9 = Z TAX < < _,,"'Clo 4�06 42()5 w eA� Z lVeAS Z z W z E-4 'W OL 7 X", E­, OX LDT c) c) 6 "vi z E­4 < CQ �;) TAX 38 CQ Log &.4 INEDEX W IG KPOT 0 INITIAL LATEST 15SUANCE E-4 NO. DRANINO TITLE ISSUANCE REVISI ^TE C) FWD mom 03-10-25 0-7-24-25 TI TITLE SHEET, 5ENERAL NOTES AND PLOT PLAN DD AX LOT 8,761ACE 5PI SITE PLAN 05-10-25 2�- T Op, AO SCHEOULES, NOTES DETAILS 03-10-25 t4o Al PROPOSED OARAOE PLANS AND NOTES 05-10-25 @ A2 PROPOSED ELEVATIONS 05-10-25 A5 PROP05ED ELEVATIONS AND DETAILS 05-10-25 A4 PROPOSED S<`( PLANE DRANINO 05-10-25 25-OOCI EX. I 51Y DHELLINC5 1225 5F PROJErT5-25-00q r,_'�FROFOSED FLOT FLi �N_ EXI15TINry PERGENTA&E LOT COVERA-02E PROP05ED PERCENT66E LOT C NIOTE: EX. I STY DHELLIN67 1202A5 5F 1. BOARD OF TRUSTEES APPROVAL NEEDED 2. DEC APPROVAL NEEDED EX. I STY OPELLINIS5 1202A5 5F EX. I STY' &ARAISEYE 50 1-3 5F 31. ZBA APPROVAL NEEDED INFORMATION PROVIDED BT' OTHER5 FOR REFERENGE ONLY. 5EE 516NED AND 5EALED 5URVEY EX. I STY &ARA6E 501.5 5F PROP05ED IOx5 PER60LA 50.0 5F 4. PROJECT DEEMED DEMOLITION AND 54JE35TANTIAL EX. GONG5TOOP5 0 5F PROPOSED HOT TUB 3CLO 5F IMPROVEMENT OVERHAN6 11.42 SF OVERHAN& 11.42 5F 5. HOUSE MUST BE RAISED AND ADDITIONAL FOUNDATION TOTAL 1,521.6-1 5F TOTAI V010/01 5F ADDED TO COMPLY NITH FEMA C7UIDELINE5 HER-- TOTAL LOT AREA 6453 5F TOTAL LOT AREA bq53 5F 'T. EX15TINO RETAININO HALL 15 24'-q" x 2-1". NEH HILL 13E T PERCENTAOE LOT COVERA6E 21.c1% PERGENTA6E LOT GOVERACS-E 23.171% 261-011 x 5511 5. NEN IA 5Y5TEM ADDITIONAL FILL FOR Al SYSTEM 15 LOT WVVRA4111! IWAREME ONLY 8q SP 42.2c[ CUBIC YARD. I OF 7 id S ar Receivpd veift� c SEP 2 4 20?5 9DI AL 200,000 -LO 6o 0 6c too 399,999 Zoning Board of Ap�)e8i�, 120,000 tO lowc 6o 40 6o 85 199,999 xEpp 1, mmmq 80POO to 119,999 209b 6o 20 45 75 ln(MUVIE((�v 6op00 to 79,999 2 0�/'b 20 PROPOS D D MO ITION AND '55 45 75 40,000 to 59,999 20% 50 20 40 6o mw om 20,000 tO 39099 20% 40 15 35 50 Less tharl 20,000 205yo 25 35 --------- ------------ N W R NOVATION TO TH ,�Jonconformjng iots with, primary and secoindary front yards shall be required to meet the following, 3�, YK, "A "�' l D R N '0� VIA Less than 20,000 35 20 1 c) 44 201,000 tO 39,999 40 25 15 FIER LINE DRANINO 121 OAK AWN AV STORM DRAINAOE GALIG: IN 1. RUNOFF COEFFICIENTSe FAVEt-� = 1.00 NON-TURF H ROOF = 1.00 LANCISOAPE= 0.20 ROM[] *LANN -) FOR PERMIT 2. PROVIDE STORAOE FOR:2' RAIWALL =.16-1 12-15-25 155UEL 03-24-24 REV15ED PEP, TONN ROOF DRAINASE CALCULATIONISs GOMMENT5 1. ROOF AT HOUSE DRAINAtISE AREA(LP)s 04-ob-24 REV15ED PEP, TONN IN 011 14-5 S.F. ROOF x .161A 2471 COMMENT Ob-261-24 REV15ED PER WARD OF 2. ROOF AT&ARAISE DRAINIA&E AREA (LP) 50.1 TRU5TEE5 GOMMENT5 500 S.F. ROOF x .161 x I REGON5TRUC,T EXIST STOOP Oq-20-24 REV15ED PER DEG 5. PAN�ER AREA PATIO AND STOOPS (LP)c 1.1.5 5F to' $,� 51 1 t APPROVAL 1021 5F PAVINIS x .161 x 1 1-11 01 "�� I I 00 660 REGON5TFUC,-', EL±5.20' REC,ONSTRUGT EXIST STOOP 02-21-25 REV15ED PER FIELD 4. LANDSCAPE AREA (LF), EXIST 5T,,�)Ofl $* '.1. ,I to 2"STONE VENEER GONDITION5 le CHOSEN BY 4M4 SF LANC15GAPIIA& .161 X .2 135 --c�A-SIA,vmmmn OWN R -03-25 UPDATED LOT GOVERA(5E 15.0 SF 1, E 05 MDAL W NDS BOUNDARY.AS ELINEATED BY EN-CONSUL -------------- 06-2q-25 REV15ED PER IA 5)5TEM = 605.1 TOTAL DE51 6N Emr.01 IM 01-25-25 REV15ED PEP, TONN USE (2) 12' DIA. x 4' DHH=P STORM POOL W OPEN 6RATE. 4051.6 x 2 = &0-1.2 _�!LT!j_MO12ff AW 1�11- LIQUID APPLIED GOMMENT5 WATERPROOFING 0 MEMBRANE Oq-03-25 REV15ED BA5ED ON ZE3A #5@14' AND TRU5TEE FEEDE3AGK 1A ........ VARIES- 95@14" xi, WATERSTOP -154 OF EXTERIOR -PAX HAh-LS AND 100% 0� 0.08 CLEAR ;ZOAF REPLACEP ryp.) MAINTAIN ORASS AREA 0.32--�32 1.35 WT 16 SHOWER AREA RETAINING WALL N.T.S PROPOSED 1-7 LF PLUS T is TAX L A STANDARD LOH /4�/ PROFILE INFILTRACTOR NON-TURF (TIT, 3) ---------- 140 1 AREA EX. 67AR E FRONT ARRIS BACK ARRIS LINE LINE BUZZ G;DF Z REL06AT '0 F OF PAVEMENT 4 1 EXISTING BEL01 N GURE3 AND ADJUST TO TAX -3RA E RPOP50ED C TAX OT Neu BELGIAN CURB jaskl), 1A F NTARRIS LINE SHALL BE z WT Opy'LOO 00 DT REMOVEAMINIMUM OFe AND MAXIMUM OFr ALL T" E Lu 13, ALONG THE EXPOSSED EDGE. COMPACTED SUBGRADE z BELGIAN CURB DETAIL z N.T.S 90�, TAII LDT 9 z < < RD #3 0 P00 CL Ad E­4 A0 'A C) Vv E-4 0 C) j0A.61 ONO D_ JpT cv, E-4 E-4 �:) c� Z 001.1 0 N 045?\30,�* , ! / , Z C) < TAX�r",ScaA�43 E-4 C) ,0 PUZ 'To ................. C) T TAX CORD I Ne I NDEX INITIAL LATEST ISSUANGE NO. DRAHINO TITLE 1.SSUANCE REVISION NO. � DATE 6FA TI TITLESHEET, OENERAL NOTES AND PLOT PLAN �10 EX. I STY DPqEH INC7 1225 5F 12-15-25 1 Oq-03-25 PH(WIV�V#c'] 25-024 TOTAL HITH INTERIOR ALTERATION 1225 5F 5PI SITE PLAN OCI-20-24 EXI OROUND FLOOR PLAN - EXISTINO 2 13-23 EX15TIN67 PERGENTASE LOT COVER60915 PROP05M PERCENT667E LOT COVERAOIE NOTE: EX2 EXISTINO ELEVATIONS 12-13-23 TMM'o PROJEGT5-23-024 rl_%�F R 0 FO.5 E Z) F L 0 T F L A IN EX. I 5TY DHELLIN6 1202A5 5F EX. I 5Tr ONELLIN69 1202A5 5F 1. BOARD OF TRU5TEE5 APPROVAL NEEDED DMOI DEMOLITION PLAN 12-13-23 1 02-21-25 EX. I 5TY 6ARAC-7E 501.3 5F E><. I 5TY OARA65FE 301.3 5F 2. DEa APPROVAL NEEDED AO SGHEDULES, NOTE5 � DETAILS 12-13-23 EX. CONC 5TOOP5 0 5F EX. GONC 5TOOP'o- 0 5F 5. ZBA� APPROVAL NEEDED p INFORMATION PROVIDED BY OTHER5 FOR REFERENGE ONLY. 5EE 516NED AND 5EALED 5URVEY OVERHAN6 1-1.42 5F OVIERHAN& 1-7.42 5F 4. PRQ_EGT DEEMED DEMOLITION AND 5UB5TANTIAL Al PROPOSED FOUNDATION AND PROPOSED FLOOR PLAN 12-13-23 1 02-21-25 IMPRLN/EMENT TOTAL LOT AREA bc153 5F TOTAL LOT AREA bc[53 5F 5. HOU15E MU5T BE RA15ED AND ADDITIONAL FOUNDATION A2 PROPOSED ELEVATIONS 12-13-23 02-21-25 ADDEPTO COMPLY V41TH FEMA eiJIDELINE5 A5 PROPOSED ROOF PLAN $ SEGTION 12-13-25 1 02-21-25 PER.GENTAC7E LOT COVERA67E 21.01% PERCENTA&E LOT COVERAC?E 21.cl% 6. FIN15HED FLOOR ELEVATION MU!5T BE & FEET OR H167HER I I OP05ED SKY PLANE DRAHINO 1�-23 02-21-25 A4 I PIR 12-15 b. NEV41 IA 5YSTEM cl. DEHO DETAIL5 ON 4 OF q 10. NEH IA 5Y5TEM ADDITIONAL FILL FOR Al 5Y!5TEM 15 ;7 42.2cl CUBIC YARD. NUTIC - `_'i U 'i� H '��A ;1 N G 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 - http://southoldtownny.gov/calendar.aspx NAME : SMITH , THOMAS #8011 SCTM #m. 1000=70=6= 10 '\ ' l 'AR1ANCE: YARD SETBACK, LOT COVERAGE, LOCATION OF ACCESSORY BUILDINGS I EQUESTm LEGALIZE "AS BUILT" DEMOLITION (AS PER TOWN CODE DEFINITION) & RECONSTRUCT SINGLE FAMILY DWELLING COMPLYING WITH FEMA REGULATIONS, CONSTRUCT 2ND STORY TO GARAGE, A PERGOLA, OUTDOOR SHOWER & HOT TUB ATE : THURS., NOV. 69 2025 10:20, AM You may review the file(s) on the town's website under Town Records/Weblink: SBA/ Board Actions/ Pending. ZBA Office telephone (631 ) 765-1809 I r • .rr�r ..wr��a • I � 1 ' Ir T ^ ' 40roy j a ll SUFFOLK COUNTY LEGAL NOTICE LEGAL NOTICE SOUTHOLD TOWN ZONING BOARD OF APPEALS THURSDAY,NOVEMBER 6,2025 at 10:00 AM PUBLIC HEARINGS NOTICE IS HEREBY GIVEN,pursuant to Section 267 of the Town Law and Town Code Chapter 280(Zoning), Town of Southold,the following public hearing will be held by the SOUTHOLD TOWN ZONING BOARD OF APPEALS atthe Town Hall,53095 Main Road,Southold,New York 11971-0959,on THURSDAY,NOVEMBER 6,2025: The public may ALSO have access to view,listen and make comment during the PUBLIC HEARING as it is happening via ZOOM WEBINAR. Additionally,there will be a link to the Zoom Webinar meeting at ht1pJ/ southoldtownny.gov/calendar.aspx. 10:00 A.M.-JOHN M.HASLBAUER AND KATHLEEN E.HASLBAUER,AS TRUSTEES-#8049-Request for a Variance from Article XXXVI,Section 280-207 and the Building Inspector's May 22,2025 Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling;at:1)gross floor area exceeding permitted maximum square footage for lot containing up to 20,000 square feet in area;located at:50 Osprey Nest Road,Greenport,NY. SCTM No.1000-35-6-14. 10:10 A.M:-705 CR 48,LLC,ULSTER FARMS,LLC#8009SE-(Adjourned from August 7,2025,September 4, 2025 and October 2,2025) Request for Special Exception pursuant to Article IX,Code Section 280-41B(2)of the Southold Town Code,and the Building Inspectors February 14,2025 Notice of Disapproval,to allow and construct two buildings to be used for contractor businesses;located at 705 County Road 48,Mattituck,NY. SCTM#1000-113-12-13. 10:20 A.M.-THOMAS SMITH#8011 -(Adjourned from May 1,2025)Request for Variances from Article 111, Section 280-15•Article XXIII,Section 280-124 and the Building Inspector's February 24,2025,AMENDED March 4,2025,March 13,2025 and September 24,2025 Notice of Disapproval based on an application for a permit to legalize an"as built"demolition(as per Town Code definition)and reconstruct a single family dwelling complying with FEMA regulations;and to construct a second story addition to an existing accessory garage;and to construct an accessory pergola,an outdoor shower,and an accessory hot tub;at 1)single family dwelling located less than the code required minimum rear yard setback of 35 feet 2)more than the code permitted maximum lot coverage of 20%;3)second story addition to the accessory garage located in other than the code permitted rear yard;4)accessory pergola located in other than the code permitted rear yard;5)outdoor shower located in other than the code permitted rear yard;6)accessory hot tub located in other than the code permitted rearyard;located at 3121 Oaklawn Avenue,(adj.to Jockey Creek)Southold,NY. SCTM No.1000-70-6-10. 10:30 A.M.-HENRY H.BOSTIC III AND AMBRIEL FLOYD BOSTIC#8055-Request for a Reversal of the Building Inspectors June 11,2025 Notice of Disapproval,pursuant to Article III,Section 280-13C and based upon an application for a permit to construct an accessory garage containing an artist studio;at:1)the proposed use in the accessory building is not a permitted accessory use;located at 6305 Narrow Diver Road,Orient, NY SCTM No.1000-27-2-2.3. 10:40 A.M.-ROWSOM,ANDREA FAGAN IRRV.TRUST#8050-Request for a Variance from Article 111, Section 280-15 and the Building Inspector's July 10,2025 Notice of Disapproval based on an application for a permitto legalize an"as built"accessory in-ground swimming pool and an"as built"accessory shed with an attached deck;at:1)both structures are located in an area other than the code required rear yard; located at:825 Munn Lane,Orient,NY. SCTM No.1000-17-2-7.1. 10.50 A.M.-JACLYN COSTANTINO AND ANDREW CHARRON#8052-Request for a Variance from Article III, Section 280-15 and the Building Inspector's May 27,2025 Notice of Disapproval based on an application for a permit to construct an accessory swimming pool;1)located in other than the code permitted rear yard; located at:155 Manor Road,East Marion, NY. SCTM No.1000-38-4-5.1. 11:00 A.M.-MICHAEL LIEGEY/TOWN CREEK REAL ESTATE,INC.#8059-Request for a Variance from Article III,Section 280-15 and the Building Inspector's July 11,2025 Notice of Disapproval based on an application for a permit to legalize an"as built"accessory swimming pool;at:1)located in other than the code permitted rear yard;located at 480 Ackerly Pond Lane,Southold,NY. SCTM No.1000-69-3-13. 1:00 P.M.-SEAN R.MCCOYD#8056-Request for Variances from Article ill,Section 280-15;Article XXIII, Section 280-124;and the Building Inspector's June 27,2025 Notice of Disapproval based on an application for a permitto demolish an existing dwelling and construct a single family dwelling and an accessory garage;at:1)dwelling is located less than the code required minimum front yard setback of 35 feet;2) accessory garage is located in other than the code permitted rear yard;located at:3360 Minnehaha Blvd. (Adj.to Corey Creek),Southold,NY. SCTM No.1000-87-3-66.4. 1:10 P.M.-ROBERT AND NANCY BERTORELLO-#8057-Request for Variances from Article 111,Section 280- 15;and the Building Inspector's July 2,2025 Notice of Disapproval based on an application for a permit to construct an accessory garage and to legalize an existing shed;at:1)accessory garage is located in other than the code permitted rear yard;2)accessory shed is located in other than the code permitted rear yard; located at:1800 Country Club Drive,Cutchogue,NY. SCTM No.1000-109-3-2.18. 1:20 P.M.-ISAAC ISRAEL AND STEPHANIE ISRAEL#8051 -Request for a Variance from Article XXIII, Section 280-124 and the Building Inspector's July 10,2025 Notice of Disapproval based on an application for a permit to demolish,by Southold Town definition,an existing single family dwelling and construct a new single family dwelling;at:1)less than the code required minimum rear yard setback of 50 feet;located at 300 Private Road#4,(Diachun Road) Laurel,NY. SCTM No. 1000-127-8-17.4. 1:30 P.M.-615 PIKE STREET, LLC-#8035SE-Request for a Special Exception pursuant to Article X,Section 280-45B(9)of the Southold Town Code,and the Building Inspectors May 7,2025 Notice of Disapproval,to construct a one story commercial building with four(4)retail/takeout units and basement storage;located at 615 Pike Street,Mattituck, NY.SCTM NoA000-140-2-21. 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 ZBA Legal Notice November 6, 2025 Page 2 of 3 c, The'*Uffolh TiMeg. 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 Orange, ss: I, Edmar Corachia, 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: • Oct 30, 2025 Notice ID: tNvXobFRZez277ZwTh09 Notice Name: ZBA Legal Notice November 6, 2025 Publication Fee: $235.15 EdMtAY.GoYAchIA toWU41eWWi JES[[ GOROON-TNOMPSON -State of Flo,i Agent Notary Publ c ��CV Commissiontl XNa01656 •io��c E>�Ires on aupot rt.3o]c . VERIFICATION State of Florida County of Orange Signed or attested before me on this:11/03/2025 Notary Public Notarized remotely online using communication technology via Proof. ZBA Legal Notice November 6, 2025 Page 1 of 3 .µ Board of Appeals(ZBA)1Board Actions\Pending. Link: http://24.38.28.228/Web Link/Browse.aspx7 id=935072&dbid=0&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 Members during the public hearing. If you have questions,please telephone our office at(631)765-1809,or by email:kimf@southoldtownnygov. Dated: October 16,2025 LESLIE KANES WEISMAN,CHAIRPERSON ZONING BOARD OF APPEALS By:Kim E.Fuentes 54375 Main Road(Office Location) P.O.Box 1179,Southold, NY 1 1 971-0959 ZBA Legal Notice November 6, 2025 Page 3 of 3 Fuentes, Kim From: Mark Melnick <smiledock@gmail.com> 1 Sent: Wednesday, November 5, 2025 12:00 PM I 1 To: Fuentes, Kim; elizabeth.sakarellos@town.southold.gov; Fuentes,Om Subject: Re:Tom Wen Smith 3121 Oaklawn Ave Good morning, We live on Jockey Creek near the Smith's.We support neighbors being allowed to renovate their homes as long as it complies with town rules and doesn't disturb the environment of the Creek. Respectfully, Mark and Sharon Melnick REMO 405 Private 3 Rd Southold ��Q146t®®FAPP i Fuentes, Kim From: Carla Starcic <ilovik614@gmail.com> ��►'v�— Sent: Sunday, November 2, 2025 1:08 PM To: Fuentes, Kim; Sakarellos, Elizabeth -14 0 o I f Subject: [SPAM] - Neighbor Support of 3121 Oaklawn Proejct 0 NAV Dear ZBA, November 3. 2025 ZONINGBOAMOFAIPPEALS My name is Renato Starcic, and I am a neighbor of Tom and Jen Smith. My name is Carla Starcic and I am a neighbor of Tom and Jen Smith My name is Steve Plitas, and I am a neighbor of Tom and Jen Smith My name is Libby Plitas, and I am a neighbor of Tom and Jen Smith We are simply writing to tell you that we support their entire project at 3121 Oaklawn Ave . This includes the house, garage, and the other miscellaneous changes they are making. We wish more neighbors would spend some time improving their properties. Tom and Jen are not overbuilding, and they are improving the neighborhood, and they are doing many things that are very positive for the environment and Jockey Creek. WE WISH THEM VERY BEST Renato Carla Steve Libby ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 1 Fuentes, Kim From: Bill Harris <bill135ep@yahoo.com> Sent: Monday, October 27, 2025 2:47 PM To: Fuentes, Kim O Subject: Tom Smith appeal November 6, 2025 ® Cr�� ok I am William Harris, a partner, with Lucie Harris and Daniel Harris, in the hoat 305 Private Road#3, which abuts the Tom Smith property. I continue to object to Tom Smith's original proposals as well as to his new adjustments for the following reasons: The Smith property does not abide by the zoning set-back laws. The Jacuzzi will be on the 305 House property line and the outdoor shower as well as the Jacuzzi will be on the neighbors' house property line. The Smith proposal footprint will still exceed zoning regulations. The outdoor shower and Jacuzzi will erode the berm. The Jacuzzi, even with salt water, will still have chemicals which will harm Jockey Creek. -William Harris ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. i Fuentes, Kim From: Lucie Harris <lucielharris@gmail.com> Sent: Tuesday, November 4, 2025 11:22 AM To: Fuentes, Kim Subject: [SPAM] -Tom Smith appeal to zoning board Nov. 6, 2025ov , 0 Wft5 Nov. 6, 2025 Dear Zoning Board of Appeals, I am Lucie Harris, owner of 305 Private Rd. #3, Southold. My property abuts Mr. Tom Smith's at 3121 Oaklawn Ave., Southold, NY 11971. 1 received notice, by certified mail, of Mr. Smith's appeal of the ZBA decision which denied his May requests for changes to his property (Phase Two) and his new appeal of this decision. I have shared the notice with my neighbors. Needless to say, we agree that the requests in the appeal should be denied once again, as they have been four times already. They endanger the health of Jockey Creek and do not follow Southold Town zoning regulations. We have made our objections known in detail to the Zoning board in May and to the Trustees in July. Our letters of objection can be found in your files. Here briefly are the reasons we object to this current appeal: At the bottom of his letter of appeal Mr. Smith indicates which modifications he has made to the May appeal that was denied. None of these current modifications changes the reasons for the denial. A salt water jacuzzi still has chemicals which endanger Jockey Creek. The smaller sizes of the outdoor shower and jacuzzi don't change the fact that they are sited directly on the property lines of the abutting two houses, against Southold Town set-back regulations, and that they continue the over- coverage of the lot, according to Southold Town regulations. A retaining wall is needed to hold up the hillside. The current one is sagging. Why was a new one eliminated entirely? We would also like to draw your attention to the fact that the current teeny-tiny blueprint for the changes to the garage appears to be different from the original blueprint for Phase Two,we saw when we went to Town Hall to see it, as it was not included with the first certified-mail notice about Phase Two. Mr. Smith continues to misrepresent. Respectfully, Lucie Harris Marjorie Moffat Stevens Doug Hardy Carol Lew Simons ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. i Fuentes, Kim From: Patricia Buerkle <pabuerk1e302@gmai1.com> Sent: Tuesday, November 4, 2025 10:50 AM NO To: Fuentes, Kim �'` ?�25 Subject: [SPAM] - November 6, 2025 Thomas Smith appeal70jg11VG130 AR,D0FAPPE4 LS Dear Zoning Board of Appeals, Thomas Smith can shrink his pergola and hot tub, however his tiny lot remains the same. The neighborhood has expressed their concerns previously. Mr. Smith's plans have been back and forth between the ZBA and the Trustees and it is time to provide a determination that they were elected for. The guidelines and codes of sensitive waterfront construction should facilitate a rejection. Thank you for your time and attention. Respectfully yours, Patricia Buerkle 340 Private Rd. 3 Southold, N.Y. 11971 Sent from my iPad ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 1 BOARD MEMBERS ��0� SU(/j�o Southold Town Hall Leslie Kanes Weisman, Chairperson 53095 Main Road•P.O.Box 1179 Patricia Acampora Southold,NY 11971-0959 Robert Lehnert, Jr. y Office Location: Nicholas Planamento G,'�c► • �O� Town Annex/First Floor Margaret Steinbugler �lij'`+oU �\ 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, NOVEMBER 6, 2025 at 10:00 AM PUBLIC HEARINGS NOTICE IS HEREBY GIVEN, pursuant to Section 267 of the Town Law and Town Code Chapter 280 (Zoning), Town of Southold, the following "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. NOVEMBER 6, 2025. The public may ALSO have access to view, listen and make comment during the PUBLIC HEARING as it is happening via ZOOM WEBINAR. There will be a link to the Zoom Webinar meeting at http://southoldtownny.aov/calendar.aspx. 10:20 A.M. -THOMAS SMITH#8011 —(Adjourned from May 1, 2025) Request for Variances from Article III, Section 280-15; Article XXIII, Section 280-124 and the Building Inspector's February 24, 2025, AMENDED March 4, 2025, March 13, 2026 and September 24, 2025 Notice of Disapproval based on an application for a permit to legalize an "as built" demolition (as per Town Code definition) and reconstruct a single family dwelling complying with FEMA regulations; and to construct a second story addition to an existing accessory garage; and to construct an accessory pergola, an outdoor shower, and an accessory hot tub; at 1) single family dwelling located less than the code required minimum rear yard setback of 35 feet; 2) more than the code permitted maximum lot coverage of 20%; 3) second story addition to the accessory garage located in otherthan the code permitted rearyard;4)accessory pergola pool located in other than the code permitted rear yard; 5) outdoor shower located in other than the code permitted rear yard; 6) accessory hot tub located in other than the code permitted rear yard; located at 3121 Oaklawn Avenue, (adj. to Jockey Creek) Southold, NY. SCTM No. 1000- 70-6-10. 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: htt : /24.38.28.228/WebLink/Browse.aspx?id=935072&dbid=0&repo=TownOfsouthold If you have questions, please telephone our office at(631)765-1809, or by email: kimf@southoldtownny.gov. Dated: October 16, 2026 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 S �® Town Hall Annex, 54375 NYS Route 25 P.O.Box 1179 c02 x Southold,New York 11971-0959 ®� ® Fax(631) 765-9064 ZONING BOARD OF APPEALS DATE: October 6,2025 RE: INSTRUCTIONS FOR PUBLIC HEARING Dear Applicant; The November 6, 2025 Zoning Board of Appeals Regular Meeting will be held BOTH in person in the Town Hall Meeting Room at 53095 Main Road, Southold AND via video conferencing (Zoom Webinar), and a transcript will be provided at a later date. The public will have an opportunity to see and hear the meeting live, and make comments. Below, please see instructions required to prepare for the ZBA public hearing which includes: PLEASE READ CAREFULLY: 1. Yellow sign to post on your property a minimum of seven(7) days prior to your hearing,to be placed not more than 10 feet from the front property line (within your property) bordering the street. If you border more than one street or roadway, an extra sign is supplied for posting on both street frontages. Posting-should be done no later than October 30, 2025. To avoid weather damage to your sign please affix it to a sturdy surface such as plywood. If your sign is damaged please call the office and we will provide you with another one. Prior to your public hearing, members of the Board of Appeals will each conduct a personal inspection of your property.If a Board member reports that there is no signage visibly on display as required by law,your scheduled hearing will be adjourned to a later date to ensure compliance with Chapter 55-1 (B) 1 of the Town Code. 2. SC Tax Map with property numbers. 3. Legal Notice of in person meeting,as well as video conferencing. Instructions for participation will follow, and will be posted on the Town's Website under the meeting date, and the Legal Notice section of Suffolk Times Newspaper. 4. Affidavits of Mailings and Posting to be completed by you, notarized, and returned to our office along with the mailing receipts and green cards by October 30,2025,verifying that you have properly mailed and posted. Please attach a photograph of the posting on your Property with your affidavit of posting. 5. Instructions for Laserfiche/Weblink to view application. MAILING INSTRUCTIONS: Please send by USPS Certified.Mail,. Return Receiu 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 October 20, 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(a),southoldtownny_.gov or elizabeth.sakarellos(a�town.southold.n��us c. Instructions for Laserfiche/Weblink to view all pending applications. (Enclosed) Link to view pending applications: http://24.38.28.228:2040/weblink/Browse.aspx?dbid=0. d. Survey or Site Plan depicting "as-built" and proposed improvements requiring ZBA relief. The Town's Laserfiche/Weblink files provides both location addresses and mailing addresses in their current Assessment Roll listing. (See Link Below). Also,the Town Assessor's Office can be reached at 631-765-1937. Contact us via email or by phone if you need further assistance. TownOfSouthold>Assessors>Assessment Books/Tax Rolls> https://southoldtownny.gov/DocumentCenter/View/11008/tentro112025-1 IMPORTANT INSTRUCTIONS: Scan and email the USPS mailing receipts, green signature cards and affidavits to kimfo,southoldtownny.gov, and ** PROMPTLY USPS MAIL** the ORIGINALS to the Town of Southold, ZBA, P.O. Box 1179, Southold, NY 11971. 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 ofSOUT TOWN OF SOUTHOLD BUILDING DEPARTMENT • TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 51210 Date: 09/23/2024 Permission is hereby granted to: Thomas Smith 3121 Oaklawn Ave Southold, NY 11971 To: construct alterations to existing single-family dwelling as applied for per DEC No- Jurisdiction letter and Trustees approval with flood permit. Premises Located at: 3121 Oaklawn Ave, Southold, NY 11971 SCTIVI#70.-6-10 Pursuant to application dated 01/19/2024 and approved by the Building Inspector. To expire on 03/25/2026. Contractors: Required Inspections: Fees: Single Family Dwelling- Alteration $557.00 CO-RESIDENTIAL $100.00 Flood Permit $150.00 Total S807.00 3g 9 N Building Inspector `S 1 pE SO!/T�olo Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Q U D I I Southold,NY 11971-0959 �� a (} IyCOU RECEIVED BUILDING DEPARTMENT MAR 0 3 2025 TOWN OF SOUTHOLD STOP WORK ORDER ZONING BOARD OF APPEALS TO: Thomas &Jennifer Smith 3121 Oaklawn Avenue Southold, New York 11971 YOU ARE HEREBY NOTIFIED TO SUSPEND ALL WORK AT: 3121 Oaklawn Avenue, Southold, New York TAX MAP NUMBER: 1000-70.-6-10 Pursuant to Section § 144-8 A (1) of the Town of Southold Code, you are hereby notified to immediately suspend all work until this order has been rescinded. BASIS OF STOP WORK ORDER: Construction beyond the scope of Building Permit#51210 issued 9/2312024. CONDITIONS UNDER WHICH WORK MAY BE RESUMED: When all changes have been approved by the Town Trustees and the Building Department. FAILURE TO REMEDY THE CONDITIONS AFORESAID AND TO COMPLY WITH THE APPLICABLE PROVISIONS OF LAW MAY CONSTITUTE AN OFFENSE PUNISHABLE BY FINE, IMPRISONMENT OR BOTH. DATE: 2/7/2025 ��S4L oh0�i enn Ins ector IT SHALL BE UNLAWFUL TO REMO TH SI OUT WRITTEN CONSENT OF THE ISSUING AGENC SOUTHOLD TRUSTEES I No. 10 (0 (a Issued To.-�`a"'As t-le"^�kt �`'� Date 'W ' Address Slat oaK14w Ave, Sou-%&o �d 0 THIS NOTICE MUST BE DISPLAYED DURING CONSTRUCTION ME 3 0 TOWN TRUSTEES OFFICE,TOWN OF SOUTHOLD w SOUTHOLD, N.Y. 11971 9 �d TEL.: 765.1892 w I� 0 ra arms i i Ilk IU,� .I� L • li t. u r�''` IR iEE, F, ISSUED TOTLffi ,-- DATE Z3- Z I AD D RES.S 3� o� �-Q :d;Wn Ave This notice must be displayed') during construct, gn and returned to Building Dept. to get a certificate 0f OR occupancy upon comple"tio-n. of work. o N o op v t � o O � = BUILDING INSPECTOR'S ;OFFICE, TOWN OF SOUTHOLD N SOUTHOLD, N.Y. 3 00? P RECEIVED MAR 0 3 2025 APPLICANT/OWNER TRANSACTIONAL DISCLOSURE FORK kONING BOARD OF APPEALS The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. n YOUR NAME : SY1/1 --�7 A I d I©ryias ff (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 ay of ,20 g Si nature ay Print Name ! /g,0 �1�'l A RECEIVED <qO( f 617.20 MAR 0 3 2025 Appendix B Short Environmental Assessment Form ZONING BOARD OF APPEALS Instructions for Completing Part l -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 I 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 I -Project and Sponsor InformaZin' d t l 0 en'tG�J� `1 YYl �l e4'J e t son Namy-Ef Action or Project: / I Jtirn\o 4 t{ -eAv �i n +`f�. {Z-ej f d �P Project Location(describe,and attach a location map): ,51071 va_kJa,wA_J Av6 �c,J N`l 1 1-71 Brief Description of f Proposed Action- ' © ex t ( v it / , / 6�16,o,t OLAAAr�s. NO e_-kOWe L✓1 o'r rLS Lc� � ova 4-L v <f'rvcaU - I CJle'aCtt pace Name of Applicant or Sponsor: Telephone: p-7 Lf I {'�®YZ'fAS 1 `1 P �'1 i—� �M E-Mail: Address: 31,21 Oa.IZlaLoti Aft City/PO: State: Zip Code. J Ny 1197/ 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes,list agency(s)name and permit or approval: 1 CC, �VPavA�z �t:CAJ�I 3.a.Total acreage of the site of the proposed action? a acres b.Total acreage to be physically disturbed? acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? g �� _acres 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban ❑Rural(non-agriculture) ❑Industrial ❑Commercial Residential(suburban) ❑Forest ❑Agriculture ❑Aquatic ❑ Other(specify): ❑Parkland Page 1 of 4 RECEIVt VoH 5. Is the proposed action, IMIAR 0 3 2025NO YES N/A a.A permitted use under the zoning regulations? b.Consistent with the adopted comprehensive plan? ZONING BOARD OF APPEA g ✓ 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? ` 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES IfIf Yes,identify: 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES V 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? V 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: / V 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: V 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: V 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 of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? / If Yes,ide tify the wetland or wa rbody and extent of lteratio s in s a feet r acres: ,V, 4_ ; h�or�.� a��s v. u�'zG� L¢ LI/ hea 44,4 NZ 14. Identify the typical habitat types that occur on,or are likely to be found on the project 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 habi ,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 YES If Yes, / a.Will storm water discharges flow to adjacent properties? R NO❑YES b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains) If Yes,briefly describe: ln ❑NO 1YES X:" :_Y r Page 2 of 4 RECEIVED 18.Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? MAR 0 3 2025 If Yes,explain purpose and size: V ZONING BOARD OF APPEALS 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: .✓ 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? / If Yes,describe: J I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE 1 Applicant/sponsor name: :Ji 00014.T srn1Tklf Date: 2 a� Signature: 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 1 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?" u y : s z , r Y cur *sF No,or Moderate r � small to large impact impact y` r may may occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? 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 establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or affect 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 reasonably 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? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, waterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 {RECEIVEQ'_ �IQR 0.3 2�25 ` No,or Moderate small to large impact impact 40N.!! G BOARD OF AP'0tA' ,Tay may r occur occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage problems? 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. Name of Lead Agency Date 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) Page 4 of 4 RECEIVED got/ Town of Southold MAR U 3 2025 LWRP CONSISTENCY ASSESSMENT FORM ZONING BOARD OF APPEALS A. INSTRUCTIONS 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 Law. 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", then the proposed action may affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, the action should be analyzed in more detail and, if necessary; modified prior to making a determination that it is consistent to the maximum extent .practicable with the LWRP policy standards and conditions. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the.Planning Department, ali local libraries and the Town Clerk's office.- B. .DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 7 The Application has been submitted to(chec appropriate response): Town Board Planning Dept. Building Dept. Board of Trustees 1. 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: j re Ui d 0 nq 1W 03 vt f�'1 eok .23 1I-771 oakk-wN t4ve. /Vo S( Z2 �� �T 7`dGt(�fd' OYr o �ff�ClafiP� f�� 1 /i./ RECEIVE® _b 0 0 Location of action: 2 f;1 ©a.Gt_ O wN �f, MAR 03 mr 1 Site acreage: ZONIN l DuAR/ D OF APPEALS Present land use: rV? CCU /C 1 name Present zoning classification: 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: / a f a,,_L UM-14-4 (b) Mailing address: /a lj&J Alr- r�,y-�LIIJ / 7 1 (c) Telephone number: Area Code 7 (d) Application number, if any: 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? DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in.the Town of Southold that enhances community character, preserves open.space,makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. dyes No (Not Applicable- please explain) Ten r'l�ct i�r v�� �n� C� /vtGtacrr es� veri `wV /i'1 rr' G�'ot G W �a/'rtYt�tvvt r GiffinC,41, fUo iq Y(Y-Gr7nr�L 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 5 1 Yes ❑ No ❑ (Not Applicable—please explain) C aw- e 1r4 G.,4 Gwc j-njo r Lirac ,on Jl n c o/ a,,,c! aeo /C, 6rP J�J 1rCA +t ;EIVED MAR 0 3 2025 �Di l 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 E No E (Not Applicable—please explain) vo c-Q C' C'j e,r-,.k owrCA vxu'SL o 4 Sr`g-V C, Vc,0 0,c ia9 Irvn owrs h'pvd"e ysl,,..3' 0,. fst rort- wj _I _ � (oMvievvtr vP�r✓r �� Attach additional sheets i ecessa 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 U Yes E No E (Not Applicable—please explain) IV O y J :_ __Attach.additional sheets. fnecessary.__._ 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 Yes 0 No (Not Applicable—please explain) ,No rvnA� l.Jc �arlt ���✓,O,A . 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. MYes F_� No M (Not Applicable—please explain) o c� RECEIVED Attach additional sheets if necessary ZONING BOARD OF APPEALS Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. See Section III—Policies Pages; 34 through 38 for evaluation criteria. Yes No (Not Applicable—please explain) I Mon C 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. 1XYes 0 No 0 (Not Applicable—please explain) vre of f?vwt -rJ Oar moo d' 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. YeD No 0 (Not Applicable—.please explain). 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 41 through 56 for evaluation criteria. 9yes ❑ No ❑ (Not Applicable-please explain) i RECEIVE® O rtn G MAR 0 3 2075 ZONING 130ARL)Ot-APPEALS 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 51.through 62 for evaluation criteria. MYes ❑ No ❑ Not Applicable-please explain A M 0G 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 0 Not Applicable-please.explain 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-please explain -N O l rn�GtC TOWN OF SOUTHOLD PPE RTY RECORD CARD STREET _P LOT VILLAGE DISI iC, SU'l iy V f P ACIREACE w F UILDIN' VL r-ARNI IND, cc, `�TAL LININD WR TC DATE AGE BUILDING C01,41D3TION V ENV L,< [�Etow ABOI�E LLJ Value tPce Aoe Vold-c Lu 0 > cr) 'Nlcbf 3 Z ON— Plot EB 2 8 M5 777777777777777, fn - I i, �t r `Y 4 j'; 7i! °, r V`�— � k '�`,,�� ''�x� c'`.e• . Q 6 O -- w' 't R '" r`:'* `•-.,�i''", -- y za t - + s �' ..�- .'F.:F.iYfi 4-4, � � U' L� CC 2- —re, � C 70:7-6-10 3/06 RRF y i d Bath B r i.. Floors!�,'Ex men. e A i, c Q , tension , — Walls l�( id� �! Interior Finish Ext 4 rr? Extension Fire Placeµ Heat Porch., Att fc •' r� { Porch 'Rooms Ist..,FlOor Breezewa Potio�. Rooms 2nd Floor f Y - r �G �ewsay a rage -'Dri O B n r r `l v NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 7 RECEIVED SUNY @ Stony Brook,50 Circle Road,Stony Brook,NY 11790 I/ P:(631)444-0365 1 F:(631)444-0360 MAR 0 3 2025 www.dec.ny.gov Z0NIlYG BOARD OF APPEALS LETTER OF NO-JURISDICTION September 12, 2024 Thomas and Jennifer Smith 3121 Oaklawn Avenue Southold, NY 11971 Re: Application ID 1-4738-05023/00001 3121 Oaklawn Avenue Southold SCTM # 1000-70-6-10 ARNO-DEP Dear Applicant: Based on the information you submitted, the New York State Department of Environmental Conservation (DEC) has made the following determination. The portion of the referenced property landward of the functional bulkhead more than 100 feet in length and originally constructed prior to August 20, 1977, as evidenced on the survey of the subject property by Roderick Van Tuyl, P.C. dated January 23, 1976, is beyond the jurisdiction of Article 25 Tidal Wetlands. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6 NYCRR Part 661), no permit is required for work occurring at the property landward (upland) of the jurisdictional boundary indicated above. Please be advised however, that no construction, sedimentation, discharge, or disturbance of any kind may take place seaward of the jurisdictional boundary without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within DEC's jurisdiction which may result from your project. Such precautions include maintaining an adequate work area (i.e., a 15' to 20' wide construction area), or erecting a temporary silt fence, barrier, or hay bale berm. This determination runs with the land. Please be advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from local municipalities or other agencies. Very ruly yours, Sherri L. yours, Regional Permit Administrator SLA/mrp C: BMHP File EWYORK Department OPPORNNm Environmental Conservation - � -- - - ATTORNEY AT LAW I'SFS ` _ -- -----. 52-45 14 IN ROAD SOU T HOLD,N.Y.11771 (516)765^3200 V • li h� %7 �.ar�r � testa/ ' - t1f � r. � __.sue .. �\� •. 1 _ ~` �� ,•� ILL• /-st�l- , ;��Z I % _, C0 ,V + r i 2 r\ \ 1 MarAI�y i �90- �pt�Q�p fcLoce v 6"3S'SOVj 94 mammeafafir M `JNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF +� Ne fi ryas l. i SECTION 7--CP OF THE NEW YORR STATE EDUCATION LAW. • +, / COPIES C-T THIS SURVEY MAP NOT BEARING 1Y 'THE tA"O SU.VLYOR'S IWX$CAL OR (yry, M /� _ °EMBOSSED SEAL SHALL N.,T CL CONSIDERI• ` •` ,'A (,�F /-�". Q f`� ^� �'�` .70 BE A YA110 f^PUE COPY. Q '_'^'--•-'-'—r '-"" - I GUARANTEES INDICATED HEB:ON SHALL RUN Ml/ v{.�r�•UG•Ylr D FGri I ONLY To THE I:;SCN FOR*;-'Ohl THE SUSYEI i IS PREPARED.AU.U..H.5 L.IIALF TO THE I •/I /� •TITLE COMPANY,GOV:wT.i1CN1AL AGENCY AND O —���JLJ(� firs A /I �J\ //•••�/ /� --• '!ENDING INSTITUTION LISTiD HiRCON•AND //I 11/ -V»_• -_ _ ,-- f �/ r`7 L.../J�J(j� -- - -. .. _. .._ - 170 THE ASSIGNEES OF THE LENDING INSTE. -_ •_•`--" ""'-"^-'•^ —• �^--- - ITUTION.GUARANTECS ARE NOT TRANSFERATILE' ; Gu4ro%1;�eeQl fo Soa7%0Id a T 70 ADDWONAL INSTITUTION$OR SUBSEQUEN, N 1,�•Q✓jMya9 and Co;mnon4owNERSI Ln `S►�1_/7-1-1 i, �z.. ' cues//ff Gar d r ----- - as 6 vYYG� £c� ✓at1 c!0'I'[� w.3 150 7,y r2oaieefcz (!a%-r ry Licelleed Land t5arv�vor6 N. Y. F ramlu ► , . t" .. i IL I Jim if ._• :�s�■®A,y � �y�"'fit: �� 7 _ f ... a F glFRELL .17 +R.y' � ,sy r T`�y'�''X' �y' � �1� l.;a� :%F„� d.�'�P "`ri,�.• •M1 �� ^�Q. x u I / I mow. 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OW vil e 4 � ,1 'I ' J ZBA CHECK FEES - 2025 Funding Account- B2110.10 DATE NAME ZBA FILE# FEE CHECK# DATE SENT TO TCO 3/3/2025 Smith,Thomas 8011 $2,500.00 6829 3/17/2025 3/13/2025 Ben-Ami,Gil 8012 $750.00 1962 3/17/2025 17/2025 Smith,Thomas 8011 $500.00 5938 3/17/2025 $3,750.00 RECEIVE® VAR 17 20 Southold Town Clerk Mown of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 03/17/25 Receipt#: 338250 Quantity Transactions Reference Subtotal 1 ZBA Application Fees 8011 $2,500.00 1 ZBA Application Fees 8011-addtl. fee $500.00 1 ZBA Application Fees 8012 $750.00 Total Paid: $3,750.00 Notes: Payment Type Amount Paid By CK#1962 $750.00 Ben-Ami, Gil CK#5938 $500.00 Smith, Thomas A CK#6829 $2,500.00 Smith, Thomas A Southold Town Clerk's Office 53095 Main Road, PO Box 1179 Southold, NY 11971 Name: Ben-Ami, Gil 1635 Ridgeway Drive Hewlett, NY 11557 Clerk ID: JENNIFER Internal ID: 8012 ZBA CHECK FEES - 2025 Funding Account- B2110.10 DATE NAME ZBA FILE# FEE CHECK# DATE SENT TO TCO 3/3/2025 Smith,Thomas 8011 $2,500.00 6829 3/17/2025 3/13/2025 Ben-Ami,Gil 8012 $750.00 1962 3/17/2025 8/17/2025 Smith,Thomas 8011 $500.00 5938 3/17/2025 $3,750.00 RECEIVE® MAR 17 lob Southold Town Clerk 4 Town of Southold P.O Box1179 Southold, NY 11971 * * * RECEIPT * * * Date: 03/17/25 Receipt#: 338250 Quantity Transactions Reference Subtotal 1 ZBA Application Fees 8011 $2.500.00 1 ZBA Application Fees 8011-addtl. fee $500.00 1 ZBA Application Fees 8012 $750.00 Total Paid: $3,750.00 Notes: Payment Type Amount Paid By CK#1962 $750.00 Ben-Ami, Gil CK#5938 $500.00 Smith, Thomas A CK#6829 $2,500.00 Smith, Thomas A Southold Town Clerk's Office 53095 Main Road, PO Box 1179 Southold, NY 11971 Name: Ben-Ami, Gil 1635 Ridgeway Drive Hewlett, NY 11557 Clerk ID: JENNIFER Internal ID: 8012 ZBA CHECK FEES - 2025 Funding Account- B2110.10 DATE NAME ZBA FILE# FEE CHECK# DATE SENT TO TCO 3/3/2025 Smith,Thomas 8011% $1,500.00 4808 3/31/2025 additional fee for the tl 3/19/2025 Pietrangelo,Joseph 8013 $2,000.00 11290 3/31/2025 Finnegan Law for:Hamilton 3/20/2025 Residences LLC 8014 $750.00 1505 3/31/2025 $4,250.00 f APR 120 own of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 04/01/25 Receipt#: 338596 Quantity Transactions Reference Subtotal 1 ZBA Application Fees 8011 a $1,500.00 Total Paid: $1,500.00 Notes: Payment Type Amount Paid By CK#4808 $1,500.00 Smith, Thomas Andrew Southold Town Clerk's Office 53095 Main Road, PO Box 1179 Southold, NY 11971 Name: Smith, Thomas Andrew 3121 Oaklawn Ave Southold, NY 11971 Clerk ID: MARIAD Internal ID:8011a r r Fuentes, Kim From: Thomas Smith <Thomas_Smith@swissre.com> Sent: Wednesday,July 30, 2025 3:48 PM To: Westermann, Donna; Sakarellos, Elizabeth Cc: Fuentes, Kim Subject: 3121 Oaklawn Avenue -Trustee Meeting and Field Inspection Hi ZBA Team, I just wanted to inform you that my property is being inspected by the Trustees on August 6th and my proposal/application will be reviewed at the next Bd of Trustee meeting on August 13th I just wanted to keep you looped in knowing you were waiting to coordinate your final decision with them. Thank you and have a great day. Tom Thomas Smith I Senior Treaty Underwriter I Vice President I CUO P&C Reinsurance Swiss Re America Holding Corporation I Southold, United States (USA) Direct: +1 856 446 2927 Email: Thomas_Smith@swissre.com From:Westermann, Donna <donnaw@town.southold.ny.us> Sent:Tuesday,June 10, 2025 11:28 AM To:Thomas Smith<Thomas_Smith@swissre.com>; Sakarellos, Elizabeth <elizabeth.sakarellos@town.southold.ny.us> Cc: Fuentes, Kim<kim.fuentes@town.southold.ny.us> Subject: RE: 3121 Oaklawn Avenue- Follow-Up Items#8011 - ' .. • e - - '-oo • o s Good morning Tom, I printed out your attachment and will forward to the Board today. In regards to your Trustees question,they were informed that ZBA adjourned your application and is awaiting comments from the Trustees field inspection. They were informed of this after your public hearing was adjourned with ZBA on 5/1/25. Thank you, Donna Dowwa Westerinaaww ZOVLi,►tig Board of AppeCILS Toww o f 5outlnoLol P.O. Box 11�9 southOW, NY 119YEI 1 From:Thomas Smith<Thomas Smith@swissre.com> Sent: Monday,June 9, 202511:16 PM To:Sakarellos, Elizabeth<elizabeth.sakarellos@town.southold.ny.us>;Westermann, Donna <donnaw@town.southo Id.ny.us> Subject: FW: 3121 Oaklawn Avenue-Follow-Up Items Sending again since I keep getting an error message ... hope to hear back from you. Tom Thomas Smith I Senior Treaty Underwriter I Vice President I CUO P&C Reinsurance Swiss Re America Holding Corporation I Southold, United States(USA) Direct: +1 856 446 2927 Email: Thomas_Smith@swissre.com From:Thomas Smith Sent:Sunday,June 8, 2025 11:03 PM To:Sakarellos, Elizabeth<elizabeth.sakarellos@town.southold.ny.us>;Westermann, Donna <donnaw@town.southold.nv.us> Subject: FW: 3121 Oaklawn Avenue- Follow-Up Items Following up on the below e-mail ... Tom Thomas Smith I Senior Treaty Underwriter I Vice President CUO P&C Reinsurance Swiss Re America Holding Corporation I Southold, United States (USA) Direct: +1 856 446 2927 Email: Thomas_Smith@swissre.com From:Thomas Smith Sent:Wednesday, May 28, 2025 1:39 PM To:Sakarellos, Elizabeth<elizabeth.sakarellos@town.southold.nv.us>;Westermann, Donna <donnaw@town.southold.ny.us> Subject: 3121 Oaklawn Avenue- Follow-Up Items Hi Liz and Donna, Hope you are doing well and enjoyed your long holiday weekend. I wanted to follow-up on two items. 1-1 drafted the attached response to the LWRP. I planned to share it with the.ZBA Committee during my in person meeting last month. The discussion went longer than expected and the topic of LWRP never came up. I would like to add this to my file. If you like, I will make as many copies as you need and will deliver them to your office. My comments are very important. It is obvious that the LWRP missed a few key facts pertaining to my project. 2-A woman in your office (who attends the in person ZBA meetings) was going to send an e-mail to the Trustee office informing them that my ZBA file is on "hold" pending the site inspection of the Trustees. Can you 2 confirm that this e-mail has been ser: ::.cd if not, when it will be. It is very imwur'Lant that the Trustees know that my Bd of Trustee application (submitted April 25th) can move forward even though there is no final decision from the ZBA. Thank you. Tom This e=mail, including attachments, is intended for the person(s)or company(s) named and may contain confidential and/or legally privileged information. Unauthorized disclosure, copying or use of this information may unlawful and is prohibited. If you are not the intended recipient, please delete this message and notify the sender.All incoming and outgoing e-mail.messages are stored in the Swiss Re Electronic Message Repository. If you do not wish the retention of potentially private a-mails by Swiss Re, we strongly advise you not to use the Swiss Re e-mail account for any private, non-business related communications. ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 3 Sakarellos, Elizabeth From: Thomas Smith <Thomas_Smith@swissre.com> Sent: Thursday, August 7, 2025 5:01 PM To: Sakarellos, Elizabeth;Westermann, Donna Subject: RE: 3121 Oaklawn Avenue - Next Steps Agree that summer is flying by! So are the months (7) since my stop work order- : ). Fingers crossed that I get approval from the Trustee on the 13th,and the ZBA can squeeze me onto their agenda on the 215Y. Having to wait longer for the ZBA will be murder. The ZBA has already reviewed my application and had a public hearing so the remaining process steps and time to decide should be minor. Another reason I am pushing for an early decision is that the SCHD will not sign off on my IA Septic System until they have final approval from Trustee and ZBA. Every week matters as my builder is on stand-by. It is somewhat insane that I met with ZBA on April 29th, then had to wait 3.5 months for Trustees and my file must go back once again to the ZBA. I'm sure everyone is getting tired of me and my file by now Thank you for your help and support. I know you are doing all that you can to help me. Tom Thomas Smith I Senior Treaty Underwriter I Vice President I CUO P&C Reinsurance Swiss Re America Holding Corporation I Southold, United States (USA) Direct: +1 856 446 2927 Email: Thomas_Smith@swissre.com From:Sakarellos, Elizabeth <elizabeth.sakarellos@town.southold.nv.us> Sent:Thursday,August 7, 2025 3:42 PM To:Thomas Smith<Thomas Smith@swissre.com>; Westermann, Donna<donnaw@town.so Litho Id.ny.us> Subject: RE: 3121 Oaklawn Avenue- Next Steps 0 - a'WON I Good afternoon Mr.Smith, Summer is going wayyy t0000 fast. Unfortunately, current procedure is to wait till the Board of Trustees have finished and voted on your application and we receive a determination. Only then are we able to forward it to the Board and the Board decides what calendar to place it on. Thank you, 1 From:Thomas Smith <Thomas Smith@swissre.com> Sent:Thursday,August 7, 2025 1:17 PM To:Westermann, Donna<donnaw@town.southold.ny.us>; Sakarellos, Elizabeth <elizabeth.sakarellos@town.southold.ny.us> Subject: RE: 3121 Oaklawn Avenue- Next Steps Donna and Liz, I hope you are both enjoying your summer. I'm just curious about next steps regarding my application. I meet with the Board of Trustees on the 13th (in 6 days) and they did a field inspection yesterday. Is it possible to have the ZBA re-visit and approve my application at their next Special Meeting on the 215Y? The timing would be incredible. I've been homeless for nearly eight months, and my builder is looking to start construction in September. Anything you can do to help move my application along would be greatly appreciated. All the best! Tom Thomas Smith I Senior Treaty Underwriter I Vice President I CUO P&C Reinsurance Swiss Re America Holding Corporation I Southold, United States(USA) Direct: +1 856 446 2927 Email: Thomas_Smith@swissre.com From:Thomas Smith Sent:Wednesday,July 30, 2025 3:48 PM To:Westermann, Donna <donnaw@town.southold.nv.us>; Sakarellos, Elizabeth <elizabeth.sakarellos@town.southold.nv.us> Cc: Fuentes, Kim<kim.fuentes@town.southold.nv.us> Subject:3121 Oaklawn Avenue-Trustee Meeting and Field Inspection Hi ZBA Team, I just wanted to inform you that my property is being inspected by the Trustees on August 6th and my proposal/application will be reviewed at the next Bd of Trustee meeting on August 13tn I just wanted to keep you looped in knowing you were waiting to coordinate your final decision with them. Thank you and have a great day. Tom Thomas Smith I Senior Treaty Underwriter I Vice President I CUO P&C Reinsurance Swiss Re America Holding Corporation I Southold, United States (USA) Direct: +1 856 446 2927 Email: Thomas_Smith@swissre.com 2 From:Westermann, Donna <donnaw@town.southold.ny.us> Sent:Tuesday,June 10, 2025 11:28 AM To:Thomas Smith<Thomas Smith@swissre.com>; Sakarellos, Elizabeth <elizabeth.sakarellos@town.southold.nv.us> Cc: Fuentes, Kim <kim.fuentes@town.southold.ny.us> Subject: RE: 3121 Oaklawn Avenue- Follow-Up Items#8011 '�1 :R ®�e' I A •bJl 1C -I b i - '� B 4Yi. A) �'��� 0 8 C � F !�@ .y, t: lg Good morning Tom, I printed out your attachment and will forward to the Board today. In regards to your Trustees question,they were informed that ZBA adjourned your application and is awaiting comments from the Trustees field inspection. They were informed of this after your public hearing was adjourned with ZBA on 5/1/25. Thank you, Donna Doww,2 WestervKc ww .ZZov v,9 hoard of Appea?s TOWw of SOU'CIAOLd P.D. gOx 11j�9 Southold, NY 11571 (031) Troy 1Q09 From:Thomas Smith<Thomas Smith@swissre.com> Sent: Monday,June 9, 2025 11:16 PM To:Sakarellos, Elizabeth <elizabeth.sakarellos@town.southold.ny.us>; Westermann, Donna <donnaw@town.southold.ny.us> Subject: FW: 3121 Oaklawn Avenue- Follow-Up Items Sending again since I keep getting an error message ... hope to hear back from you. Tom Thomas Smith I Senior Treaty Underwriter I Vice President I CUO P&C Reinsurance Swiss Re America Holding Corporation I Southold, United States (USA) Direct: +1 856 446 2927 Email: Thomas_Smith@swissre.com From:Thomas Smith Sent:Sunday,June 8, 2025 11:03 PM To:Sakarellos, Elizabeth <elizabeth.sal<arellos@town.southold.ny.us>;Westermann, Donna <donnaw@town.southold.ny.us> Subject: FW: 3121 Oaklawn Avenue- Follow-Up Items Following up on the below e-mail ... 3 Tom - Thomas Smith Senior Treaty Underwriter I Vice President I CUO P&C Reinsurance Swiss Re America Holding Corporation I Southold, United States(USA) Direct: +1 856 446 2927 Email: Thomas_Smith@swissre.com From:Thomas Smith Sent:Wednesday, May 28, 2025 1:39 PM To:Sakarellos, Elizabeth<elizabeth.sakarellos@town.southold.ny.us>;Westermann, Donna <donnaw@town.southold.ny.us> Subject: 3121 Oaklawn Avenue- Follow-Up Items Hi Liz and Donna, Hope you are doing well and enjoyed your long holiday weekend. I wanted to follow-up on two items. 1-1 drafted the attached response to the LWRP. I planned to share it with the ZBA Committee during my in person meeting last month. The discussion went longer than expected and the topic of LWRP never came up. I would like to add this to my file. If you like, I will make as many copies as you need and will deliver them to your office. My comments are very important. It is obvious that the LWRP missed a few key facts pertaining to my project. 2-A woman in your office (who attends the in person ZBA meetings) was going to send an e-mail to the Trustee office informing them that my ZBA file is on "hold" pending the site inspection of the Trustees. Can you confirm that this e-mail has been sent and if not, when it will be. It is very important that the Trustees know that my Bd of Trustee application (submitted April 25th) can move forward even though there is no final decision from the ZBA. Thank you. Tom This e-mail, including attachments, is intended for the person(s) or company(s) named and may contain confidential and/or legally privileged information. Unauthorized disclosure, copying or use of this information may be unlawful and is prohibited. If you are not the intended recipient, please delete this message and notify the sender. All incoming and outgoing e-mail messages are stored in the Swiss Re Electronic Message Repository. If you do not wish the retention of potentially private a-mails by Swiss Re, we strongly advise you not to use the Swiss Re e-mail account for any private, non-business related communications. 4 � x At ZONING BOARD OF APPEALS Town of Southold MEMORANDUM To: Glenn Goldsmith, President, Board of Town Trustees From: Leslie Weisman, Chairperson, Zoning Board of Appeals Kim Fuentes, Board Assistant Date: March 26, 2025 RE: REQUEST FOR COMMENTS ZBA#8011 Thomas Smith, 3121 Oaklawn Avenue, Southold SCTM No. 1000-70-6-10 Attached, please find is a copy of a ZBA application which results from a Notice of Disapproval that identified multiple variance relief required to legalize "as-built" demolition and reconstruct a single family dwelling, to construct a second story addition to an existing accessory garage, and allow accessory structures to be placed in the side yard. According to the applicant, the dwelling,currently in FEMA AE Zoning, will be raised in order to comply with FEMA regulations. Enclosed is a site plan prepared by Jeff Zahn, Architect, last revised March 10, 2025. We are referring this application to your Board and requesting your comments. Please let me know if you need any additional information. Thank you for your assistance in this matter. Encls.: Notice of Disapproval Amended March 13, 2025 Copy of ZBA Application received March 3, 2025 Site Plan prepared by Jeff Zahn, last revised March 10, 2025 _Aeceived JUN 10 2025 9b11 Response to LWRP Letter Dated April 21 , 2025 5/9/25 Zoning Board of Appeals I would like to thank the LWRP for taking the time to review my file and visit my property. I would like to make sure the LWRP did not overlook the following when making their recommendation. LWRP Comment:The structure is located within a 1%Annual Chance of Flood Elevation. Owner Response:The main house is an existing structure that has always been in FEMA AE6. Per FEMA and Southold guidelines the house will be lifted, stem walls will be added, and a new foundation will be created so the house has a BFE of 8. The house will be protected from a flood event that is 2 feet higher than a 1 in 100-year event. Such an event has never happened on Jockey Creek.The probability of such an event happening per FEMA is 1 in 500 years. LWRP Comment: Increase in Lot Coverage of 24.6%within this area should be avoided. Owner Response:There are 4 improvements contributing to the increase in Lot Coverage— pergola, outdoor shower,jacuzzi and garage overhang.They represent only 190 square feet, which is insignificant. On a normal size lot in the community the new Lot Coverage would only be 15.1%. 3 of the 4 improvements are also outside the High-Risk FEMA AE6 zone. There is a line on the survey that shows that all but the pergola is in a Moderate FEMA X zone.This means they are not exposed to a 1 in 100-year event. LWRP Comment: Groundwater elevation is expected to rise overtime in this hazard area. Owner Response:We have never noticed groundwater in our 4-foot sand foundation in the 20 years we have owned the property. The project will meet FEMA, Southold Trustee, DEC, and Suffolk County Health department guidelines and laws. Additional Considerations: Modest relief is being requested that amounts to only 190 square feet. Major improvements are being made to the house, neighborhood and environment. They include: -New state of Art IA System -New storm drainage system -Lifting house to comply with FEMA guidelines -Putting electric service from Oaklawn Ave underground -Majority of property will be non-turf TOWN OF SOUTHOLD 61y�L-VA\_ _�ZONING BOARD OF APPEALS Appeal No SOUTHOLD, NEW YORK AFFIDAVIT OF In the Matter of the Application of: MAILINGS S � ov'Gr (N/'a/m__e of Applicant/ ner) 331c? 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(https://faq.usps.com/s/article/Where-is-my-package) Text & Email Updates u USPS Tracking Plus® u https://tools.usps.com/go/TrackConfirmAction?tRef=fullpage&tLc=2&text28777=&tLabels=9589071052702300118529%2C 1/2 �4 3D,I9 TOWN OF SOUTHOLD ZONING BOARD OF APPEALS SOUTHOLD, NEW YORK AFFIDAVIT OF In the Matter of the Application of: POSTING o✓s't�s� �le�v►r v�m t'T�, (Name of Applicants) COUNTY OF SUFFOLK STATE OF NEW YORRK UYY� residing 31 d � g at � New York, being duly sworn, depose and say that: I am the (,/Owner or( ) Agent for owner of the subject property On the rJ day of Aord , 202s, I personally placed the Town's Official Poster on subject property located at: laf o � So `ol� l97/ 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 ! odS (Owner/Agent Signature) Sworn to before me this G�W — Day of �� , 20 e'�kO F P blic) MARA µ ZONDERMAN Notary Pubic-state of NO! New York 01Z06370215 Qualified in Suffolk County My Commission Expires Thomas Smith From: Tom Smith <tom8888smith@gmail.com> Sent: Friday, April 25, 2025 10:10 AM To: Thomas Smith CAUTION: External email. Be careful when opening links or attachments. Report suspicious emails with the"Report Phishing" button. f i Sent from my iPhone 1 SENDER: COMPLET� )IS SECTION COMPLETE THiS SECTI 9N DELIVERY ■ Complete items 1,2,and 3. A. Sig u ■ Print your name and address on the reverse X C]Agent so that we can return the card to you. B ❑Addressee ` eceived b (P Jnted Nam C. Date Deliv ry � Uj 1 ■ Attach this card to the back of the mailpiece, f�q��l �j/�n � or on the front if space permits. 1. Article Addreped to- / D. Is delivery address different from item.i? Ye ILA f �� If YES,enter delivery address below: ❑No 3. Service Type ❑Priority Mail Express® it I IIIIII I'll III I II II I I I ll I I I I II it I II III II I III ❑Adult Signature ❑Registered Mil [3❑Adult Signature Restricted Delivery Registered Mail Restricted'. ❑.Certified Mall® Delivery 9590 9402 8708 3310 9829 59 ❑Certified Mali Restricted Delivery 0 Signature Confirmatlon Signature TM t ❑Collect on Delivery i 2_ Article Number(Tiansfei fr0iTlSeIViCe label) ❑Coilect;on Delivery Restricted Delivery: ; :Restricted Delivery ;Cl Insured Mall; i ':' ' 1 , , , • , . 89 0 71 b :5 2 7:01 :2 3`0 0 11`8 5` 2 i'9 ❑Insured Mall Restricted oeiidery . (over$500) 1 PS Form 3811,July 2020 PSN 7530-02-000=9053 Domestic,Return Receipt SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY i ■ Complete items 1,2,and 3. A. signature I ❑Agent ■ Print your name and address on the reverse X so that we can return the card to you. ❑Addressee B. Received by(Printed Name) C. Date of Delivery } ■ Attach this card to the back of the mailpiece,. or on the front if space permits. i (917 � r1. Article Addressed to: D.Is delivery address different from item 1? ❑Yes , 17 7 J ��O If YES,entpgr delivery address below: ❑No N� - 3. Service Type ❑Priority Mail Expresso ❑Adult Signature ❑Registered MallTM II I IIIII llll III lII II I l l II l l l III II I Il I IIIII Ill 0.Adult Signature Restricted Delivery ❑Registered Mail Restricted, ❑Certified Mall® Delivery 9590 9402 8708 3310 9829 35 ❑Certified Mail Restricted Delivery ❑Signature Confirmation?,',,` ❑Collect on Delivery ❑Signature Confirmst�ot v Coll'ect'on Delivery Restricted Delivery i 1 Restricted Delivery• 2. Article Numbe f(transfer from4seivice;label)t 1 1 1 1 1 I I ❑Insured,Mell SgCi D416 15a-7 6 3•o ❑Insured Mall Restricted Delivery l (over$500 PS Form 3811,July 2020 PSN 7530-02-000-9053 ,66me,stic'Return Receipt i COMPLETE •N COMPLETE THIS SECTIONON DELIVERY ■ Complete items 1,2,and 3. A. Signature t 0 Print your name and address on the reverse X &(j \B. gent + so that we can return the card to you.. Cf Addressee ■ Attach this card to the back of the mailpiece, B. Received by( Name) C. Date of Delivery or on the front if space permits. 4 } 1. Article Addressed to: D. Is delivery address different from item 17 Y s If YES,enter delivery address below: ❑No iM Z'Tirr r>Js-l- 3. Service Type ❑Priority Mail Express® II I IIIIII Ill:Ill I II II I I I II I I I I II ll l Ill:ll I I III ❑Adult Signature ❑Registered Mall ❑ R � Adult Signature Restricted Delivery ❑Registered. Restricted, ❑Certified Mall® Delivery 9590 9402 8708 3310 9829 42 CI Certified Mau Restricted Delivery Cl signature ConfirmationTm ' ❑Collect on Delivery ❑Signature Confirmation ❑Collect on Delivery Restricted Delivery Restricted Delivery 9589 0 710 5270 2300 1185 36 5u ed Mali Restricted Delivery er$500) PS Form 3811,July 2020 PSN 7530-02-000-9053 Domestic Return Receipt 1 LEGAL NOTICE SOUTHOLD TOWN ZONING BOARD OF APPEALS THURSDAY, MAY 1,2025 at 10:00 AM I PUBLIC HEARINGS NOTICE IS HEREBY GIVEN,pursuant to Section 267 of the Town Law and Town Code Chapter 280(Zoning),Town of Southold,the following public hearing will be held by the SOUTHOLD TOWN ZONING BOARD OF APPEALS at the Town Hall,53095 Main Road,Southold, New York 11971-0959,on THURSDAY,MAY 1,2025: - The public may ALSO have access to view, listen and make comment during the PUBLIC HEARING as it is happening via ZOOM WEBINAR. Details about how to tune in and make comments during the PUBLIC HEARING are on the Town's website agenda for this meeting which may be viewed at http://southoldtownny.gov/agendacenter. Additionally,there will be a link to the Zoom Webinar meeting at http://southoldtownny.gov/calendar.aspx. 10:00 A.M.-CARMELA LAZIO REVOCABLE TRUST/CARMELA LAZIO AS TRUSTEE#8003 Request for Variances from Article XXIII,Section 280-124; Article XXXVI,Section 280-207;and the Building Inspector's January 24,2025, Notice of Disapproval based on an application to demolish an existing dwelling and to construct a new single family dwelling;at 1)less than the code required minimum side yard setback of 10 feet;2)gross floor area exceeding permitted maximum square footage for lot containing up to 20,000 square feet in area;located at:250 Blue Marlin Drive,(Adj.to Shelter Island Sound)Greenport,NY. SCTM No. 1000-56-7-21. 10:10 A.M.-JOHN J.AND THERESA M.MURNANE#8004-Request for a Variance from Article III,Section 280-15; and the Building Inspector's January 14,2025 Notice of Disapproval based on an application for a permit to construct an accessory in-ground swimming pool;at 1)swimming pool located in other than the code permitted rear yard; located at: 125 Bow Road,Southold, NY.SCTM No.1000-87-2-33. 10:20 A.M.-ALEXANDER LINDH AND COURTNEY BANCROFT#8005SE-Applicants request a Special Exception under Article III,Section 280-13B(13). The Applicant is owner of the subject property requesting authorization to legalize/establish an Accessory Apartment in an existing accessory structure; at:2175 Pine Neck Road,Southold,NY.SCTM#1000-70-5-48. 10:30 A.M.-THOMAS SMITH#8011 -Request for Variances from Article III,Section 280-15;Article XXIII,Section 280-124 and the Building Inspector's February 24,2025,AMENDED March 4,2025,AMENDED March 13,2025 Notice of Disapproval based on an application for a permit to legalize an"as built"demolition(as per Town Code definition)and reconstruct a single family dwelling complying with FEMA regulations;and to construct a second story addition to an existing accessory garage;and to construct an accessory pergola,an accessory outdoor shower and an accessory hot tub;at 1)single family dwelling located less than the code required minimum rear yard setback of 35 feet;2)more than the code permitted maximum lot coverage of 20%; 3)second story addition to the accessory garage located in other than the code permitted rear yard;4)accessory pergola pool located in other than the code permitted rear yard;5)accessory outdoor shower located in other than the code permitted rear yard;6)accessory hot tub located in other than the code permitted rear yard; located at 3121 Oaklawn Avenue,(adj.to Jockey Creek)Southold, NY. SCTM No. 1000-70-6-10. 10:50 A.M.-KIMBERLY CRUMM-Request for Variances from Article III,Section 280-15;Article XXII,Section 280-105A;and the Building Inspector's January 17,2025,Amended February 6,2025 Notice of Disapproval based on an application for a permit to construct an accessory in-ground swimming pool with spa and an accessory'cabana/pool house,and to construct a six(6)feet high fence in the front yard;at 1)accessory structures located in other than the code permitted rear yard;2)proposed fence is more than the code required maximum 4 feet in height when located in the front yard;located at: 2965 Marratooka Road,Mattituck,NY. SCTM No. 1000-123-2-27 11:00 A.M.-DEMETRA MAKRIS-Request for Variances from Article XXII,Section 280-116A(1);Article XXIII,Section 280-124;Article XXXVI,Section 207A(b)and the Building Inspector's January 27,2025,Notice of Disapproval based on an application for a permit to demolish(as per Town Code definition)and reconstruct a single family dwelling;at 1)less than the code required 100 feet from the top of the bluff;2)more than the code permitted maximum lot coverage of 20%;3)more than the code permitted maximum two stories;4)gross floor area exceeding permitted maximum square footage for lot containing up to 20,000 square feet in area; located at:910 The Strand,(Adj.to Long Island Sound)East Marion, NY. SCTM No.1000-30-2-81. 11:10 A.M.-PINO LICUL AND IRENA LICUL,TRUSTEES,REVOC LIVING TRUST#8008-Request for Variances from Article XXIII,Section 280-124; Article XXXVI, Section 207A(b)and the Building Inspector's February 4,2025, Notice of Disapproval based on an application for a permit to demolish an existing dwelling and an existing shed,and construct a new two story single family dwelling;at 1);construction located less than the code required minimum front yard setback of 40 feet;2)more than the code permitted maximum lot coverage of 20%;3)gross floor area exceeding permitted maximum square footage for lot containing up to 10,000 square feet in area;located at:725 North Sea Drive, (Adj.to Long Island Sound)Southold, NY. SCTM No. 1000-54-4-9. 1:00 P.M.-KEVIN CIERACH#8010-Request for Variances from Article III,Section 280-15;Article IV,Section 280-18;and the Building Inspector's November 8,2024,AMENDED December 23,2024, Notice of Disapproval based on an application for a permit to legalize an"as built"single family dwelling,an"as built"accessory stucco building for storage use,and an"as built"accessory garage for storage use,only,at 1);dwelling located less than the code required minimum rear yard setback of 50 feet;2)accessory stucco building for storage use located less than the code required minimum rear yard setback of 15 feet;3)the accessory garage for storage use,located in an area other than the code required rear yard;located at 4500 Deep Hole Drive,Mattituck,SCTM No.1000-115-17-3 1:10 P.M.-RICHMOND CREEK PARTNERS, LLC#7970-(Adjourned from December 5,2024)Request for Variances from Article III,Section 280-13C; Article XXII,Section 280-10513;and the Building Inspector's July 30,2024,Amended October 8,2024, Notice of Disapproval based on an application for a permit to legalize the"as built"conversion of an existing accessory barn to an accessory recreational building and to legalize an"as built"tennis court with surrounding fence;at;1)"as built"construction of recreation building and use is not permitted;2)fence more than the code permitted maximum height of six and one half(6-1/2)feet in height when located along the side and rear yards;located at:3820 South Harbor Road,Southold,NY. SCTM No. 1000-86- 3-1. The Board of Appeals will hear all persons or their representatives,desiring to be heard at each hearing,and/or desiring to submit written statements before the conclusion of each hearing. Each hearing will not start earlier than designated above. Files are available for review on The Town's Weblink/Laserfiche under Zoning Board of Appeals(ZBA)\Board Actions\Pending. Link: http://24.38.28.228/Web Li n k/B rowse.aspx?id=935072&d bid=0&repo=Town OfSouthold Please note the date to submit written comments to this office will be the Friday prior to the public hearing. After that, no documents will be accepted by this office, but can be submitted to the Board Members during the public hearing. If you have questions,please telephone our office at(631)765-1809,or by email: kimf@southoldtownny.gov. Dated: April 17,2025 ZONING BOARD OF APPEALS LESLIE KANES WEISMAN,CHAIRPERSON By: Kim E. Fuentes 154375 Main Road(Office Location) P.O. Box 1179,Southold, NY 1 1 971-0959 207cf49b k outholdtownnygov AFFIDAVIT OF PUBLICATION The Suffolk Times State of New York, County of,Suffolk County, The undersigned is the authorized designee of The Suffolk Times,a Weekly Newspaper published in Suffolk County, New York.I certify that the public notice,a printed copy of which is attached hereto,was printed and published in this newspaper on the following dates: 04/24/2025 This newspaper has been designated by the County Clerk of Suffolk County,as a newspaper of record in this county, and as such,is eligible to publish such notices. Signature Christina Henke Rea Printed Name Subscribed and sworn to before me, This 29 day of April 2025 Ak AL AK Digitally signed DOUGLASWREA by douglas w rea Notary Public-State of New York Date: 2025.04.29 NO,OIRE6398443 15:48:33 +00:00 Qualified in Albany County My Commission Expires Sep 30,2027 r l 14A May 1, 2025 — b6-- Dear Zoning Board of Appeals, C III 1 I am Lucie Harris, owner of 305 Private Rd. #3, Southold. My property abuts Mr. Tom Smith's at 3121 Oaklawn Ave., Southold, NY 11971 . 1 received notice of the ZBA meeting by certified mail. In that mailing I received a blueprint of the proposed site changes but not a blueprint of the requested enlargement of the garage. Isn't it required that he provide blueprints for all alterations? I had to go to the Town to get a copy of the proposed changes to the garage and at that time I saw the appeals documents that I refer to in this letter. I am responding to each section of Mr. Smith's appeals from Mar. 3, 2025, Mar. 17, 2025 and April 23, 2025. At the time of the ZBA meeting on May 1 , 1 will provide the pictures that I refer to. My neighbors who have signed have read and approved my comments. Mar. 3, 2025 Addressing p. 2 etc., Area Variance Application—Reason for Appeal Item 1 : Mr. Smith said, "My wife and I feel strongly that the work we plan will fit the character of the neighborhood." The neighborhood consists of small cottages on small lots. No one has a free- standing garage because the lots are very small. On the long driveway leading to Tom Smith's house, the water table is extremely close to the surface. The road floods during all heavy rains. Cars cannot be parked on that driveway. The previous tenant in 3120 Oaklawn Ave. (Mr.Smith's house) moved his car to the school lot or parked in my driveway (above on Private Rd. #3) during rainstorms because he was afraid his car would be compromised or float away by surging water from the creek flooding the garage. Item 2: Mr. Smith states, "We are not changing ...the height of the house." However, according to the proposal, The Smiths' want to raise the house 8 feet. That changes the height of the house. It literally adds another story to the house. (When I spoke to the Southold Trustees and the Housing Authority there has not been an approval of raising the house, despite Mr. Smith's declarations in these appeals.) Item 3: Mr. Smith says, "We are not changing anything...that will have any bearing on our neighbors." Raising the height of the house will have a bearing as will adding a story to the garage. The extra height makes the structures oversized for the size of the lot. Item 4: Mr. Smith says, "No change is planned to the yard or environment surrounding our house." Adding a hot tub changes both the yard and the environment. The environment is delicate as the site of the house floods during rainstorms. Having a hot tub in a flood zone is environmentally problematic. Hot tubs use chemicals that kill living things. Those chemicals include chlorine, bromine and sanitizer. The details of the precautions connected to the hot tub chemicals are attached at the end of this letter. But, it's important to note now that stored chemicals can be dangerous if exposed to humidity and water because they lead to dangerous fumes and chemical reactions. The hot tub will be located right near the garage which floods during rainstorms (picture #1 , taken August, 2024).The proposed site for the hot tub will be directly on my property line (picture #2). 1 don't want chemicals close to my property. A hot tub with people, noise, lights and chemical smells will affect my quality of life. That is a change in the environment surrounding their house and mine. Item 5: They bought the house and were aware of the lot size. The setback and lot coverage rules have not changed (picture #3). March 17, 2025 appeal PHASE TWO: Response to the introduction: A coverage change from 21 .9% to 24.6% is not a small change for such a small lot which is already overbuilt in a sensitive environment (picture #3). Adding a second story to the garage for "storage" is questionable. Why is a half-bath needed on the second story of a storage garage? There will also be an external staircase added, squeezing more into a small space (picture #4). There is a sliding glass door opening onto a balcony in the I plan for the second story addition. What storage room has a sliding glass door and a balcony? Outdoor shower: To be located on the berm.The berm holds up the hillside behind the garage and the lawn of the house behind the Smith house. It is inappropriate to put water for a shower on an already delicate land formation. The berm will be eroded by the water from the shower, and the earth on the berm and the property above the berm will be compromised ( picture #3). Jacuzzi: Putting a jacuzzi on the berm will compromise the berm which holds up the hillside behind it. This is a delicate environment which needs to be pampered, not dug out to support a jacuzzi. Also, putting a container of chemicals, which a jacuzzi is, should not be in such close proximity to the creek.When the creek floods the jacuzzi is in harm's way. What if the jacuzzi leaks? The contents will go into the creek (picture #2, picture #3). Retaining wall: The retaining wall was replaced last summer and is already sagging. The hillside/berm holds up the house above it. What will the new retaining wall be made of? (Picture #3) 1 am the "neighbor to the east " and from the plan I see that the jacuzzi will replace the "modest, natural privacy buffer" that is already there (pictures #2, #3 and #4). Addressing the ZBA committee: Mr. Smith's wants to raise the house 8 feet. That is a drastic change in the house. The garage will gain 10 feet in height. That is a dramatic change. The garage will have an exterior stair added (pictures #3 and #5). For what purpose if the second story is for storage? Can the stairway go inside the garage? The garage will have an additional bathroom on the second floor. Why will a bathroom be needed on the second floor of a storage room? Additional plumbing, and sewage lines will be added. For what purpose on the second floor of a storage room? April 23, 2025 appeal Project Scope: The Property additions, pergola, outdoor shower, garage stairs and jacuzzi will crowd an already crowded site. Unique Parcel: The parcel is small. Nevertheless, Mr. Smith bought it. The square footage of my house, an abutting neighbor, is 1000 sq. ft., smaller than Mr. Smith's house. It is nowhere near the 1450 sq. ft. cited by Mr. Smith as the average house size. His new raised house and oversized garage, outdoor staircase and accessories would be out of place in our neighborhood and on his tiny lot. Lot Coverage Change Increase has little impact on neighbors The "minor lot coverage additions" will be visible to all the neighbors. The proposed changes will not enhance the surrounding neighborhood. Instead they will have a serious impact on the natural beauty of the openness of the environment, contribute to erosion, and potentially pollute the creek already compromised by pollutants. Setbacks When Mr. Smith bought the property he must have been aware of the size and shape of the lot. It hasn't changed. There was no rear yard then and there still is no rear yard. Mr. Smith casually mentions that a fence and natural buffer will be added. There is already a fence and a natural buffer (pictures #2, #4) Second Story Garage: Mr. Smith claims the house will be raised 8 feet, which doubles the present height of the house. The new house will not be the "same size single story house" as Mr. Smith's contends as a justification for a two-story garage. There will be plenty of storage under the raised house. Clear Water, a septic company, suggests a second floor bathroom for the garage? That doesn't make sense. Why add to an already "tricky situation" when the second story is designated for storage? Mr. Smith states that multiple variances are already necessary for a safe septic system. He says Clear Water strongly advise that, "We install a state of the art IA system now. Do all the work now and never have to upgrade it." Adding a bathroom now to avoid future code violations seems wrong. The water is not going to stop rising and future standards should be met for the good of the creek. Environmental mitigating Efforts: Despite what Mr. Smith contends, "modest changes" have direct bearing on the neighbors as well as the health of the creek, and the stability of the hillside. The proposed changes are not minor. The numerous misrepresentations contained within Mr. Smith's proposal make it evident that approval should not be granted. Respectfully submitted, Lucie Harris, William Harris, 305 Private 3 Rd. Marjory Stevens, 335 Private 3 Rd. Patricia Buerkle, 340 Private 3 Rd. Lynn Hyatt, 220 Private 3 Rd. Carol Simons and Doug Hardy, 120 Private 3 Rd. 6'4- When handling any chemical products made for holiubs, NEVER eat,dank,or smoke while carrying out your maintenance. �a W� �l ����'`° �4W 89+6 s )koOr 5 n en-v- tAe g k AvI—4iA b c Ke IR,�� (Aide a A if chemicals are ever inhaled or ehter es our a et lent y eyes, plenty of fresh air, rinse your eyes(removing contact lenses if necessary),and sit in a secure outdoor location before assessing how you feel. if you feel prolonged discomfort in your throat or eyes, do not hesitate to see a doctor and seek medical help. How to Store ®t Tub Chemicals Hot tub chemicals can be extremely dangerous if mishandled, so be sure to keep them tucked away in a cool, dry,and well-ventilated place,well out of reach of chitdren and any animals you may have in the house. Also, be sure to keep chemicals out of direct sunlight and anywhere that may be humid, as even the sli ht humidity and water exposure may lead to danaerous fumes and chemical reactions occurring. it should also go without saying but refrain from storing chemicals near any sources of direct heat, flammable materials, or diesel/petrol-powered equipment such as cars, lawnmowers, outdoor BBQs or cooking equipment, etc... 800-1 •4445 ", Live Chat Support iLBaCKyardFREE SHIPPING ON ALL ORDERS 015C0VERYH b Q ! t •- _ „r ,� � � '� f . , � 4u ,s Tit ..� � V �',t v �^-.' + 1-� + �•- y♦,��...� \ " / �`- '.._:sus �y�.„ t 1t♦�\ �. t o Mir .l -woe, ?, f • tea• - �-�\ ..��,2'` .k\'•.Y ♦ y`r r �'�`.3.', r e - ��� �T,:- _ ;fir ... it ��: r .. /Y� r"� + _ h iY •�� ,,,�.t{ � y'� 1 ♦ rj jf�.� r . t II•. � a.:. ,a r • f i 1 r • Q♦ ��_ ,�` " . � ter • s � r ♦E v f 1 ' ! ♦ t 'kr y ! r. 14 WNW •. OF ` E��,�\ � � ,, r ;: � •.00.:1 :,•,•r `` .•-ram_+�, . 1 r � J I tir • C G ��< .ems-_ __ :- � �► � M IMA, gel ON owl Of NIS 11�11 �00 oil, �- 1 u I` s /l� Fig i f RECEPM Page 2, Area Variance Application - REASON FOR APPEAL MAR 0 3 2025 1-An undesirable change will not be produced in the character of the nei& "86ma OF APPEALS detriment to nearby properties if granted,because: -1 have owned the subject property for nearly 20 years. The house must be close to 50 years old, so a complete renovation is desperately needed. We considered expanding the footprint of the house or adding a second story, but we ultimately decided not to either. This decision was made in part because doing so would not fit the character of the neighborhood. We ultimately decided to maintain the same exact footprint,not add to square footage, not add a second story and not add any bedrooms or bathrooms to the main house.The new house will look very similar to the house that was there previously(please see submitted photos). My wife and I feel strongly that the work we plan will fit the character of the neighborhood. We also want it to compliment and add to the character of the neighborhood. 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: -We are not changing the size of the house, shape of the house, height of the house, or the lot coverage associated with the existing main house.We also are not adding a second story or adding to the#of bedrooms or bathrooms in the main house. We are simply improving every aspect of the house that exists there today. Nearly every aspect of the house will be new. We will do everything within our power to make it add to the character of the neighborhood. It should be noted that our original plan,for which we had all necessary approvals (Trustee, DEC and Building Department), was to do a very major renovation that fell below the"50 percent rule". When the demolition process started,and walls and the roof were opened it quickly became obvious that work beyond 50%would be needed. I've enclosed a few pictures that show what we discovered. 3-The amount of relief requested is not substantial because: -Once main,we a�_ot c�F n�in��;h�n.g<�eritl� re.�;1P twill have any bearing on our neighbors. We are simply improving what is there ... new walls,floors, siding,roof, windows,Uo ors, stoops,gutters, chimneys etc. The interior will be new as well including bathrooms and kitchen. I have enclosed a picture of the house prior to the renovation and a picture of the planned house. 4-The variance will NOT have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district because: -No change is planned to the yard or environment surrounding our house. We will maintain the same number of stoops. We wi a so maintain the same amount of walk-way area and patio area. 1 We do not have or plan to have a sprinkler system and we do not use fertilizer.The amount of non- turf buffer is noted on the survey. No additional turf will be added. A new storm damage pool will be added per the site plan. House will also be lifted per FEMA so the finished floor is at 8 feet. IV, 5-Has the alleged difficulty been self-created. No. -The setbacks and lot coverage for the"demo and rebuild"are the same as the existing house that we bought nearly 20 years ago. Nothing is changing. There are existing CO's in place that take into account these setbacks and lot coverage. It is important to highlight that our tiny 1200 square foot house sits on an incredibly small.16-acre parcel. As small as the house is it simply cannot satisfy all setback and lot coverage rules.This is a pre-existing condition. RECENE® MAR 0 3 2025 ZONING BOARD OF APPEALS 0 PHASE TWO: 2"d Story Garage, Outdoor Shower, Jacuzzi, and Pergola for The Smith Residence-3121 Oaklawn Avenue, Southold NY 11971. The owners of 3121 Oaklawn Avenue are looking to make additional changes to their summer home. They continue to seek changes and improvements that will fit the character of the neighborhood and will add to the appeal of the community.At the same time,they are looking to avoid any impact to the environment. There are obvious challenges associated with a lot that is only 6953 square feet. Existing lot coverage off ' 21.9%will only increase to 24.6%with these minor changes. RECEIVED Details of PHASE TWO changes: MAR 17 2025 ZONING BOARD OF APPEALS GARAGE SECOND STORY -Owners adding a second story to the garage. No change to garage footprint.The main house is only 1203 square feet. It has limited closets and absolutely no storage.The proposed house plans also eliminate the crawl space.We considered adding a second story to the main house but felt it would be out of character with the neighborhood. Instead, we are looking to add a second story to the garage. This will be "unfinished space" that will be used for storage. PERGOLA -Simple pergola between the house and garage will give the property a bit more character and aesthetic appeal. There was a small trellis in this same location previously. OUTDOOR SHOWER -Standard size outdoor shower on berm next to the garage.This adds to "lot coverage" since not at grade level. JACUZZI -Standard size jacuzzi on back berm. 2 feet above grade. Electrical permit will be secured. MOVING RETAINING WALL -Existing curved retaining wall that starts at SE corner of garage will be straightened to provide clean separation between patio and berm. Size and length will be unchanged. It will simply be rebuilt and moved slightly. (Note: For the benefit of us and the neighbors south of us, a modest, natural privacy buffer will be added) Md•)7 Second Story Garage We considered adding a second story to the main house. We could have doubled its height,but ultimately,we decided that the same size single-story house was more in-character with the neighborhood. Instead,we chose to add an unfinished second story to the gara a for storage 0, purposes since the main house had limited closets and no storage space. Regarding the second �� story, I want to highlight that the homes immediate south of me(70-6-11 and 70-6-11)to whom I 1� sent legal notice of my proposed work,sit 8-10 feet above my garage.A second story will not impact " them.When we told Clear Water(IA Septic Company)that we may at some point want to have a bathroom in the second story of the garage,they advised that we add it now,since it would impact the IA system that they design. Clear Water said my parcel is incredibly difficult from a system design standpoint. I rtment. They strongly advised that we install a state-of-the-art IA system now. Do all the work now and never have to upgrade it.This' clu es a a'/2 bath in the garage. &_4 ? Environmental Mitigating Efforts (cost of approximately 100k) I'm seeking a modest increase in lot coverage(190 square feet)and relief on setbacks that have no bearing on my neighbors,but at the same time I am making severalvery positive improvements to my property that are great for the environment. -State of the art new IA system:Replaces a concrete block system that is 50+years old and horrible for the environment. Preliminary plans submitted to health department. -Water run-off drainage system:No system exists today -FEMA compliance(lift house per plans):Not compliant today -Extensive non-turf buffer: Does not exist today. -Putting electric service from Oaklawn Avenue below ground: Does not exist today ., 3121 Oaklawn Ave - Concise Summary of ZBA Application �19 Received ZBA Committee, APR 3 2025 Zoning Board of Appeals Thank you for reviewing my ZBA application. For your benefit, I would like to summarize my ZBA appeal in a more concise manner. I also want to share some additional thoughts for your consideration after observing a recent ZBA meeting and better understanding some of the things you consider. PROJECT SCOPE -Main House Construction: Straightforward rebuild with no change in house size,square footage, footprint, height,stories or setbacks. No change in#bedrooms or#baths (2/2). -Garage 2"d St=:Adding unfinished second story to existing one car garage for storage purposes. No change in square footage or footprint.The new height of 20 feet will feel like a standard garage height to immediate neighbors since their homes sit 8-10 feet above garage grade level.The side yard setback moved from 9'5"to 6'1"due to exterior stairs. -Property Additions: pergola, outdoor shower,garage stairs and jacuzzi (further details below) UNIQUE PARCEL The challenges associated with my parcel are unlike any other parcel on Jockey Creek. The average parcel size of my 8 closest neighbors(4 on left and right of me)is 11,352 sq feet(.26 acres). See attached aerial photo for homes included in my analysis. My parcel is only 6953 sq feet(.16 acres). My parcel is 39%smaller than the average. I have the smallest parcel on Jockey Creek,and it obviously puts pressure on setbacks and lot coverage. Because of lot size, my existing,tiny 1203 square foot house and small 300 square foot single car garage cause me to already be at 21.9%of lot coverage. On an average size parcel(11,352 sq feet), my lot coverage would be very low at 13.4%. It is my very small parcel that makes everything challenging. The average house square footage for the same closest 8 neighbor is�1450?(ompared to my 1203 square feet(17%smaller). YYL� A r• 23 Lot CoverageChange: -Main house and garage construction will not impact lot coverage of 21.9%. -Proposed lot coverage increase is only 190 square feet.This small increase is associated with the following minor additions. -Pergola(100 sq feet): -Outdoor Shower(would not contribute to lot coverage if at grade level)(24 sq feet) -Landing associated with exterior garage stairs. (14 sq feet) -Jacuzzi (52 sq feet):Above grade, located outside FEMAAE high-riskflood zone and complies with FEMA height requirements. -Lot coverage moves from 21.9%to 24.6% -On a parcel of average size lot coverage would move from 13.4%to 15.1%. Lot Coverage Increase has little Impact on neighbors -The unique aspect of my small parcel is that there is no neighbor to the north(Jockey Creek)and there are no houses immediatelyto the east or west. Neighboring homes are completely behind (south)my parcel. I also plan to add a fence and create a natural privacy buffer on my southern property line. The minor lot coverage additions listed above will not be visible to my immediate neighbors.All proposed changes will also enhance the surrounding neighborhood. Setbacks -Setbacks are always a challenge with a waterfront parcel that is only 6953 square feet. Nothing can comply with rear yard setback guidelines because there is almost no rear yard.Setback challenges for the pergola, outdoor shower, exterior garage stairs and jacuzzi are consistent with the parcel. It is not possible or practical for any of these items to be in the"rear yard",which is very small. It is most practical and preferred that these additions be in the side yard furthest from the -l` creek and any wetlands from an environmental standpointLnceafencea ortantto highlight that these additions will not be visible to immediate neighbors d natural buffer are added. Vl�'LU 7 -Pergola: setback consistent with main house Outdoor Shower:side yard 8 '2" V -Garage Stairs: side yard 6'1" -Jacuzzi: side yard 5ft BOARD MEMBERS OOF SU(/jl Southold Town Hall Leslie Kanes Weisman, Chairperson ,` 53095 Main Road• P.O. Box 1179 Patricia Acampora Southold,NY 11971-0959 Robert Lehnert, Jr. va Office Location: Nicholas Planamento • �O Town Annex/First Floor Margaret Steinbugler C�U 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, MAY 1, 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. MAY 1, 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. 10:30 A.M.—THOMAS SMITH#8011 - Request for Variances from Article III, Section 280-15; Article XXIII, Section 280-124 and the Building Inspector's February 24, 2025, AMENDED March 4, 2025, AMENDED March 13, 2025 Notice of Disapproval based on an application for a permit to legalize an "as built" demolition (as per Town Code definition) and reconstruct a single family dwelling complying with FEMA regulations; and to construct a second story addition to an existing accessory garage; and to construct an accessory pergola, an accessory outdoor shower and an accessory hot tub; at 1) single family dwelling located less than the code required minimum rear yard setback of 35 feet; 2) more than the code permitted maximum lot coverage of 20%; 3) second story addition to the accessory garage located in other than the code permitted rear yard; 4) accessory pergola pool located in other than the code permitted rear yard; 5) accessory outdoor shower located in other than the code permitted rear yard; 6) accessory hot tub located in other than the code permitted rear yard; located at 3121 Oaklawn Avenue, Southold, NY. SCTM No. 1000- 70-6-10. 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/Web Lin k/Browse asox?id=935072&dbid=0&repo=TownOfsouthold If you have questions, please telephone our office at(631)765-1809,or by email:kimf@southoldtownny.gov. Dated: April 17, 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 FQ ®�► Town Hall Annex, 54375 NYS Route 25 P.O.Box 1179 2 Southold,New York 11971-0959 %®� Fax(631)765-9064 ZONING BOARD OF APPEALS DATE: April 1, 2025 RE: INSTRUCTIONS FOR PUBLIC HEARING Dear Applicant; The May 1, 2025 Zoning Board of Appeals Regular Meeting will be held BOTH in person in the Town Hall Meeting Room at 53095 Main Road, Southold AND via video conferencing (Zoom Webinar), and a transcript will be provided at a later date. The public will have an opportunity to see and hear the meeting live, and make comments. Below, please see instrufk ctions requWTed to prep e"�f theme ZB�'p�blic hearing luchincludes PLEAS+E READ CAR�E�FUeLLY. , ' 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 April 23,2025.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 April 23, 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 _rtS+PS Cergtified Mail Return Recei . the following documents to all owners of property (tax map with property numbers enclosed) vacant or improved, which abuts and any property which is across from any public or private street. We Instructions for ZBA Public Heari"6 Page 2 ask that you send your mailings promptly so that if any piece is undeliverable, you can reach out to your neighbors to request their mailing addresses, and re-mail. Mailing to be done by April 14,2025. 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 kim&southoldtownn ov or elizabeth.sakarellos@town.southold.n�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> hftps://southoldtownny.gov/DocumentCenter/View/10528/2024-FinalAssessRoll IMP�®aRT�N�T IiN;STRi�7CT�I®NS�z °` a ' Scan and email the USIPS mah�ng receipts,�gr�een signatare car�and�aff'da�its to �m�f so�u�thold�tow�n�ny.�ov and ** P�ROM�P'T�I,�'U SIMAIaI.*"*�the�O�R�I;GIIN� S.to ZB�1 P.,Of,. Box,1�17�9,�Sou 1. Please note that without your mailing receipts, the ZBA will be prevented from conducting your hearing,pursuant to Chapter 55 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 a9.oQo± / , 1 �,ea;ch Q cm •' Governmen ert ice isitin otv Uo L. COWrA ,I f C: X dd O r Notify Me® & Town Code Qnyne payme6/s.- '.Town Rccos!ds Farms 1' Sign Up to recrvv_e '. -� fMinUtes .:i w Y Pfi'1"our biUs WebL*A/ sa6che Fornes/ApPhptions. —n t"....r. �._.......�. ..�anda�e - Above: Homepage, Click on Link"Town Records"Weblink/Laserfiche Laserfiche Web Link My webUnk:Help I About i sign tM Home Browse Search TomOfSouthold TownofSouthold Name Pagecount :Tern name Town Clerk Entry Properties --------—- --- Town Historian Path J Trustees T—nofScudloid Zoning Board ofAppea1501A) Creation date - - - - - - - 5/512014 t75zd'.4Nt Page 2 of 2 First u t 2 29 Entries Last modified _ - - 1!12201?&'OG:27 AM Metadata No metadata asvgned M.nrn s8+".TM-..YM—w OUwMnr virM.Kii.14Yb.iU15}PLL'Ec.._BT%.e:e"M Above: -The second of two pages you will find"Zoning Board of Appeals (ZBA)" in the list of Town of Southold Departments. Click the Zoning Board of Appeals (ZBA)folder/link. Laserfiche Instructions ZBA Files Page 2 Laserfiche WebLink Mywebunk I Help About Sign Out Home Browse Search TownOfSouthold>Zoning Board of Appeals(ZBA) Zoning Board of Appeals Name Page count ;Template name (ZBA) \\"+Alphabet-1 Index J A Entry Properties �!Board Actions -' --' - - _i Laserfiche Search Guides Path ?Meetingnutes/Agenda Schedules owhold4'.aling Boah Vf AppealsnOfSout(ZBN Mi T srLegal Nonces/Hearngs creation date f-i Pending 71102001 12-7:T6 PM fs1 Reports Last modified w Special Event Permits - 523/2017 11*.07:14 AM — -.___..._...._.._ ._._ __. L,—j Tralnmg Requirements ZBA Officials 2 Metaddta ... ;ZBA Policies No rnetadata assigned s Exceptions List Code 280.10C(3) t jurisdiction Listing 1 ZBA Book of Mapped 1977 Existing Lots 199 ocedure&Results =oMhealthfpap-smeaesUses2 !I Bulk Schedules 5 Agreements,Contracts&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. Most Visited ii&Getting Started Southold,PPt Officia. I'NetZero-My NetZero„ Date Duration Calcula I�j TownOfSouthold La., a Southold-Cor Laserfiche WebLink Home Browse Search TownOfSouthoid Zoning Board of Appeals(ZBA)>Board Actions Pending Name Pending 9025 MAIN ROAD LLC,CARDINALE 2 Entry Properties t�3 C&L REALTY-Withdrawn Path �JEMCAP SD 1 LLC Y a a. :f r4 a_,e PECONIC RECYCLING TRUCK _ ]THE ENCLAVES Creation date #7370-Frend 1000-129-6-6 3/28/2017 11:36:07 AM #7379-SolWons East 1000-13-3-1 Last modified 6/9/2020 3:58:58 PM #7383-Spiller 1D0459-5-8.3 -----—------------- --- -------- ? #7384SE-HNF Resorts,Mydon Resorts-Campground-1000-40-3-5 2 Metadata - #7385 SE-Fried 1000-50-1-13.1 No metadata assigned #7386 860 Bayview Drive-LLC 1000-37.-5-10.1 #7387 Hard Comer 1000-61-4-1 ?, #7387 Hard Corner-SITE PLAN-Arch Plans 1000-61-4-1 #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 Laserfiche Instructions ZBA Files Page 3 Laserflche WebLink atywebonk He:p: About Sign C7ut Home Browse Search TownOfSoumotd>Zoning Board of Appeals(ZBA)>Board Actions Board Actions Name Page count .7empfate me - - _..__..._ 1957-1979 it Entry Propert(e9 1980-1999 Path z".2000 TownofSouthuld%Zoning Board ofAppealsC BAI\Board Actions I"i 2001 Creation date - t,2 2002 7/10/2001 12:21:55 PM tn 2003 Last modified r 2004 312912017 11:36:07 AM 2005 Metadata n 2006 Nometadataasstgned f-3 2007 2oda v3 2009 &Results i'.w7 2010 ilWPap-ameaau�ea_j �2011 2012 2013 fQ 2014 ",- 2015 ti 2016 2017 Pending aw.heaMhlinecorMhealthip?P-smearallses2 n.�.,t„t t �.._...__ Above: Board Actions are listed by year. Click folder to open. All Special Exception applications that require Coordinated SEQRA Analysis are stored in"Pending". 10me Browse Search TovmOBo 2}wttl>ZoninB Board a(nppedz(Za%J�uwmacd--20n 2017 wore wPe cwrrc 7 ba2, awrd Acorns Ermy Properties $'.fig?; 7a 3wrtl ACPonz Path _!699i 3a 3oaN Aabns i0wigKputl-.nkhZrntmd acvd .. Of APma i2BAlti3wrd =7001 'a0 9w1tl Aspoia Lti0nFr2U17 7ppg ifi Board Anions Crwtfon date 7pr 75 awrd Acsbns n^ena:9:r7 Am .§-".rot_ 7s Bwrd Actw�ss Last rppd.odd fi,za^<mi.:zEst.vt aE rota ttfi awrdAewns _7ms at swrd Amom Meled to 70t8 43 3wrtlARwrs hu nm!adata as9KnM .?.7pli ro awrd Asdons "$,70t8 56 sw.d Allow :9tg Sa Bwrtl Amain 7020 50 awrd Acibns �!702t 59 a—Actwns 7022 .5 Bwtd.Amons 7023 335 BNrd A— TRa ie aw.:s0ons it in75 t16 awrd+[Tons ��ro_6 73 3wM Aci+ons —7 BD aoardA.- 3:70t8 fi3 ''=oaM+dons ro29 3 BwrdASonz 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 WebUnk M Home Browse Search Cust..a.Search ;7, Sort results by: Relevance v Re da Manage Search 97016 Read-me Board Actions-83 page(s) Choose Red Page count'83 Template name:Board Actions, Reset i Page 3.,Colin and Kristen Cashel PROPERTY LOCATION:162 Lower Shingle Hill,Rshen.. page 4...19.2017 47016,Cashel SCTIVI No.1000-9-1-26 minimus approval to remo Page 5 y 19,2017#7016.Cashel SCTM No,1000-9-1-26 GRANT.the variances as_ search re Page 9 COLIN&KRISTEN CASHEL SECTION 009 BLOC Pap 20.-Thomas AbIgren(Cwhal).PO Box 342 Rshers Islancl.NY z Show more information 7018 Board Actions.56 page(SI Page count 56 Template name:Board Actions Page 48 9:30 A-M.-COUN CASHEL AND variances under Amd e IdSection ANN... Pare 48 ame(s)KRISTEN CASHEL#7016-Request proposed trellis located in other the 4 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 1000-111.4-1. hlywebUnk I Help About I 5i! Laserfiche WebLink Home Browse Search TooOlf'Southold>Zoning Board of Appeals(ZBA)>Minutes/Agendas/Legal Notices/Hearings Minutes/Agendas/Legal Name Page count Ter" Notices/Hearings �t2 1957-1979 2 Entry Properties 1980-999 .- _-I 2000-2009 Path Town0fSouth0Id1Zonmg Board _,I 2010 o-1Appeals 2011 (ZBA'j%IinuteS1A8endaS/1_eg,3I xn 2012 Nonces/Hearngs Creation date to 2013 71102001 257:40 PM In 2014 Last modified n,- 2015 12(1612016 Z15:14 PM M etadata ;-j 2017 No metadata assigned Page 1 of 1 11 Ent, Above: Also, Minutes,Agendas,and Hearing Transcripts can be viewed. Laserfiche Instructions ZBA Files Page 5 Laserfiche Web Link Nlywebunk' Help i Abcut l Home Browse Search TownOfSouthold>Zoning Board of Appeals(ZBA)>MinuteslAgencias/Legal Notices/Headngs>2017 2017 Name Page count Template name - -- - - - ZBA-01/05/2017 7 A Entry Properties - - -- J ZBA-01/052017 Agenda 4 Path ZBA-01/05/2017 Hearing 40 iownGfSoudloldlZoning Board of Appeals •]7BA-01105/2017 LN 3 (ZBA)1Minutes)Agendas/l.egal }ZBA-0111912017 2 Notices/Hearings12017 - i;ZBA-O7l19/20t7 Agenda 2 Creation date I Z/16/2016 2:15:14 PM ZBA-02102/2017 7 Last modified ZBA-OZW-1017 Agenda 4 6119/2 01 7 2:53:59 PM ZBA-02/0 21201 7 Headng 45 A Metadata ZBA-02022017 LN 3 2BA-02/16/2017 Agenda 3 No metadata assigned ZBA-02/16/2017 Spetfal 3 --� ZBA-03102/2017 7 xdure&Res.h MheaHWpap-smearsUser2J �i ZBA-03/022017.Agenda 4 •;ZBA-03lO22Ol7 Heanng 65 23A-03102/2017 LN 3 ZBA.03/16/2017 Agenda 3 Z3A-03/16/2017 Spedal 3 J Z3A-OC/062017 5 ZBA-04/06/2017 Agenda 4 ZBA.=06/2017 Hearing 45 Above: Agendas, Minutes and Transcripts are in chronological order. Revised 6/15/2020 N t�Tk � U H -,,A, ;ING 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 - http://southoldtownny.gov/calendar.aspx NAME : SMITH , THOMAS #8011 SCTM #m. 1000-70-6- 10 VARIANCE : YARD SETBACK, LOT COVERAGE, LOCATION OF ACCESSORY BUILDINGS REQUEST: LEGALIZE AAAS BUILT" DEMOLITION (AS PER TOWN CODE DEFINITION) & RECONSTRUCT SINGLE FAMILY DWELLING COMPLYING WITH FEMA REGULATIONS, CONSTRUCT 2ND STORY TO GARAGE, A PERGOLA, OUTDOOR SHOWER & HOT TUB DATE : THURS., MAY 11 2025 10030 AM 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 BOARD MEMBERS ���F$�f/ry� Southold Town Hall Leslie Kanes Weisman, Chairperson �O 53095 Main Road •P.O.Box 1179 Patricia Acampora Southold,NY 11971-0959 Robert Lehnert,Jr. Office Location: G Nicholas Planamento • Town Annex/First Floor .�. .�C+ Margaret Steinbugler C�� ' 54375 Main Road(at Youngs Avenue) Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631)765-1809 March 3, 2025 Mark Terry, Assistant Town Planning Director LWRP Coordinator Planning Board Office MAR 0 4 2025 Town of Southold SOUThOLD TOWN Town Hall Annex PLANNING BOARD Southold,NY 11971 Re: ZBA File Ref. No. # 8011 - Thomas Smith Dear Sir or Madam: We have received an application Legalize "as built" demolition (as per Town Code definition)and reconstruction of an existing single-family dwelling complying with FEMA regulations. Rear. 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 LVW Section 268-5D is requested within 30 days of receipt of this letter. PUBLIC HEARING SCHEDULED FOR : MAY 1, 2025 Thank you. Very truly yours, Leslie K. Weisman Chairpe pn By: Encl. Survey/Site plan: Jeff A. Zahn Dated: 2/21/25 BOARD MEMBERS 50(%jy Southold Town Hall Leslie Kanes Weisman, Chairperson �O� ��O 53095 Main Road •P.O.Box 1179 Patricia Acamporaf Southold,NY 11971-0959 Robert Lehnert,Jr. • O. Office Location: Nicholas Planamento 'p, y Town Annex/First Floor Margaret Steinbugler lyCO ,� 54375 Main Road(at Youngs Avenue) Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631)765-1809 March 3, 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 pursuantto Article XIV of the Suffolk County Administrative Code: ZBA File#: 8011 Owner/Applicant: Thomas Smith Action Requested: Legalize "as built" demolition (as per Town Code definition) and reconstruction of an existing single-family dwelling complying with FEMA regulations. 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 your Leslie K. Weisman ZBA Chairperson By: `�, S ��Vs Encls. Site Plan/Survey: Jeff A. Zahn Date : 2/21/25 Appendix A - County Referral Form Appendix A—Suffolk County Planning Commission Guidebook Suffolk County Planning Commission Submission Cover Form for Planning and Zoning Referrals Municipality: Town of Southold Hamlet: Southold Local Case Number: 8011 District: 1000 Section: 70 Block: 6 Lot: 10 Local Meeting Date: May 1, 2025 Application/Action Name: Smith, Thomas Public Hearing: no iNo Referring Agency: Type of Referral: Planning Board or Commission ❑✓ GML239/A14-14 S.C.P.C. Regulatory Review • Zoning Board of Appeals FSEQRA Coordination &Advisory Town Board/Village Board of Trustees Request for Informal Input from S.C.P.C. SEQRA Action: ❑EAF ❑Lead Agency Draft Scope []Draft EIS Final EIS Dindings Brief description of application or proposed action: Legalize "as built" demolition (as per Town Code definition) and reconstruction of an existing single-family dwelling complying with FEMA regulations. 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 EIs Only Zoning Ordinance or Map (Adoption or Amendment) Use Variance Moratorium ❑Special Use PermiVException/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: elizabeths@town.southold.ny.us Applicant Contact Name: Thomas Smith Applicant Address: 3121 Oaklawn Ave. Southold, New York 11971917-887-4520 i 3 EnA -PAK [Aul a 21'-II" STEPS M30 W',M;G,I1',%P9 (rlW a I006 it ON G:s}il �lrs' n �� _ - - _ - - _ - -._. __.- - ..._. _.... - - ._ - — . _ .- - a.... .- -_ — .-.. . 51NK - - - .-- - - - - - _.... ... - - - i- - - - - - - _ - � � SHwR ' _, r... ..-. L - - - - - - - _ _ _ _ - _ _ I I . MASTER KITCHEN I I x�` O u� ® EX. 2"x6" FJ / a16 11 0.6 T. CLOSET ".0 _IEx. 2 2"x8" I I Fac. 2�2"x8"I_ i _ _ _ / 12-13-23 155UED FOR PERMIT i (61RDER I 161RDER I I — — —� I \/ L ._ _ J I � — _ — I � 03-24-24 REVISED PER TOWN //\\ GOMMENT5 / \ TIT 04-05-24 REVISED PER TOWN / \ COMMENT 08-2q-24 REVISED PER BOARD OF / \\ TRU5TEE5 GOMMENT5 / \ _ Oq-20-24 REVISED PER DEG STEPS / LIVIN6 \ APPROVAL 2 ON / ROOM 02-21-25 REVISED PER FIELD GONDITION5 EX. 211xb" FJ 60 I i ® 16" O.c I I // \\ FOYER STEPS // \\ ON � _ _ - - r.. _._.. — .._ — — — — _ _ _ - - _ - - - _ - - -i - -� I I RECEIVED MAR U 3 2025 v I ( FAMILY I x 0 31'-10" I ROOM ZONING BOARD OF APPEALS I I I I l_ - - - - .._... ...... ._... - - - - - ....,_ _ _ ...._ - - - - - - - .._ - - _.... ..-.. ..... ...... ._... ..... — ...._ .,.-. W... ...... .,.... .._.. - -j STEPS ON W U W W c W A P4 Z0 I E' =< :I pq � X . FOUNDAM Oil FLAN �1= � x A � X . � I TL.00i� � E-4 o 5G#Le 1/4` I�-O° I/4' r-0' A o A E-' E-' L Pwz � o o O rn 0 O P4o az wN u❑ wl (Z� `lnq o o 2G3C� LCr J,#o 23-024 (ME5) U5 U LE° PROJEGT5-23-024 2OF9 i CJuFF L"fin �L"�ULIIJVg L"�o�nL"�o LUc(Miuv r-Iff f 1? G3 P Qm(Q-)mE L1MEl"-Nl9E — — T.O. WALL T.O. WALL ELEV. 8'-�f"T.O. WALL T.O. WALL ELEV. �'-6" ELEV. 7'-6" FINISH FLOOR db- — _ _ __ _ _ _ FIN15H FLOOR ELEV. D'-O' — — ELEV. O'-O"Fj--j T nooumo 12-13-23 155UED FOR PERMIT 03-24-24 REVISED PER TOWN GOMMENT5 04-05-24 REVISED PER TOWN GOMMENT 05-2Q-24 REVISED PER BOARD OF TRU5TEE5 GOMMENTS Oa-20-24 REVISED PER DEG APPROVAL /'"��I`"� ELEVATION T LvT I N 02-21-25 REVISED PER FIELD I VI � I � 5 i/4" • I'-O' CONDITIONS RECEIVED Nair u j 1015 ZONING BOARD OF APPEALS 12 � W A � T.O. WALL ELEV. 8'-q° — — — — — — — — � T.O. WALL _ _ ELEV. E— _ T.O. WALL T.O. WALL Z E'' — — ELEV. 7'-r _ _ _--___ ._ ._ — — — H ELEV. p � H LU \ \ w �' 00 o / A � � H z_ � Z a � FINISH, FLOOR,,...,-� FINISH FLOOR O © X - _ - - ELEV. 0'-0" - - - - - - ELEV. O'-O" p4 E-4 U..l C) 0 W t� L❑ cis) "p a PEOO -,Jkli(NI#o 23-024 REM,-, L V T I ON I H T ,I LEO"V T 10 N @-"MED FH C IE L PROJEGT5-23-024 .40 SCAL r= 1/4' 0 I'-0' [D)[2&�VqY K QC # x — 5OF9 I i RE1`10Vr4L NOTES: D-I I EXISTING EXTERIOR WOOD FRAMED WALL TO BE REMOVED AS INDICATED INCLUDING ` G3 S'L�1 �1G�G LaV�LJvJMC BUT NOT LIMITED TO ANY AND ALL ELEGTRIGAL DEVICES,MEGHANIGAL,PLUMBING,GYP. ? MC iG�f �1CD� fnl� ii fl��)0 it BO. d M15G.FIN15HE5 ETC. <<J31 os' SI CJ 4;4 r _ _ T T -1 D-2 EXISTING WINDOWS SHALL BE REMOVED 4 D156ARDED IN THEIR ENTIRETY. 5-4 I �D-11 I I I ���°- �o STEPS I ( I D-3 EXISTING EXTERIOR DOOR5 SHALL BE REMOVED d DISGARDED IN THEIR ENTIRETY. rf 7 I DN L-p_g �G7J3 D-2 D-4 REMOVE AND 015GARV EXISTING WOOD FRAMED WALL AS INDICATED INCLWIN6 BUT NOT LIMITED TO ANY AND ALL ELECTRICAL DEVICES,MEGHANIGAL,PLUMBING,GYP.BO. d M1561. .. \\.\ f' S1I�K_, _ FIN15HE5 ETC. ". r. ... .. mom .. q D-2 D 8 ) I I I I I D-5 \��\\� L D-8 J_ i D-2 5-5 EXISTING DOOR,FRAME, t HAREWARE SHALL BE REMOVED d D15CARDED. EXISTING WOOD FLOOR FRAMING,SUPPORTS,PIERS,Ex.SHALL BE REMOVED IN THEIR \\ D-5 I i D_13 I I I ( \ D-5 I I D-2 ENTIRETY TO ALLOW FOR NEW GON5TRUGTION. `t $ \ MASTER I I I I I / _ _ m \ BDRM I I KI HEN ( I / BDRM D-_7 EXISTING ROOF FRAMING,5HEATHING,SHINGLES,CEILING J015T5, d CEILING FINISHES ED SHALL BE REMOVED t 015GARDED. \ D-13 5- I I / J ® D--r D-8 EXISTING PLUMBING FEATURE5 5HALL BE REMOVED E D15GARPED IN THEIR ENTIRETY. fi D 4 D-4 I I \ �I I [D-4 D-10 11 D 44 D-a EXISTING KITCHEN APPLIANCES,BA5E CABINETS WALL CABINETS COUNTERS ETC,.SHALL D-5 �\ �\D-5 I �-__— D-q //I(1(, i D-10 BE REMOVED IN THEIR ENTIRETY. / I I(I D-10 EXISTING FLOOR FIN15HE5 SHALL BE REMOVED TO SUBFLOOR d BE PREPPED FOR NEW �� °/ \\\ \ r T.. / L� D-13 / F `I I FLOOR FINISHES. 12-13-23 155UED FOR PERMIT Db %-t // D-q I I I D-5 r 2 D-11 EXISTING GONG.STOOP TO BE REMOVED 3 015GARDED IN ITS ENTIRETY. 03-24-24 REVISED PER TOWN /A I I CLOSET \I I� CT / I I I /� D-4 I I COMMENTS �r' _ I D-12 EXISTING BATHROOM FIXTURE5 SHALL BE REMOVED IN THEIR ENTIRETY, 04-Ob-24 OMME T REVI5ED PER TOWN D-5 ` / I I �F •- -•�\ /// I D-13 EXISTING ROOF RAFTERS AND CEILING J015T SHALL BE REMOVED IN THEIR ENTIRETY. 08-2q-24 REVISED PER BOARD OF �I �\ li )`/ II III TRU5TEE5 GOMMENT5 /•/\\ I IL L J I I APPROVAL REVI5ED PER DEG I I I I ( D-4 NOTE: DUE To FIELD CONDITION EXISTING WALL5 AND ROOF NEEDED TO BE REMOVED �-- I- 1— — -- I // \\ i (� \ I I I BECAUSE of POOR CONDITION AND ROT. �ONDIIT IONREVISED PER FIELD LL / \\ L�� JJ II // LIVIN6 I I 15 N I I // ROOOM \\ I I D-4 /I D 0 \ H D-2 p-2 -F ll D-77 L_ L L _ _ /// D-�13 \\ FOYER I / D-4 D-3 I I I RECEIVE® MA s _ _ _s _ .- s _ _ _ _ sM s-_ �_ _ � I 3 2025 � C ENERAL REMOVAL NOTES: Z01V11VGgOq D-2 IIII IIII D-2 OFAppEgLS I. THE GENERAL CONTRACTOR SHALL VERIFY ANY AND ALL EXISTING UTILITIES, PIPING, WIRING, GAS LINES, PLUMBING LINES, ETC. THAT ARE °-2 IIII FAMILY I I D-2 AFFECTED BY ANY AND ALL AREAS OF DEMOLITION. SAID UTILITIES II SHALL BE TERMINATED IN ACCORDANCE WITH APPLICABLE CODE ROOM D-1 PROVISIONS PRIOR TO PROGEEDING WITH DEMOLITION WORK. D_2 IIII IIII p-2 2.ANY AND ALL. REQUIREMENT5 INGLUDIN& BUT NOT LIMITED TO OSHA °-13 AND NEW YORK STATE BUILDING GODS REQUIREMENTS FOR DEMOLITION v4ORK SHALL BE ADHERED TO FOR ALL WORK PERFORMED IN CONJUNCTION WITH THI5 PROJECT. D-2 INI11 �1 III D-2 3.6ONTRAGTOR SHALL VERIFY ANY AND ALL BEARING PARTITIONS ,f� PRIOR TO CONSTRUCTION. SHOULD ANY BEARING PARTITIONS BE _ L - C`Ir.l REMOVED A5 PART OF THI5 PROJECT, CONTRACTOR SHALL PROVIDE w - - TEMPORARY BRACING UNTIL NEW WALLS OR SUPPORTING MEMBERS (� O-2 D-2 D-2 p-4 0-2 I I 5-2 D-2 D-2 (ED-4 D-2 D-2 D-2 ARE IN PLACE. NOTIFY ARCHITECT OF ANY AND ALL BEARING 5 PARTITIONS THAT ARE TO BE REMOVED 50 THAT ADEQUATE W [ON I I I ENGINEERING SUPPORT MAY BE PROVIDED AS PART OF NEW W A i p--11-1 GON5TRUGTION. f L __—_ __ _L J 4.CONTRACTOR SHALL VERIFY AMOUNT OF EXISTING WALL FINISHES TO A W BE REMOVED FROM WALLS THAT ARE TO REMAIN. SAID FIN15HE5 TO BE REMOVED MAY INCLUDE EXISTING VINYL WALL COVERING, PANELING, ETC. 5.ALL MATERIAL AND DEBRIS REMOVED FROM THE SITE SHALL BE `� E .-1 LEGALLY DISPOSED OF BY G.G. 0 6.ALL PLUMBING WORK SHALL BE REMOVED AND GAPPED IN F OL ACCORDANCE WITH THE PROVISIONS OF THE NATIONAL PLUMBING MQV�AL.. �PL�AI N CODE AND ANY AND ALL LOCAL REQUIREMENTS. A O O ® �E D��Rl i I 1. ALL ELEGTRIG WORK SHALL BE REMOVED AND TERMINATED IN I ACCORDANCE WITH THE PROV1510N5 OF THE NATIONAL ELEGTRIG W H 0 0 yiG I/4" I-0" GODS AND THE NEW PORK BOARD OF FIRE UNDERWRITERS. A H H 8.G.G. SHALL PROVIDE TEMPORARY SUPPORT OF ANY Q ALL UTILITIES, PIPING, CONDUITS, THAT 15 AFFECTED BY THEIR WORK. A 0 � Q cl. CONTRACTOR SHALL COORDINATE W/OWNER THE REMOVALS OF W � 0 yj EXISTING ITEMS THAT OWNER MAY W15H TO RELOCATE/REU5E. 0 � C"J 0 rJ„ � O w nn❑❑, lam' 1129 00 -C) v Ji @ � Go G�G�3(7P), ' Cr V#0 23-024 MED0 1,q_C1C,R0 PROJEGT5-23-024 01 L)D'dI m 0mct# 4 O� � TABLE 3.1 FASTENER SCHEDULE FOR STUCTURAL MEMBERS I NOTES: JOINT DE5GRIPT'ION NUMBER AND TYPE OF NAIL SPACING FR/ \i� I I VG 51MP50N L5TA 30-186A. FASTENER ek RIDGE STRAPS AT EA. ROOF FRAMING 2" x 8" RR 0 Ib" O.G. RAFTER. `p,, Rafter to To Plate Toe-Walled 3-8d er rafter I. ALL FRAMING LUMBER TO BE GRADE STAMPED DOUSLA5 FIR-LARCH TYP. ROOFING OR Celling Joist to Top Plate Toe-nailed) 12er joist STRUCTURAL GRADE NO. 2 OR BETTER. Gelllno Joist to Parallel Rafter Face-nalledl 4-16d each lop 2. ALL EXTERIOR FRAMING TO BE STRUCTURAL GRADE GGA TREATED LUMBER. I" MIN. AIR 5PA6E Geilln Joist Lops over Partitions Face-nalled 4-16d each la 3. ALL 5HEATHING TO BE AP.A. RATED, EXPOSURE I, 1/2" MIN. THICKNESS. 2"x4" COLLAR TIES AT Collar Tie to Rafter Face-nalled 4-8d er tie PERIMETER PANELS AT EDGE OF ROOF 8 WALL CORNERS TO BE NAILED ® 4" O �`�~���`, ABOVE INSUL. Blockingalle to Rafter Toe-nd 6 W/ 2-8d each end ALONG EDGES 4 " O.G. IN FIELD SOLID BLKG. UNDER ALL SEAMS. B O.G. �" DOWN Rim Board to Rafter End-nalled 2-I6d each end 4. USE SOLID BLOCKING OR X- BRAGING BETWEEN ALL J015T5 ® 6-O" MAX. 5PAG1 BETWEEN RIDGE AND CEILING JOISTS. WALL FRAMING 5, PROVIDE DOUBLE FRAMING UNDER ALL POSTS 4 PARALLEL PARTITIONS. Top Plate to Top Plate Face-nalled 2-I6d per foot 6. ALL FLUSH WD, CONNECTIONS TO BE FASTENED W/ RATED GALV. METAL ToI2 Plate at Intersections (Too-nailed) 4-I6d oints - each side CONNECTORS BY 51MP50N (OR EQUAL). Stud to Stud Face-nalled I6d 24 o.c. + * + Header to Header Face-nalled 2-I6d ib" o.c. alon ed es + + + + [2 L3nj'jL,I 1 IaVL ]�l)L LAC BOLT NAILER W/ (2) G���,�G�GL!C�!fl o To or Bottom Plate to Stud nd-nalled 2-I6d er 2x4 stud L _GAZ I NG2 N f 3/8Q> X 4 I/2 BOLTS @ 32 O.G. 3-I6d er 2xb stud V JJJ........���.......JJJ c��3il.�' 77,,0��'��°}�.6 4-I60 er 2x8 stud Bottom Plate to Floor Jol st,Band oist,End olst car Blockin Face-nalled per foot WINDOWS / 5L. GL. DOORS AS MANUF. BY MARVIN INTEGRITY W/ TYP. EXT. TEGO EA. R.R. TO 2"x8" NAILER OR n Un FLOOR FRAMING INSUL, GLASS, IMPACT RESISTANT t DE51GN PRESSURE RATED AS REO'D WALL IC x4„ Ln1 0 BY CODE OR USE: STRUCTURAL.PANELS FOR STORM PROTECTION- IN ATTIC Joist to 5I11 To Plate or birder Toe-nailed 4-8d er oist PROVIDE PRECUT, PREDRILLED PLYWOOD, `1/16" THICK. SPACES) - Bridging to Joist (Toe-nailed) 2-8d each end Biockln to Joist Toe-nalled 2-8d each end INCLUDE ATTACHMENT HARDWARE: Blocking to 5111 or To I=late Toe-nestled - each block 2 112" N4.5 WD. 5CREW5 @ 16" O.G. F/ SPANS UP TO 6 FEET, Ledger Strl to Beam Face-nailed 3-I6d each joist AND @ 12" O.G. F/ SPANS BETWEEN 6 d b FEET, k Joist on Ledger to Becm Toe-nailed 3-8d Joist BUILDER TO VERIFY d CONFORM TO ALL REQUIREMENTS. REVIEW OPTIONS Band Joist to Joist End-nailed 3-I6d er jol5t WITH OWNER. Hand Joist to 5111 or To2 Plate Toe-miled) 112or Joist OPTION: PROV. 1"x4" PIGTURE-FRAME TRIM (ALUM. GLAD) TO ATTACH 57RUGT. ROOF SHEATHING PANELS. PREDRILL HOLES F/ HARDWARE, PROV, PLASTIC INSERTS TO PROTECT { Structural Panels 8d 6" ed e 7 6 f Ield FROM WEATHER, ETC. (VERIFY DETAILS) ' Placlonal Board 5heathin 1"xb" or I"x8" 1per support MAINTAIN I" CLEAR I"xlo" or wider 1per support FOR VENTILATION. CEILING SHEATHING NOTCH RR F/ !2912sum Wallboard d 5d coolers -i ed e DEEM field SHEATHING 1� I FIAT I C C5 OG 2RAfDH 1 G ti a WALL SHEATHING EA, J5T. 2- SIMPSON "H2" � Structural Panels 8d b" ed e / 12" field CONNECTORS 016" O.G. DESIGN CRIT RV�Fiberboard Panels (ONE EACH SIDE) o 7/16" bd 3" ed e /6' field U��Ua 25/32" 8d 3' edge, /6" field " " AMERI C AN FORE5T AND PAPER ASSOG I AT ION (AF 1��''A) R-3C0 IN5UL. J6 12-13-23 155UED FOR PERMIT eqpsum Wallboard 5d coolers -1" edge / to f1pla WOOD FRAME GONSTRUGTION MANUAL FOR 03-24-24 REVISED PER TOWN Hardboard 8d 6" ed e 12' field Particleboard Panels 8d 6" edge / 12" field ONE AND TWO- FAMILY DWELLINGS. (2001 EDITION) GOMMENT5 Diagonal Board 5heathin TYP, ROOF. TIES: 04-08-24 REVISED PER TOWN I"xb" or I"x8° 2-8 er su ort 51MPa50N "W" 1'-4" COMMENT "xl " or wider 3-8d per sul2port GOWNECTOR5 0 16" O.G. U.N.O. ::V4:+ 0&-2q-24 REVISED PER BOARD OF FLOOR SHEATHING GROUND 5NOW LOAD 20 P5F TRUSTEES COMMENTS Structural Panels WIND SPEED : TOWN OF 50UMLO 130 MPH (3 SECOND GUST) I" or less 8d 6" edge, / 12" field WIND EXPOSURE GATEGORY B ( SUBURBAN, SEMI-WOODED) -20-2 REVISED PER DEC APPROVAL Dla 5heathin reater than I" loci 6 SEISMIC DESIGN CATEGORY G" edge /6" field 02-21-25 REVI5ED PER FIELD onai Board C � � I'-O" I"xb" or I"x8" - per support ` x O or wider 3-8 er su ort WEATHERING AREA SEVERE U.N.O. CONDITIONS ROOF SHINGLES I ICE SHIELD YES Asphalt roof shingles Daly. sLl. min. 12 ga. shank w/ a min. 3/8" dia. head. fastener shall penetrate FR05T LINE DEPTH 3'-O" As p g through the roofing materials and a min. of 5/4" Into roof sheathing and shall roofing manufacturer and provide no less than 4 fasteners per strip shincIle. TERMITE AREA MODERATE TO HEAVY :Nailing requirements aria based on wall sheatthing nailed 6" on center at the panel edge. If wall sheathing is nailed DECAY AREA SLIGHT TO MODERATE 3" on center at the panel edge to obtain hiQ3her shear capacities,nailing requirements for structural members I shall be doubled,or alternate connectors,such as shear plates shall be used to maintain the load path. WINTER DE51GN TEMP 11 2Kien wall sheathing Is continuous over connected members,the tabulated number of nails shall be permitted to be DOUBLE TOP PLATE reduced to I-I6d nail psr foot. RECEfVEp MAR 0 3 2025 HEADERNOTE: ALL zONjNc B REGUI REMEN 5 6F THE I SHALL TOWN OF SOUTHOLD AND THE FOLLOW NO ACCORDANCE W I TH THE CODE REFERENCE NOTES• DARp of=APPEALS Q z FULL HEIGHT THIS APPLICATION/ PROJECT WILL CONFORM TO THE 2020 RESIDENTIAL STUD CODE OF NEW PORK STATE R305 blazing at hazardous locations shall have glazing protection In conformance with 1­306. In general,glazing in all doors and fixed side panels,6lazings less than bo"above surfaces of tubs showers,etc.blazing within 24" ENOINEERED STRUCTURAL GOPMPONENT5 AS PER A5GE -7-10 arc of doors In closed position with sills less than 60"above floor.61azin95 over q square feet and less than 15" above finished floor.Glazing near stairways/landings.See complete text of R30b.4.61azing for specifics on - ST x Ib LIED HEADER TO STUD: JACK STUD GORE COMPLIANCE: locations and exceptions. STEEL GOIED BY SIMP50N L5TA21 CONNECTOR STRAP NO. G518 W/ 16-I0D FASTENERS THESE PLANS HAVE BEEN PREPARED UNDER THE 2020 RESIDENTIAL CODE OF NEW -IYP FLOOR YORK STATE. ALL DETAILS AND INFORMATION HEREIN 15 CERTIFIED BY THE R30b.6 Skylights and sloped glazing shall comply with this section and have fully tempered glazing. 1015T BY SIMPSON LISTED DE51CN PROFESSIONAL AND IN COMPLIANCE WITH THE FOLLOWING: UNDER J015T02" R30q 6ara a opening protection and separation required to be as noted and in conformance with R30q.bar " i 9 oP 9 Pr P q � END LENGTH) I6 WINDOW SILL 1. 2020 INTERNATIONAL RESIDENTIAL CODE FOR ONE AND TW0 FAMILY HOUSES floor surfaces shall be sloped to facilitate the movement of liquids to drain toward the main vehicle entry O.G. PLATE 2. 2020 NY5 UNIFORM CODE SUPPLEMENT doorway. 3. 2020 IEGG BOX BEAM. STUD TO PLATE: 4. ENOINEERE1) 5TRUGTURAL G',OMPONENT5 PER A5GE -7-10 R310.1.1 All emergency escape and rescue openings shall have a minimum net clear opening of 5.1 square feet. MATCH FJ 5. WOOD FRAME CONSTRUCTION MANUAL 2015 EDITION FOR ONE AND TWO STORY 24"minimum clear opening height,20"minimum clear opening width,44"max still height. CONNECTOR R H/ UPLIFT w FAMILY DHF-LLINOS CONNECTOR W/ " DIA. U FINAL,IN5TALLED 5TAIRWAY5,HANDRAILS,6UAR05 SHALL BE INSTALLED IN FALL CONFORMANCE WITH THIER TYPICAL AT CORNERS Z THERE SHALL BE NO DEVIATION4 IN CONSTRUCTION PRACTICE FROM THE RE5PEGTIVE CODE 5EGTION5.ARCHITECT 15 NOT RE5PON51BLE FOR THESE IN5TALLATION5. OF BUILDING, AND AT w REQUIREMENTS OF THESE DOWMENT5. BOTTOM PLATE EN05 OF 5HEARV4ALL5. W A MATERIALS SHOWN AND SPECIE IED ON THESE PLANS HAVE BEEN CHOSEN BASED R314 Stairways shall not be less than 36 Inches in clew width at all points above the permitted handrail helg�t Z and below the required headroom height.Handrails shall not project more than 4.5 Inches on either sideof the ON PERFORMANCE DATA AND h'­1ANUFAGTURER5 RECOMMENDATIONS. AND stairway and the minimum clear width of the stairway at and below the hamdrall height including treads and 5UB5TITUTION5 'WILL BECOME TFHE BURDEN AND REASONABILITY OF THE landings,shall not be less than 515 inches where a handrail is installed on one side and 21 Inches where hcmdrolls CONTRACTOR TO VALIDATE THEE COMPLIANCE WITH CODES AND TESTING are provided on both sides.The maximum riser height shall be 825"and the minimum tread depth shall be q" In PROCEDURES, INCLUDING THE PiRODUGTION OF AN51 TEST RESULTS , AAMA TEST conformance with R314.2.Minimum headroom 6'-8'.All stairs shall be provided with illumination in accordance with x" .e' � RESULTS, ETC. Section R303.4.Enclosed accessible space under stairs shall have walls,under stair surface and any soffits Z '.4 Ak� protected on the enclosed side with 1/2-Inch gypsum board. 0 R315.1 Handrails having a minimum and maximum heights of 34 Inches and 38, inches,respectively,measured yHy vertically from the nosing of the treads shall be provided on at least one side of stairways.All required ►--1 w GENERAL NOTES handrails shall be continuous the full length of the stairs with two or more risers from a point directly above the 0 �--- top riser of a flight to a point directly above the lowest riser of the flight.Ends shall be returned or shall E"i a 0 terminate In newel posts or safety terminals.Handrails adjacent to a wall shall have a spce of not less than 1.5 w 0 O I. All electric work shall comply with the Natlonai Electrice Code. Electrician shall obtain fire underwriters Inches(3bmm)between the wall and the handrail.The handgrip portion of handrails shall have a circular cross A © W Z certificate for all electric work and shall stnbmit to owner. Provide all outlets and Junction boxes required section of 1-1/4 Inches minimum to 2-5/b Inches maximum.Edge,radius of I/b". h ­4 h • for all appliances,pumps,equipment,etc.Contractor shall review service requirements,all lighting,outlets, R316.1 6uards are to be a minimum of inches(04mm)in height.Open sides of stairs with a total rise of more W36 Z 0 � 0)Fixtures,phone Jacks,T.V.cable Jacks,etc,iwith owner as required for the full Installation and satisfaction of owners requirements and code compliance and shall provide some. Architect Is not responsible for than 30 Inches above the floor or grade below shall have guards(each Side)not less than 34 Inches in height U1 C) M U) electrical designs for this project In any capacity. measured vertically from the nosing of the treads.(se(ond story guards are recommended to be higher) O 1­4 2. All plumbing work shall comply with the Notional Plumbing Code and all local codes.Contractor shall TYP. ANCHOR BOLT: review with the owner, the requirements For(plumbing installations Including but not limited to fixtures, rim, R311.1 51n le and multi le-statlom smoke alarms shall be, Installed In each sleeping room,outside of each separate TYP. HOLDDOWN5: a t 9 P P� P 5/8"DIA. 4!3" O.G. O Q accessories,etc. and requirements for water service and domestic hot water.Architect is not respon5thle sleeping area In the immediate vicinity of the bedroom,on each additional Story of the dwelling,Including COORDINATE PLACEMENT BY SIMPSON, HD2A CONNECTOR W/ IQ'i 0 basements.The alarm devices shall be,interconnect that the t f l ill interconnected in such a manner tae activation o one alarm w for any plumbing systems In any capacity.Contractor shall provide sanitary system In accordance with the l W/HOLD DOWN BOLTS. VERIFY 14-5053 SCREWS (OPT) AND EXTENDED a f activate all of the alarms In the Individual unit.The. alarm shall be alearl audible In all bedrooms over backround _ 5/8, BOLT FROM END WALL +� owners approved site plan and Shall coordinate all inspections required or approval of same. And y BOLT TYPE,EMBEDMENT,REBAR - z - surveys indicating final tank locations shall bye by owners surveyor.Contractor shall provide surveyor with noise levels with all intervening doors closed.All smoke alarms shall be listed and installed in accordance with ETC. BEFORE CONSTRUCTION 4 X_ (5EE FIND.D. PLAN FOP, LOGATINS) e W v Information as required. the provisions of this code and the household firewarning equipment provisions of NFPA12. TYP SUB-FLR TYP SUB-FLR -! P 3. All HM.A.G.work shall comply with Article; 10 of the N.Y.5.Uniform Fire Prevention and Building Code and R31q.1.2 Wail and ceiling finishes not Including trim door,and window frames shall have a flame read e Energy Code.GontrL> for shall review all mechanical systems with owner for type of system to be provided 9 9P TYP. F.J. TYP. F.J. C�5) (I.E.oil,gas,or electric hot water or air,et(c) Including air conditioning requirements. Architect is not classification of not greater than 200.Wall and ceiling finishes shall have a Smoke developed Index of not I- " x 18 GAUGE STEEL responsible for heating or air conditioning syystems in any capacity, greater than 450. GOLIED STRAP WRAPPED ,,�`1- " x I8 OAUOE STEEL 4. owner shall obtain and all re uired permits prior to allowing contractors to proceed with an of R322.A vapor retarder shall be installed on the warm-in-winter side of insulation. UNDER SILL AND OVER J GOLIED STRAP WRAPPED any and q tp P 9 P y �c' G the work. RI001.1 Masonry chimneys shall be constructed,anchored,supported,and reinforced as required in this chapter EACH STUD W/ 12" MIN. UNDER SILL AND OVER a 5. All site work including sanitary system,utiiiitles,easements.setbacks,elevations,drainage,retaining and the applicable provisions of Chapters 3,4,and 6 with applicable clearances to combustibles and STUD BEARING. NO. G515 EACH STUD W/ 12" MIN. ° walls,etc.shall be in accordance with a site; plan prepared by the owners surveyor.The Architect Is not firestopping. BY SIMPSON STUD BEARING. NO. C518 responsible for site designs of any type in any capacity. yo SIMPSON 6. All work shall be performed licensed contractors whom are experienced with the a of work being Rb01.1 Attic access.An attic access opening shall be provided to attic areas that exceed 30 square feet and R-30 IN5UL. o , p P P 9 R-50 ►N5UL. G�[n30J�L C. .l#K 23-024 performed. All contractors shall maintain liability Insurance and workers compensation insurance in have a vertical height of 30 inches or greater.The rough-framed opennnh shall not be less than 22 Inches by 30 W/ VAPOR BARRIER UP W/ VAPOR BARRIER UP connection with all work being performed in project. inches and shall be located in a hallway or other readily accessible location.A 30-Inch minimum unobstructed M « z 1. All materials,systems,equipment,fixture ,etc.shall be installed in strict compliance with the headroom in the attic space shall be provided at some point above the access opening.See 5%tion M1305.1.3 manufacturers wr►tter,specifications and installation instructions Including all clearances for service,etc. for access requirements where mechanical equipment is located in attic. TYP. FND. / FTC. TYP. FND. / FTC. a 8. All contractors shall warrant their work In writing to the owner for a minimum period of two years. v ....... _. GRADE a _ GRADE ��''�,� �='L I � PROJECTS-23-024 9. The Architect shall not have control or charge of and shall not be responsible for construction means, RbOW Combustible Insulation shall be separated a minimum of 3 Inches from recessed lighting fixtures,fan motors, and other heat-producing devices or separated In accordance with the conditions stipulated in the fixtures listing. 4 4 methods,techniques,Sequences,or procedures,or for safety programs In connection with the work or for "P 9 P Ex' 9• EXP. JT. a PITCH FINAL GRADE EXP. JT. acts or omissions of the contractor,subcontractors or any person performing any of the work,or for the Recessed lighting Installed in the building thermal envelope shall meet the requirements of 5ection NI101.3. AWAY FROM WALLS TYP. PITCH FINAL GRADE failure of any of them to carry out the work,in accordance with the Intent of the contract documents in that //�� //�� 4" 3500 PSI GONG, SLA AWAY FROM WALLS TYP. [P�Lr3/^�`VVIf]f Vl si#Hl said responsibilty is the sole responsibility of the contractor. DES I (5 N LOADS: 10.All exterior doors,roofing shingles,trim, siding,etc,shall be reviewed and approved by owner. v 4 . O � - o Q 11. All interior finishes including but not limited to walls,flooring,tile,etc.shall be reviewed with and m approved by owner. LIVE DEAD m 12.All miscellaneous Ihterior Items Includingthat not limited to doors,trim,fireplaces.closet shelving,kitchen 2"x4" 2"x4" P g PER 312 PI KEYWAY KEYWAY cabinets,shelving.hardware,etc.shall be reviewed with and approved by owner. 20 10 RODE : PER eI�PITCH • a .a � a •o 13. V11here existing walls,posts etc. are removed It is the responsibility of the contractor to provide 40 10 DECKS / PORCHES a temporary support,shoring,bracing,etc.as required. 811Ab" 40 10 ROOMS OTHER THAN 5LEEPING ROOMS FOOTIN 30 10 5LEEPIN6 ROOMS 20 10 ATTICS WITH STORAGE 10 10 ATTICS WITHOUT STORAGE V 5 0F 9 7 21-60 at-ION III-1011 I IA 51-100 A 01 10 61-5" SELF NEW b" CH) CLOSINC? POOP, %HMO &D.& WALL ON x KL - - - - - 8x18 1.11IN AREA OF 61-1011 F WORK II& e. 01 FOOTING SF [j] - - - - - - - - - -- - - - - - - - - D, EnW1212M19z%D o o r- - - - - - - - - - - - - - EPDXr #4 N REBAR a 1211 tr_ 5 012 012 - - - - - - 71 Q3 FU L 13 O.C. PERT. C3 MIN 4" 1 0 -xj 5 �N,*Mt_ 10 EMBEDMENT - - - - - - - - - - - - 7 �F -EPDXY #4 L - - - 13Ani MASTE R_ R.EBAR. a 1211 O.C. VERT. ppRM BpRM rr MIN 4 % EMBEDMENT b U) -011 14' NEN W CMIJ U) 4 x WALL ON 5xi5 Fn in 4l-10" FOOTING In x e- or::1LIN6 CEILING T -J, 1-111 1 k P ] 10 I _011 121_011 FAN 10 2 6-2 10 _j WIG r -1 2411 BARN DOOR - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - -- 51-011 x kv 21-0`1 HIDE x 1'-0" DEEP HAUNCH TYP. AT WALLS, ABOVE -A - - - - - - - - - - - - - - - - - - y LAWINQ el o o����o r - - i - - - - - -- - - i b tr x 12-13-23155UED FOR PERMIT 0 TUB 0 03-24-24 REVISED PER TOWN GOMMENT5 UN I I ILA� 25'-2" L - - - - ic�cc) 04-08-24 REVISED PER TOWN qX6C& (3 + GOMMENT -71 1 6z Ob-2,51-24 REV15ED PER BOARD OF RAISE EXrT-5 WALL MIN 16 L�.v - - - - - - - - - TRUSTEES OOMMENT5 #4 REBAt, a 5211 O.G. FILL x Oq-20-24 REVI5E[? PER DEG ;7771 -1711 i I CELLS 50`LID N" APPROVAL NON-5WINK NON dy E?QQM 02-21-25 REVISED PEP, FIELD METALLIC GROUT TYP. EX. 2"xb" FJ L11 CONDITIONS -CIT x 0 161, O.G x DIRE i / EE FAN 16"XI60 GONG VENT FOYER z LIN FIRE Fin PER ON 4" GONG ON GRADE 5500 PLACE 24X24X6 PSI CONC. W 6Xb IOAO MM 6 16"Xib" GONG 411111111 AL16N x FOOTING MIL VAPOR BARRIER ON 6" PER ON FLOOR L -1 9 W 24x24X5 FOOTINS, (4) P3/4" W(5) 11 x 115 STL PLATE ELL r-OMPACTEP `SRAVELr'LL7 I F In 4XIO PC 4XIO POST o 0 tun) CEILINO Z 60WALTEI)13ACXFILL AT X RECEIVED FOUNDATION PERIMETER WITH FAN/;, CLEAN FILL 121 LIFTS 0 45% ( / I rn tn 0 MAR 0 3 2025 0OWA6TION 0 0 A ell, A-(q KITCHM ZONING SOAR D OFAPPEALS Ln U) Ix I L - - - - - - - - - - - - - - - - - - - - - - - - - - - - X,.(N L= HE L _j L: - - - - - - - - 31 X5 ��, 1.33�HMORII F 340 x 5 HDR ZZ/ simil Da .1 1. 1 % %I r- - - - - - - - - - - - - - - - - --J1 AR251 AR251 AR251 AR251 % FNH-6065 AR21 AR21 A AR21 AR21 CIN155 ON155 01#4155 CNI55 PHT-2-6016 0155 0155 0155 0155 0155 LAWINC, U) U) % 00, 4 -611 151-4" 61-6111 151-4" 51-0 '71-211 61-111 61-611 61-211 '71-1111W W 10 01 Z 421-611 53'-211 Lu 1� 7.0p 10,01 70, � CL A-6 Z &4 0 )_� E C-7END: 5" POURED CONCRETE NOTE9 < FOUNDATION HALL. 0 1. BOARD OF TR16TEE-5 APPROVAL NEEDED E-1 1-4 2, DEC APPROVAL. NEEDED 20xV OR 2"x4" NO FRAMED N 0 �./ O�ED .1=011NDA71 .0N FLAN OOSIST= F LO OR PLAN 5. ZE3A APPROVAL NEEDED < HALLS a 16" O.G. wl 1/2' 4­ ­4 E­4 4. PROJECT DEEM DEMOLITION AND 5LBSTANTIAL E O O.H.B. EA. SIDE SCALM 1/4' - 1'-V DEEMED IMPROVEMENT A cQ ;Z) 7- 211xb" OR 2"x4" HD FRAMED 5. HOL6E MUST BE RAISED AND ADDITIONAL FOUNDATION z V-4 0 =1 NOTE: L-7 HALL5 ® 16" O.G. wl 1/2" ADDED TO COMPLY WITH FEMA 6UIDELIINEE7 0 M (3 SMOKE ALARM TO CONFORM WITH R314 OF THE 2020 IRO. CARBON MONOXIDE O.H13. EA. 51DE 6. FINISHED FLOOR ELEVATION MUST BE a FEET OR 14161-IM C) " LL_ DETECTORS TO OF THE 2020 IRC AND SHALL COMPLY WITH SECTION c115 OF THE 2020 p., E-4 C� FOUNI: A710N N07ES: NOTE: GSD SMOKE DETECTOR C) Lu HINOOH5 TO CONFORM WITH R310.2 OF THE 2020 IRC WHERE APPLICABLE = I. ALL FOOTINGS SHALL REST ON UNDISTURBED SOIL OF 2 TSF GOGAR3ON MONOXIDE FRAM I NO NOTES: 0VE7EEGTOR P4 W BEARING OAPAGIT-l-, SUBJECT TO CONTROLLED INSPECTION. 1. ALL FRAMING LUMBER SHALL BE GRADED STAMPED DOUOLA5 e). ALL FLUSH HOOD CONNECTIONS SHALL BE FASTENED WITH CONCRE7E N07E-5: RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR 2. KEEP FOOTING BOTTOMS WELL DRAINED UNTIL FOOTIN05 ARE EXHAUST FAN MIN '75 GFM FIR-LARCH STRUCTURAL GRADE NO..2 OR BETTER. APPROVED EQUAL. 00 IN PLACE, PUMP AS REQUIRED. 1. ALL GONGRETE WORK SHALL CONFORM TO ACI 301-c1cl; CONCRETE SLABS SHALL BE 3500 P51 STONE CONCRETE; ALL '7 ' 7777 ADC TOP PLATE AS 2. ALL SHEATHING TO BE APA RATED, EXP05URE I. 5/5" MIN. 3. GON5-FRUGTION JOINTS IN FOUNDATION NALL5 SHALL BE NO REWIRED TO MATCH q. PLYWOOD 5HEATHINO TO BE NAILED WITH &D @ 4" O.G.EXTERIOR CONCRETE WORK SHALL BE 4000 P51 AIR-ENTRAINED. THICKNF-55 OR AS NOTED. F11 MORE THAN 50 FEET APART AND No LE55 THAN 41- 01' FROM ANY SLABS ON GRADE SHALL BE NORMAL WEIGHT CONCRETE. ADJACENT HALL T.O.H TO EXTERIOR EDOES, AND 60 a 12" O.G. INTERMEDIATE. PIER. REINFOROEMEN'T SHALL BE CONTINUOUS THROUGH BE 1'-0" GON57:'RUGTION JOINT. 00 NOT USE HORIZONTAL CONSTRUCTION 2. ALL REINFORCEMENT SHALL BE DEFORMED TYPE 3. ALL 5UI3FL0ORIN6 TO BE APA RATED 5TURD-I-FLOOR, JOINTS. INTERMEDIATE GRADE NEW BILLET STEEL CONFORMING TO A5TM EXPOSURE 1. 3/4" MIN. THICKNESS. ALL EDOE5 OF PLYWOOD TO 10. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND 4. SLABS ON GRADE SHALL BE PLACED BY STRIP PLACING A-615 GRADE 60. INT. FINISH NOTES BE SET ON 50LID BLOGKIN6. GLUE AND NAIL PLYV4000 STUD WITH GALVANIZED HURRICANE TYPE H'1 CONNECTORS BY METHOD (MAX. WIDTH '50 FT. BY INFINITE LENGTH) WITH CONTROL 3. TEMPERATURE REINFORCEMENT, 5PLIGE5, 5UPPORTS FOR I - ALL SPAGE5 WITH AREA OF HORK SHALL 5UBFLOOR TO FLOOR JOISTS. 115IMP50NII OR APPROVED EGUAL. 23-024 JOINTS (5A CUT) MA X 301- Oil P L PRE-ENGINEERED LUMBER SHALL BE JOIST TJI O.G.; CONSTRUCTION JOINTS SHALL REINFORCEMENT SHALL CONFORM TO REQUIREMENTS OF A61-51a RECEIVE (1) COAT OF RIMER AND (2) COAT5 11. ALL " " BE LOCATED ALON(SAWL 6 ENOTH OF PLACEMENT AND AT EN05 OF 4. CONTINUOUS REINFORCEMENTS SHALL BE LAPPED 48 MIN, OF INTERIOR LATEX PAINT BY SHERHIN 4. ALL HEADERS -0" AND OVER SHALL BE SUPPORTED WITH :f�j PLACEMENT. DIAMETERS AT SPLICES AND CORNERS AND HOOKED AT NOW HILLIAM5 OR APPRO\AED EG)AL, (COLOR 13Y DOUBLE UPRIOHT5, cl--oli AND OVER WITH TRIPLE UPRIOHT5, ALL SERIES HOOD-1-BEAME, AND LVL PRODUCTS OR EQUAL. ALL CONTINUOUS ENDS OF, EXTENDED 24 BAR DIAMETERS UNLE55 OWNER) HEADERS SHALL BE A MINIMUM OF 2-2X& OR AS SHOWN ON JOISTS, GIRDERS AND HEADERS SHALL HAVE BEARING 19 PULE.' PROJEGT5-23-024 2 - ALL CEILING SURF^61ES SHALL RECEIVE (1) 5TIFFENER5 INSTALLED AS PER MANUFACTURERS OTHERWISE NOTED, DETAILING OF ALL REINFORCEMENT SHALL LAYER OF 112" 6YP. BID. H/N GOAT OF DRAHIN65. Li- BE IN AGGORDANCE WITH AGl 5P-(9(9. (60) PRIMER, AND (2) COAT5 OF 5HEP441N HILLIAMS, RECOMMENDATIONS. WEB STIFFENERS SHALL BE READ AT ALL 01 OPENING, SIZE LOGATION HEADER SIZE MINIMUM BEARINO INTERIOR LATEX PAINT, COLOR TO MATCH 5. 50LID BLOGKIN& SHALL BE PROVIDED FOR ALL JOISTS AND LOAD AND BEARING POINTS AT A MINIMUM. A 51NOLE 1-3/41' LVL Dn&WuKQ#1-1 5. PROVIDE TWO #6 ALL SIDES FOR OPENINGS IN CONCRETE EX15TINO. RIM JOIST SHALL BE REOID AT FLOOR PERIMETERS. HANDLING,,LE55 THAN 4 FEET EXTERIOR HALL (2) 2x8 SINGLE JACK, AND KINGSTUDS HALLS UNLE55 OTHERN15E NOTED, EXTEND BARS 2'-0" BEYOND 3 - CONTRACTOR SHAILL PROVIDE 4 t IN5TALL FLOOR BEAMS AS PER N.Y.5. COVE OR AS NOTED @ 6-0" 0.6. OPENING; HOOK ENDS. ALL STANDING AND RUNNING TRIM. PRIME di PROVIDE 2" AIRSPACE FOR AIR CIRCULATION IN ROOFS. STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER 4 FEET TO & FEET EXTERIOR WALL (2) 2xIO DOUBLE JACK, AND KING STUDS 6. PROVIDE SLEEVES AND BOX OUT FOR OPENINGS, FOP, PAINT 5HERHIN HILLAPMSSEMI-OLO55 FIN15H MANUFACTURERS RECOMMENDATIONS. OVER 6 FEET EXTERIOR HALL SEE PLAN SEE PLAN (COLOR BY OWNER).MEGHANIcAL TRADES. OPENINGS SHALL BE PLACED 50 AS NOT 4 - COORDINATE FIN15H Or ALL DOORS WITH 6. DOUBLE FRAMING AROUND OPENIN6S(5kyIIqhtsstoIr5 etc.) OR AS 12. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 IROH5 OF 1/2" VIA. LE55 THAN 4 FEET INTERIOR HALL (2) 2xg> 51NOLE JACK, AND KING 5TUE)5 To AFFECT THE STRENGTH OF 5TRUCTURAL MEMBERS. OWNER. NOTED ON DRAHIN65. MACHINE BOLTS 0 12" O.G. A 5 - COORDINATE FIN15HE5 FOR ALL COVER 4 FEET TO (9 FEET INTERIOR HALL (2) 2xIO DOUBLE JACK, AND KING 5TV05 1. BEFORE: PLACINoGONGRETE, GONTRACTOR SHALL SUBMIT FOR PLATES WITH OWNER 1. DOUBLE UP rRAMIN6 ON ALL P05T5 AND PARALLEL PARTITIONS OVER 6 FEET I INTERIOR HALL SEE PLAN SEE PLAN REVIEW A COMPLETE 5EGUr::NGE OF PLACIN& 5(�,HEDULE. 6 - COORDINATE FINAIL FLOOR FINISHES WITH OR AS NOTED ON DRAWINGS. 13. PROVIDE FIRE5TOPPING AT ALL LEVEL PENETRATIONS. I INDIGATINO ALL CONSTRUCTION JOINTS, TIME SCHEDULE, AND OWN GUARANTEE OF CONTINUITY OF CONGRETE SUPPLY. 14. BRIDOING, To BE PROVIDED FOR ALL J015TS AND FLOOR BEAMS, SPACING NOT TO EXCEED 5'. 6 OF 9 I CHIMNEY CHIMNEY ! a_ 117E ..... „..I_. .... if 1 d ' it r.. if I C..J.; 12 fl i 12 1- .; L a ! VIEW CEDAR ROOF SHINGLES ON �� !; <_��u' 12 NEW CEDAR ROOF SHINGLES ON � �,,,.'--'' - I r I ,; 3°5 ��J � _ - -- � "i #30 FELT PAPER OVER ll...... " R OVER _....,.I: IL. ....lt...... . ..... ......�t. h._ ... 1t....... ...._ .......,.....I. .;:.........,,;..._.L.., 1 EL 11.+c PLY niL....L..L.._ry,.._ i.._;,- G (' r a i 1 #30 FELT PAPER I/2 PLY n r �� L�C�Q� >L�C laG�� �[)C� ,! : � IL i t I � I �, o, h �o � v a T hVD SHEATHING. i.. - WD 54-IE�AT(-HN6. _.. _�i . I. � .,t ���I_ �. li__ .-,..�..z�.___) ._�_. _ _�_ _ _ _ _ -'�..- ,,�` i i_! I I - G 3f]��GL3G�C Q 5 )� t :I is 1 L._;�. Jt_ ,:.��Jl...lE. t� �. 18.0 __.J.. J�..._i!,.,, ll......1..... AZAK TRIM r ..- ;i I LlL .a ,l �L_JL .11 .1 ._ _IL. . . . _ ! ,1,1! �I ��:__[_lam._� . : �. �t ! �_. i�1 �_..; . _ , _ - TYP. r T � '_. A�Z/4K TRIM u. I !� I ; : -� T.O. WALL I ; I T' ELEV, 18'-Q" TYR _ T.O. WALL 4" CEDAR !BOARDS JI t_ L_,-I._,..J .I'. -_ll.._;._!l Fwr311b — 4F" CEDAR BOARDS A 21 A I A 1 A i � - alb A I A I A 21 A 21 A I CORNERS `IYP. Fm9 A I A 21 C� °_' �_— Ca.DRNERS TYP _ .... II _l.-._ It...IL^-.M .... i. .i... it ( 4 GEDAR 'TRIM 12 it Y+' G12 G12J. i , GI2 4E" CEDAR TRIM T'YP. I <E. is NEW CEDAR SHINE� LE5 I' I. . : TYP i I I: I t II c x:.....�.., ; 'I. ,f.... I: 1i, j �� '..... .....li.. .,h.__.IL_i •8 1 ](..,�1t..... _........:....... �,...... G/OFFER YP is i S GI35 2 35 GI35 !! I GI35 GI35 GI35 GI35 035 J UlfI; NEW GEDAI SHINGLE I 4 _ LEAD TYP. if � 5iY5TEM TYP. it 6 i � i 3 J. Q , : ; I. i ;: i( P i �' � ', I'I •I JL I' I u {! I .. li i :•F g ' _t Ll 11 11 1 11 1 L YJ! Y"—T, GI55 GI55 GI55 GI55 y ; I T if WT3168 .I I i �� , I I h, � Ps.-�, �•@'. .. :I I' , : I'i r I ,I : :...... ... .....11..aE........_L..._�....._, .._.,. , ._ .,......11..1E .. , .) _........ .� ,. ....._ll...!,... .... i !' II 1 " tr I T 9 FINISH FLOOR I PWH e 1 I ; r: ( I i - � -. rE FLOO s _ S FINISH R I ELEV. 8-0 ° II I. E EV 8 ii I L O _ _ ------- ------- � ���n I I I COPPER LEADER I ( I I I I I I CONCRETE CONCRETE 12-13-23 ISSUED FOR PERMIT AND SATTER GHIL.D SAFE CHILD SAFE CHILD SAFE STOOP ATOP W/ CHILD SAFE I CHILD SAFE I I I I I I I RAIILING PER I I RAILING PER I I STOOP ATOP W/ RAILING PER I 03-24-24 REVISED PER TOWN RAILING PER RAILING PER __ SYSTEM TYP. — y ! _ " CODE 2" BLUE STONE GOMMENTS CODE CODE G01✓7E GORE 2 BLUE STONE 04-05-24 REVISED PER TOWN COMMENT FROTELE ' 7IO � � ��®�EDL 7 �ELA, I ®NTRU5TE24 REVISED PER BOARD OF (� vI� v 1RUSTEES COMMENTS Oa-20-24 REVISED PER DEC Cj-�FROFOSED APPROVAL SG,AL.IS I/4' � I'-0' SGAL� I/4r • I'-0' 02-21-25 REVISED PER FIELD GONDITIONS GHIIMNEY CHIMNEY is � I O I _t J )L RECEIVE,) "j'(�' is !j .:�" �—�+ ..T NEW CEDAR ROOF 5HIN6L ON ,+ !I� - :- _I - -r ._I! J; _ L_LI f O FELT PAPER OVER I/2 PLY 12 12MAR'�L 3 5 II Ili ; " _JUL 'f WD 5HEATHING � � ........,.., -� I, '_-- i it ; L I_ � I� #3C0 FELT PAPER OVER I/2 PLY L.....'l- ....I IL..... ..�;. i� .. ....,�...'. �.....� ii _�. ., J : I� .: .i ! II i�. _. _._.,:_. _I_. �t fir . ,.. :_ ,._J_ . .I__ .JL._., I 2 � 1 i _ I� T I I: 11 � ;I � I ;. i �I (i i (' , . I . — - - — :.��.1' ,—'I� - ,; ZONING g0 i � �*D� NG I SHEATH 0 A I! ,: I. I I I I: i I: R ;I I , 12 I, 1 —; I I b i� "' r—;i' �— _ ...... �..........JI. _ I 1.�.._....J.. 8.... A ' I LS � ! +;J' � i I_� � �u. !t� ,C ij � I . .. .....i I,....... ,�: I I PEA w , tom. ;! �—? u — - I - 1�1ti 1 �:_ � J .Tr:.. f, yl �l` a �.r -� II _1�!� 'I L '. .I' 'I - I( I !I'-�,- I r .._.TRIM I , 7 i ; ,r , ,. -, -„ -,*-�. __�� ; ,. . ,---,r) ,: -�•�:: : -,.-J� -�- - -�-, u_..;,_ AZ AK TRIM ii_.....�. i I i it � I I T.O. WALL - _ ,,,..... ��W..il., ...�......._.31... I._._II �' �..-...,... L.. .,.'�.._� I!... �....,.�E.r. r: �` LL ELEV. I6'_a" -. �.._. Lit _ '-q" I ' �� � ' 'E � . „ — u4-I�,__..� J T.O.�V E iE A 51 A 51 A .51 E— OIb I '—'I "' A I A 21 A 21 CORNERS TYP. S GEDAR BOARDS A 51 - —f _ r - j L ! _ C+ORNERS TYP. ]� j C '— 4" CEDAR TRIM cl� u7 r - 4��� CEDAR TRIM �- - j �... ;lT� l t ' I_,, >_ ( i- �E�..�. „71 ;L _ IL-)-..j' I� L__I -,�..: .,�' it - _._ - _ - u:�J —?_ TMP' T1YP° _n 1 _, l —h.�: �! _I .':._ I I - it ` I NEW CEDAR SHINGLES . I C�C�#'PER LEADER - E i E . _.`.: -� :._ .__ _. ..�+.J:.. If.. __., � f li ilJ� u_ is,.< ER LEADER �r JI_ _ �.. - - r _..C_-1 TYP a �("!I E ;, ti AND GUTTER I�._.�ii `; ; -i I " 1L _ + AIND GUTTER r I j' cw13s Gw13s cwt5 r - u u NEW CEDAR II I SYSTEM TYP. it GW135 'ii p u _ . 1-�.1 SHINGLES TYP. _m..__._. -- --- �- -- -� ! 1Y5TEM TYP .ji l �': Iu i 'J' it I' t lii s i, �( Jj II ._I' L_.1� I �T I, .i 1 L. : CHI1C? SAFE L I _, ., - l GI55 GI55 i!_ / I. I I i GI55 r RATLINE PER t I , W it : � � II i II w COD►= i ! r A I N 15H FLOOR ! ! L1h,1L " . T I I , i�, FINISH FLOOR : I 6-0" � : y !, I ii 9 li I — :: h 6— ..................._.........__..._........._ ..._- ..._...__.......__ _.......---...._.._..._..__....___—_._._.._.._� I :' I LEV II ' : ELEV � W __..._ .._.__............_- --__.__.._.._......_.._.._._._.._......__._._.._.... __.._............._._.._.__.___._......_-..._._.__.........._...._.....__._..._..... --- -` - -- �,-�,-� I I CONCRETE I I I I I o CONCRETE CHILD SAFE CONCRETE STOOP ANTOP W/ �� HR 2'--6" x CONCRETE E� III CHILD SAFE I I STOOP ATOP W/ RAILING I STOOP ATOP W/ 2" 131.11E ►STONE I I I 6'-6" SELF I I I ( SNOOP ATOP W/ � w ,� IJ _ - RODE RAILING PER 2" BLUE STONE CODE � � � 2 BLUE STONE � � � � � � � � CLOSING DOOR � � � __ � � � 2 BLUE STONE 0 � A u CHILD 5AFE pq A C? � �,�,RAILILu O O » L VAT I ON OFOS""DL. T L. VAT 10N GORE G PER • , r r , r C'M"� O O SGAL I!4 ® I-0 SCALE: 1/4 s I-0 0 O E � HOLD DOWN CONNECTIONS (REQUIRED AT EACH OVERHEAD GARAGE DOOR JAMB EQUIRED AT EACH BUILDING CORNER) O = o SECOND FLOOR ATTACHMENT a z w (REQUIRED FOR ALL NEW CONSTRUCTION AND SECOND FLOOIR ADDITIONS) P4 4" V. TH ROOF 'SIMPSON' HDQ8 M] un °°,_____�.-----2-16D COMMON z) Ell NAILS @ 6" O.C. 'SIMPSON' HDQ8 ATTIG �) CA CA FOR FULL LENGTH OF STUD 13ATH M.BATH l� ._____----:2-16D COMMON BLOCKIN 1 I NAILS 0 6" Q.C. KUM —QM -� ENDWAL Il IFOR FULL LENGTH .. .- [�G: �� JJ[ L' 23-024 1 1OE STUD --'- I 1 � � i..= _ _ � # Ili BLOCKIN �"' I I 1 � � 0 ENDWAL 11 1 11 " 1 1 1/2" 1 1 1/2" n n d D 1 I I/2 11 I/2 2" 2") 1 1/2 I 1 1/2 PROJEGT5-23-024 SINK I LAV. LAV. 'SIMPSON' HDQ8 / 0 n A a OR 1 W.G. W.G. I F.A.I. 'SIMPSON' PHD6 . a u SHO R 1 5H R WASH fo�L3la\�n�IfJiiC�a#� s FIRST FLOOR ° e n FIRST FLOOR ATTACHMENT l (REQUIRED FOR ALL NEW CONSTRUCTION AND FIRST FLOOR ADDITIONS) 4 7/8" DIA. THRtEADED ROD EMBEDDED ALL STRAPPING, ANCHORS, HOLD DOWNS, 12 1/2" INTO (CONCRETE W/ 'SIMPSON' ET co 1 G.O.G.O. TO 'EXISTING & ADHESIVES TO BE INSTALLED AS PER (HIGH STRENGITH EPDXY ADHESIVE► & FOR 4" 5ANITARY LINE 4" 5ANITARY LINE APPROVED SEPTIC SYSTEM MANUFACTURES SPECIFICATIONS. TEMPERATURES (0 DEG. TO 40 DEG F) USE X1461 'SIMPSON' AT (HIGH STRENGTH ACRYLIC ADHESIVE) F"'LUMB' IN50% I I ACC A1'�1` HOUSE TRAP OL.I l" 01�1N ONN T10N7 OF 13 SCALE SCALE: 1/4' ® 1'-0" NT5 ROOF I NO NOTES: I. ALL ROOF SLOPE AREAS 5HALL BE GLEAR CEDAR 5HINOLE5 ON 30 LB. FELT AND 3/4" COX. PLYWOOD OVER ROOF FRAMING. CONTRACTOR TO PROVIDE MEANS OF r — k4 2. PROVIDE GRADE ICE $ WATER SHIELD AT LONER 36" OF ALL FREEZE PROTECTION 4 DISCONNECT ROR F SLOPED ROOF AREAS AND AT ALL VALLEY5. PLUMBING TO EXTERIOR SINK. - — — — — — — — - — — — — — — — — P3103.1 Poor- EXTENSION. F-F= — — — — — — — — — — — — — — — — — — — — — — — — OPEN VENT PIPES THAT EXTEND THROL,16H A ROOF SHALL BE TERMINATED NOT LESS THAN 6' JRP AA-L' 7_/MKR10 &A.& _T 052 MM) ABOVE THE ANTICIPATED SNOWACCA)MULAnoN,wchEvERIS GREATERL — — — — — — — N\- — — — — — — — — — — — — — — — P51032 FROST CLOW:ZE. kc01%H'(6,111rIKEP MWE011HE HERE THE cr.541ERCENT VALVE FOR m H wL n Im Eu[q) m\Y old OUTSIDE AIR TEMPERATURE 15 OOF (-I&tic -17 L OR LESS, VENT EXTENSIONS THROIJ&Hl A .?K m Lo ROOF OR KAU. SHALL NOT BE I-E56 THAN a I I I I i 5" (76" IN DIAMETER. ANY INCREASE IN It II THE SIZE Or- THE VENT SHALL BE MAtEPIOE NOT LESS THAN I FOOT (504.8MM) INSIDE THE THERMAL ENVELOPE OF THE BUILDING T' PICAL NOTES: IY A f FII I HEADER: MIN.HEADER5: 3-2'xb" AT 2xb KALL5,AND 2-2?"xb"AT 20 NALL5/PARTITION5,LNLE55 RIM 50ARD: NOTED OTHERWISE(U.N.0). SPANS OF b'-O'ANP OVER;SUPPORT wl DBL.STUDS, 61'-O"ANO — — — — — — — —— AT TJI ENGINEERED FLR,JOISTS,BY WEYERHAMER,(LEVEL;U5E MIN. I"e-RIM BOARD(or EQUAL) -5UPPORT wl TRIPLE STUDS. PROVIDE METAL TIES(51MP50N L5TA21,or EQUAL)FROM - - - - - - - - - - - - - OVER, EX6EPT AT PORCH 4 DECK NAILER5;L15E IV4"RIM BOARD.ALL INSTALLATION DETAILS MUST FOLLOW — — — — — — — HDR.TO JACK 5TU05 AT EXTERIOR WALL5 5UPPORT0,16 ROOF 5TRXTURE. MFR.WE(IFIGATION5.L15F 2-2x4 VERT.5GUASH 13LOrK5(PER J5T)UNDER ALL BEARING PARTITION5 4 NEW 2"x&" P05T5. pjR a On ar, 7 NEW 2 XIO" RIDGE 6E FA KIA/ 5OFF-IT- 1"xb"FA561A wl 2"x SUB-FASCIA(A5 NEEDED), SOFFIT: MATERIAL(TE30)w/CONTINUOUS SCREENED 5MOa PETECTOR5: VENT,VERIFY ALL DETAIL5,TRIM,ETG.-OPT.VIER5ATEX TRIMBOARD(or equal)AND/OR T46 WOOD INGLUDINC7 CARBON MONOXIDE DETECTION: PROVIDE BOTH A5 PER CODE,TO BE NEW llxbn K a 1w 01 TRIM A5 5ELECTED. INCLUDE 6UTTER5 4 LEADEEER5,A5 APPROVED BY OWNER. HARD-HIRED AND INTERCONNECTED. (NOTE: ALL DE\/ICF-5,MAY NOT BE SHOWN: VERIFY ALL I RR a 16" 0.0 LOGATION5,ON ALL LEVELS). 506-FLOOR- % THICK,A.P.A.RATED PLYWOOD,ALL ED&E5(OVER 50LID BLOCKING,CLUE t NAIL PLYWOOD TO A FLOOR J0I5T5/FRAMIIN6v. -(VERIFY 5PECIFIC,UNIVERLAYMENT REOUIREMENT5 FOR ALL FIN15H FLOOR 12-13-23 155UEE) FOR PERMIT MATERIALS A5 5ELE(TED BY OWNER}. 03-24-24 REVI5E[? PER TOWN COMMENTS 04-05-24 REVISED PER TOWN COMMENT It-loll 0.5-2cl-24 REVISED PER BOARD OF TRU5TEE5 COMMENT5 RE5HGEGK GOMPLIANGE OLI-20-24 REVISED PER DEC, INSULATION VALUES SHOWN ON 5EGirloN ARE U5ED FOR RE5C_,HEGK APPROVAL COMPLIANCE ALL VALUES MEET MI"IMUM REGUIREMENT5 02-21-25 REVISED PER FIELD 5EE AIR LEAKAGE DRAWINGS ON A%-cl FOR ADDITIONAL GONDITION5 REGUIREMENT5 ANDER5EN 400 5ERIE5 WINDOWS TOE CONFORM WITH R310.2 OF THE 2020 IRO WHERE APPLIGABLE. U-FACT-OR AND SHOO USED PER MANUFAGTURE5 VALUES. IGE BARRIER TO BE INSTALLED MIN 24" INSIDE THE EXTERIOR WALL LINE OF THE BUILDING MECHANICAL DRAWING TO BE FILED AT LATER DATE. RECEIVE[) EXTEND WALL To a'-0" RECONSTRUCT EXISTING MAR 0 3 2025 A ROOF 552 SF ZONING BOARD OF APPEALS L PROPOSED SOFFIT L16M NOTE: ROOF RENOVATION 15 LESS THAN 50% F OFOS D ROOF PL. N SCALY. 114 - l-V NOTE. NOTE: RcI0511 UNDERLAYMENT. UNDERLAYMENT SHALL W Rq05.1.1 UNDERLAYMENT. UNDERLAYMENT SHALL COMPLY WITH ASTM D 226, TYPE I OR ASTM D 466cf, COMPLY WITH ASTM V 226, TYPE I OR ASTM D 486cf, TYPE 1 411. RO105.1.2 ICE BARRIER. AN ICE BARRIER TYPE 1 411. R5105.1.2 ICE BARRIER. AN ICE BARRIER THAT CONSISTS OF AT LEAST TV40 LAYERS OF Z THAT CONSISTS OF AT LEAST TWO LAYERS OF UNDERLAYMENT CEMENTED T06ETHER OR A SELF UNDERLAYMENT CEMENTED T06ETHER OR A SELF ADHERING POLYMER MODIFIED BITUMEN SHEET SHALL ADHERING POLYMER MODIFIED BITUMEN SHEET SHALL BE USED IN PLACE OF NORMAL UNDERLAYMENT AND 2XI0 R106E 111T3 t- LU BE USED IN PLACE OF NORMAL UNDERLAYMENT AND EXTEND FOR THE LOWEST ED&E5 OF ALL ROOF ;;,. 0 U) EXTEND FOR THE LOWEST EDGE-5 OF ALL ROOF SURFACES TO A POINT AT LEAST 24" INSIDE THE Z F, SURFACES To A POINT AT LEAST 24" INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. TYPICAL RAFTERMATES EXTERIOR WALL LINE OF THE BUILDING. TYPICAL ENTIRE LENGTH < OF ROOF E-4 ti nMlr,,6L ROOF ASPHALT 12 12 RAIFTERMATES 12 SHINCA-ES, RATED FOR 150 MPH M51%RR TO BE ENTIRE LENGTH HIND, EXPOSURE By 0 x LL REMOVE TO RAISE EX OF ROOF CERTAINTEED OR E(R. ON #50 � F-4 1 (3 12 A 00 WALLS FELT PAPER OVER 5/6" PLY 1,,V SHEATHING. 0 ATTIC E-4 ­4 E-4 fm CLOSED Z LU CELL SPAYED NEW. 2X8 RR 0 N11 T.O. HALL T.O. PqALL C) U, ON INSULATION 161 OL. NOTE: VERIFY T.O. ELEV. I NOTE: VERIFY T.O. 2XD C-i 0 16" O.G. ELEV. 16-6' 0 f ,"I............. 160 O.G. P.4 E-4 CL HALL ARE MIN a'-O" NANLL ARE MIN 11-011 2Xb GJ ADD BLOCKING AS (2) 1-3/4' x 11-1/6' LVL 0 lb, O.G. RAISE EXISTING WALL ADD BLOCKING AS a (4) 1-3/4' x 11-11b" U 2 1(2'0 P4 0 REGUIRED TO MEET .01%......... i Pj=-OuIRED TO MEET CfU SPAYED It ,MIN. :1644T IN FIELD. 31' x 5 jv I-L 13 HER 2.OE ORDER TO O11-ON To MATCH MIIN. HEIC-A-IT IN FIELD. LVL 2.OE 6IRVER NEW(2,) 1 j x q PL4 z FAMILY N 0) 11 x 115 M PLATE m CLOSED EXISTING ON INSULATION WN lox 115M LVII_ ROOM CELL SPAYED !'x 5 io ML 13 HDR PLATE FAMIL,t ROOM 12 m - CEDAR. 510INC7 510IN67 11 0 15E EXITS HALL MIN 1611 I" RICAD INSULATION FINISH FLP_ELEVATION 61 4" GONG SLAB ON GRADE RAISE EXITS WALL MIN 1611 FINISH FLR.ELEVATION 61 17 0 (D IN MIN ABOVE 6RAVE 5,500 PSI CONO. JAV bXb #4 REBAR ® 3211 O.G. FILL V P,16,10 INSULATION IN MIN.ABOVE 6RAVE 31500 PSI GONG. N/ bXb #4 REBAR a 52111 O.C. FILLF1 15# BUILDIN& PAPER 10/10 WW 6 MIL VAPOR 21 KITCHM CELLS SOLID WITH 15#1� BUILDING PAPER N 10/10 HW 6 MIL VAPOR CELLS SOLID WITH 1--e) 1/2" PLYWOOD SHEATHING BARRIER ON bit NON-SHRINK NON I/V11 PLYWOOD SHEATHING 6 MIL.VAPOR BARRIER BARRIER ON 611 NON-SHRINK NON (13) R15 INSUL 611 MIL,VAPOR BARRIER 10 R15 INSUL 2x4 STUDS a 16" O.C. COMPACTED GRAVEL FILL MIN METALLIC, GROUT T*(P. 2w4 STUDS a 16" O.G. COMPACTED 6RAVEL FILL METALLIC, GROUT TYP. nr FIN15H FLOOR U J J FINISH FLOOR w -0"-------- ELEV. 5' <x<X14 R16b I EX. 511 CONCRETE EX. CONCRETE RIO R161D IN51AATION xT x/X FOUNDATION WALL WITH FOUNDATION HALL WITH GRAVEL LAYER AS, 1=AV PROJECTS-23-024 (5) #4 BARS CONTINUOUS, \6 ­p (3) 4#4 BARS CONTINUOUS =-AV Y/ C TOP, MID, AND BOTTOM iOF APILLARY BREAK TOFO, MID, AND BOTTOM Of- 1 XI I I\X FOUNDATION WALLS OVER FOUNDATION WALLS OVER TE T 1-4 X D CONCRETE" " "T" 1 1111 O' " " 1'-4 X e, CONCRETE FOOTIN& NITH (5) #4 FOOTIN67 WJQ�1'1_1#.0 ;OMPACTED BACKFILL AT , COMPACTED BACKFILL AT BARS 09NTINUOUS NITH 2 POLNDA110N PERIMETER WITH BARS CONTINUOUS WITH 2m FOUNDATION PERIMETER WITH X 40 KEYWAY MIN. 5'-0" CLEAN FILL 121 LIFTS 0 q5% X 4k" KEYWAY MIN. 5'-0" GLEAN FILL 12' LIFTS 0 015% BELOW GRADE COMPACTION BELOW GRADE COMPACTION O I�ED�S GT�10N PROPOSED SECT 1 ON A SCALe I1W m I-V RGIF n:, RUcn K,, /�AI:Ln„ CUMNLy— / $Xn[ TG3�� G�C��La r�l',7L�[ IaUL L�1N)C i _ __II 1..1...... .... ...... 1T . r�: T \ MI TO.KILL al r r r 1' . a 1 T_ ,. I7 ..r.. ..... .... ►. r.Tlrl r> ..r. _..r. .. 1. , . t 2 1..1...C.T.. .... .. ... i.l 1.... 1.1 11..... ...... ......A.l `t. :• . ;. I IL ... r.....z .. .1 IT] I FINISH PLO T ��a o , ILU ---- - L L �A, dM O 'OS RONT L. V T I ON _ ' O�OS�ED R�' 5�H T L. V�tA�,T ON 12-13-23 155UED FOR PERMIT 03-24-24 REVI5ED PER TOWN GOMMENT5 04-05-24 REVI5ED PER TOWN COMMENT O8-2a-24 REVI5ED PER BOARD OF TRU5TEE5 GOMMENT5 09-20-24 REVI5ED PER DEG APPROVAL 02-21-25 REVI5ED PER FIELD CONDITIONS Rill RECEIVED w1 MAR 0 3 2025 \ / f \ ZONING BOARD OF APPEALS alk \ i S .4 ....�_�.r ...J. .I ........t�_..1. / lial. n 4 I a; .I. I:...l:.r . 1.. �_..(.1 "..t. ..1:.C1 _I.. 1.TT Ys crys Q o I cns cros tss cws o t ' li - 0 — — r - :r III IIINI — 5.................... .. e ......_... ..........__._..._..---._.__..__— .._............__...._.._.....--.................. .. _...__...._._................_..... '- NI QD} I z wA K z < Aa F R® O SEL"fflmVATi.. ION C� 'OS��D�L�E FT L. V�AT�10�N x c , o � Q- wEoo PC) EE-+ � 0 Q aLU P4o O a z - pq 00 iL 1=.=J ❑-1 23-024 CL�U C'C[�Co PROJEGT5-23-024 II)In1AWV/u[kIlrl#o I i Area Front Side Both Sides Rear (square feet) Lot Coverage (feet) (feet) (feet) (feet) 200,000 to 59,6 60 30 6o too 399,999 9 9 120,Ooo to t 0% 6o 30 6o 85PHAS TWO@ 2nd S ORY 1991999 0 dC�L�G GQo �LaG[1Mg GQoDoLQo 80,000 to 119,999 20% 6o 20 45 75 CQ�G3C�Gil�4CC�4 60,00o to 79,999 20% 55 20 45 75 ��� G30QaoC� ad[�aMG 40,000 to 59,999 20% 50 20 40 bo �-5� H 0 OU G3�ML[ G[]CLQD9 WTI �gOfl DOOR 20,000to 39,999 20% 40 15 35 5© ° Less than 20,000 20% 35 10 25 35 9 9 �CLpLo onconforming lots with primary and sEecondary front yards shall be required to meet the following, J A U Z Z "-j 6- 9 AND OLA Area `f ..ED Afi � (square feet;► Primary Front Yard Secondary 'Front Yard Side Yard Less than 20,000 35 20 to r. .. ' A. - 20,000 to 39,9S)9 40 25 15. T 0 TH SMI H R SID , STORM DRA I NAOE GALG : OAKAWNAV -A-,.- o : I. RUNOFF GOEFFICIENT5: PAVEMENT = 1.000 ROOF = I.00 ;^ 0 / I]�O U R o LANDSCAPE= 0.20 o l 2. PROVIDE STORAGE FCOR 2" RAINFALL =.16'1 a ``� 03-10-25 ISSUED FOR PERMIT �DRAINA6E CALCULATIONS: � 0 U y Zb�o o K I. &)0F AT 14OUSE 2"INACE AREA (LP): 14'75 S.F. ROOF x .161 x1 = 24-1 2. ROOF AT GARAGE DIRAINA6E AREA (LP) " 500 5.F. ROOF x .II61 x 1 = 50.1 S. FjtVER AREA PATIO 81412 5100125 (LP), 1021 5F PAV1N6 x .1651 x I 4. LANDSCAPE AREA (LP), 4014 5F LAND50/APIN67 x .161 X .2 - 135 e�� 1 qA O !1"`CDASTgL,RA �..�� .--�-.. TIDAL AETLANDS BOUNDARY,AS TOTAL 10 ELINEATED EN-CONSULT --- - USE�(22) 1�2'�DIIA,,�x .4" PEEP STORM POOL ��rT �6��p x wP ;: %v A EDGE of IN WI OPEN CRA CRATE. �405.6 x 2 = W 12 �/�'� �°p�Gw .�' � �� �,� UTAT OF MODERATE WAVE ACTION_- _- , �'(/Qy\►. °PN 'Z4,p/ UNE OF COASTAL BARRIER °° ,./Oci' I % ,• /,� •c+`S a ---•----• -- SOURCE SYSTEM AREA__________ A RECEIVED PR P05�16%1990 N NON-TURF MAR 17 2025 AREA A � , o P E "� RETAINING WALL RELOGATEIT--_`_ P I PROPOSED ZONING BOARD OF APPEALS SOVEREIGN 6'-8" x 7'-q" 53" HOT TUB T 5 52 SF TAXE,4CE 3 cA��'D 3 S € TAx T 18 4 R 05 PIAWAfER# VI51B0)OCUMENT ,,P`'PeytP O E 0" � fy s ot,3 NO B� CORO P,•�e��� � ��-.<'" 'fig' � Z�i i S�5 p,V P1LA E PROP ED No 0"OUTDOOR OWER 24 SE PROPOSED 2ND o STORY ADDOTION r. > 301.3 SFTAX LOT 12 I /ti�Py "3�. Sy�Oti �% � wP�a��„ I OPME VPSWARD#3 9J. TAX LOT # pU0 1C SER �N,s I / fRPME ROpVEP1VE jDT 8 w / om #\ OAK1A j TA" \ /O� PRPME RESIOEP�NUE /3� I �eP 1 F •1 OAKI-P� •MO / / e W e / TAXE R 51DENCE 3 I RRPM P1E RD # W A W p L 5 pRIV Wp1ER I GRPNo g0`ocv �N �,A w/��AO,.q( #2 PUBLIC / M+y E Stogy°° :/�i� s As r Q, A t% B q0 s w PS/ s1 r \ W � � w04 sh �P. g g0A9 E--4 TT �51DEN�UE S P E �El I CONC r 1 FRAOPKLP PAN � � � O #31A5P1180C W ER CQ TAPIEENC �� ' r1 � I N D�X ". � � � Lu RE10 pUBUC WP O W O DWG. INITIAL LATEST 15SUAN'.GE E-4 I NO. DRAWING TITLE I5SUANGE REVISION NO. 4 DATE E-+ O _� m a TI TITLE SHEET, GENERAL NOTES AND PLOT PLAN 03-10-25 00 W " T 9T.1 TAX RE510ENCENUE SPI SITE PLAN TAOPQR �ap UMENS 03-10-25 @ •My' o0 #35EPTC RECORD AO 5GHEDULES, NOTES 4 DETAILS 03-10-25 W NPVP1lP8lE I "0 Al PROPOSED GARAGE PLANS AND NOTES 03-10-25 @ (� A2 PROPOSED ELEVATIONS 03-10-25 a [� A3 PROPOSED ELEVATIONS AND DETAILS 05-10-25 A4 PROPOSED SKY PLANE DRAWING 03 10 25 25-00ci PROPOSED PERCENTAGE LOT COVERAGE 6FA MD MLCa PROJECT5-25-OOa R O F O s E ID F L O T F L�N EXI51IN6 PERCENTAGE LOT GOVER66E EX. I STY DWELLING 1202.95 5F EX. 1 5TY DWELLING 1225 5F C I EX. 15TY GARAGE 501.5 5F SCALE: I'" = 50'-0" PROPOSED IOxIO PERGOLA 100.0 5F DQLa1M�l ]�#o EX. 15TY DWELLING 1202.a5 5F TOP OF LANDING AT STEPS 3.5' x4.0' 14 5F NOTE: INFORMATION PROVIDED BY OTHER5 FOR REFERENGE ONLY. SEE 5167NED AND SEALED SURVEY EX. I STY GARAGE 301.3 5F PROPOSED HOT TUB 52 5F I• BOARD OF TRUSTEES APPROVAL NEEDED EX. GONG 5TOOP5 0 5F PROP05ED 6'-0" x 4'-0" OUTDOOR 5HOWER 24 5F 2. DEC APPROVAL NEEDED OVERHANG 17.42 SF OVERHANG 17.42 5F 3. ZBA APPROVAL NEEDED 4. PROJECT DEEMED DEMOLITION AND SUBSTANTIAL TOTAL 1,521.6-1 5F TOTAL 1,711.67 5F IMPROVEMENT TOTAL LOT AREA 6C153 5F TOTAL LOT AREA ba53 5F 5. HOU5E MUST BE RA15ED AND ADDITIONAL FOUNDATION ADDED TO COMPLY WITH FEMA GUIDELINES PERGENTAGE LOT COVERAGE 21A% PERCENTAGE LOT COVERAGE 24.6% 6. FINISHED FLOOR ELEVATION MUST BE & FEET OR HIGHER OF 7 i SYMSOL LECENS BEARINGS SHOWN HEREON ARE P ` BASED ON USER 12568 PAGE 0951 p MONUMENT FND ® MANHOLE 0 TEST HOLE 0 I.P./I.B.FND 'A`-INLET . TREE O P k I.P./I ®B.SET IN'B'-INLET ®SHRUB Lu +yap SPOT ELEVATIONS M YARD INLET 0 BOLLARD rO UTILITY POLE ®YARD INLET A WETLAND FLAG }— GUY'WIRE 10 ELECTRIC METER CANT.CANTILEVER w UTLITY POLE WAIGHT ®GAS METER FE.FENCE O v'v UB WATER METER MAS MASDNRY �b r N' LIGHT POLE � T SIGN GAS VALVE PLAT.PLATFORM js L —o— PVC FENCE(PVC) WIN.VANDOW WELL STOCKADE FENCE(STN) D4 WATER VALVE B/W BAY WINDOW o — CHAIN LINK FENCE(CLF)O/H OVERHANG C/E CELLAR ENTRANCE o '� WIRE FENCE R/O ROOF OVER qq FIRE HYDRANT D C DEPRESSED CURB Z A/C UNIT i 7 ® CROSS CUT COIL GENERALLY ON UNE � STAKE 0/L ON LINE RO.W.RIGHT OF WAY c N U U U to N } wgw FLOOD INFORMATION (FOR HEALTH DEPARTMENT USE ONLY) 8Y GRAPHIC PLOTTING ONLY,THE PREMISES 18 LOCATED IN FIRM ZONE•`X"(AREA OF MINIMAL FLOOD HAZARD)AND IN FIRM ZONE AE(ElAB PER MAP NUMBER3M°3C°!BEH. EFFECTIVE DATE SEPTEMSER 26,2D°7.NO FIELD SURVEYING WAS PERFORMED TO "�A CV R DETERMINE THIS ZONE.AN ELEVATION CERTIFICATE MAY 9E NEEDED TO VERIFY THIS .t� W = } } } } } } DETERMINATION OR APPLY FOR VARIANCE FROM THE FEDERAL EMERGENCY MANAGEMENT •nr ^�v)1 0 0 MN— LJ j ; W +I J W AGENCY. y F M 0 to Z -R 64 �( 0 66= V)) V)) V)) V)) ((n vim) x _4'O a '•r ;. ..�_�. �,-..-.r`� COAsrA(}R'=. Ld � 0 0 0 Lu Yak � 1�' GYYI IIDAI WETUNDS BOUNDARY.AS . O �y 555555vvi .p' ^ 0-17-29 BYTEN-CONSULT W W W W W W W EDGE oflM \ e N N N N N N O O O O O O E� N N N N N N W / r a��''`r i�iT \'� _• DERATE WALE ACTIONDO r, N Lr) N In QAEj `_ COASTAL BARRIER 9 - 9,_SYSTEM AREA ON� _ 68f1TI'�iBB ______ ___- >of 1 (O ta7 M N W 4NON-TURF MAINTAIN _ g AREA / t�s r Z6 eon. ,r�l 1,e' ° tip` RETAINING WALL RELOGATQt m � AREA `r Y PE _ PROPOSED o gig; 501'REION 61-C1" x 8 N Ln w 1I 1-- x 33" HOTC/TUB TA% CE r� r 52 SF +s FRPME R tE RDA Ln g / G Pfr { a S TAT[ g PR\VP A R 0) >- N` J '4 ,,,�vv11�tt/t�►1�� 0 N kp N E ESIDO EA3 A�PUgUC w Q) I Z o p cnJ b��o� L ~ 5p A335 56P Y 0 ppGUMENt r7 a o !\ S 0 OR y r�ycr'�' Y /� 1e• �° s 5�5 11 paLE G rn PROP ED Np PVP py& 0,0, A.g6• �• 6 1—O 11 x 1 O II OUTDOOR OWER o > 1 5 /GP oe A l�' s 24 SF , , o (, I / / h PROPO5ED 2ND I > m° wg REC NEp STORY ADDOTI ON E 5 _ � 3WT 0 fAJr ��� RESVD RD fl3 I 9� I v (n £ P AR � 1 ?C►1g t1 A305 pR\CPWA�R � 4 r�WT Pueu �) 2pN�NG B / � E `' 04 Rp OF ROA ENE APPEALS TAT LOT\EP em �/ ` A7 O'y �h p5P0PK�PWP�R A3 pUBL\ ga$ o \ I / O O II 9 0 9 + I O -, 06 GPS// i rAT N A R RE51DEA 3 I / O O ?N o 205MER,NRp HOLE 6 \' H NOT ro SCALE O oA� � o� s MIXED SAND O 00 N� \ { Lu A7y AND LOAM x O It G�z I \ 4 Y 5 P1 W F- O I � U g39 • �/ �� I `v� I WATER IN O N > �a t13 I tD PALE BROW FINE D O Z N C) ag oaLVEWP 1 c cE s� �•t' A V11 , Ts• � ' \ tAE S\OE PVENUE / Y 4ySt�ly0 FRPOAKIP R / � �B� I A3145Pu8L\C W I / \ Z i OP 1 WATER ENCOUNTEREDAl r. WT�C0E 2.6'BELOW SURFACE J VPSE R,T,TtoN MCDONAID GEOSCIENCE � AEN0ING ' 4 16/2�/22419 oo W a I-- POBL\0 Z O � w ot I I- � -.p ' zQ Il 11 M aZW ;ON SUILDADLE LAND NYSDEC m g I AREA ADIACENT AREA (L Z Z " F LOT AREA LOT AREA O Q ���� IAT CE 6.953.31 S.F. - 0.16 AC. 6,953.31 S.F. a 0.16 AC. Y N O $ A. Y� ESIDE A NuE h— Y k 3 j 5""! 1.1. `�W'�'.` FIR PM RpWN �(S\BLE BUILDING - 1.202.95 Q U P Y i�*a„ A3325 Op OR Y1E�DOGBMENt BUILDING - 1.202.95 O �F�K`yP� P CORD GARAGEPLT./STEPS-09433 W _ J NO SE g\E RE LOT CLEARING AREA GARAGE 307.30 BRICK WALK(S) > --I NO pVP\LA OVERHANG(2.6x6.7) - 17,42 PATIOS)- 952.07 N N O 6,953 S.F. m 0.16 AC. I.F.. = LL $p 3,836.70 S.F CLEARED OVERHANG(1.5x4.1) a 6.15 M F- L.L OVERHANG(2.6x6.7) a 17.42 559LOT CLEARED " 1.521.67 S.F. CONCRETE a 30.66 VI O (f) 21.9%LOT COVERED s g TOTAL- 2,604.88 S.F. (n GRAPHIC SCALE 37.5R LOT COVERED g { 20 0 10 20 bQg; LOT AREAC , WELLS,SEPTIC,g CESSPOOLS AS SHOWN HEREON WERE 6,953.31 S.F. C'�' C (`:L„L" q"`{.•'?,` r`,;:5,,,• d �;.A'� FND NOT OBSERVED AT THE TIME OF SURVEY. THEY ( ) MON WERE OBTAINED FROM DOCUMENTS OF RECORD AND ryy 03we S�` +t 1` ffi SHOULD BE CONSIDERED APPROXIMATE. IN FEET 1 inch 20 tl *ALL ELEVATIONS REFER TO NAV1122'DATUMim TABLE 5.1 FASTENER SCHEDULE FOR STUCTURAL MEMBERS JOINT DE5GRIPTION NUMBER AND TYPE OF NAIL 5PACIN5 FRAM I N G N O T ES'. SIMPSON LSTA 30-156A. FASTENER RR RIDGE STRAPS AT EA. R ROOF FRAMING RAFTER. x S" f6" O.G. RAFTER. �O Rafter to To2 Plate Toe-nailed 3-bd per rafter 1. ALL FRAMING LUMBER TO BE GRADE STAMPED DOUOLA5 FIR-LARCH TYP. ROOFING OR Gellinq Joist to ToI2 Plate (Toe-nailed) ---Per Joist STRUCTURAL GRADE NO, 2 OR BETTER. - Gellincl Joist to Parallel Rafter Face-nailed 4-16d each lop 2. ALL EXTERIOR FRAMING TO BE STRUCTURAL GRADE GGA TREATED LUMBER. I" IN. AIR SPACE Geilin Joist Las over Partitions Face-nailed 4-16d each la 3. ALL SHEATHING TO BE AP.A. RATED, EXPOSURE I, 1/2" MIN. THICKNESS. Dollar Tie to Rafter Face-nailed PERIMETER PANELS AT EDGE OF ROOF d WALL CORNERS TO BE NAILED @ 4 4-bd er tie �� O. BOVE 1N5UL. 2 x4 COLLAR TIES AT Blockin to Rafter Toe-nailed 2-bd each end ALONG EDGES 8 6" O.G. IN FIELD W/ 50LID BLKG. UNDER ALL SEAMS. O.G. �" DOWN 4. USE SOLID BLOGKING OR X- BRAGING BETWEEN ALL JOISTS @ 8'-O" MAX. 5PAC1 BETWEEN RIDGE AND Rim Board to Rafter (End-nailed 2-I6d each end CEILING JOISTS. WALL FRAMING 5. PROVIDE DOUBLE FRAMING UNDER ALL POSTS d PARALLEL PARTITIONS. T012 Plate to Top Plate Face-nailed 2-I6d er foot 6. ALL FLUSH HP. CONNECTIONS TO BE FASTENED W/ RATED GALV. METAL Top Plate at Intersections Toe-nailed 4-16d I Ioints - each side CONNECTORS BY SIMPSON (OR EQUAL). + + + + Stud to Stud Face-nailed) I6d 24" o.c. + + + + 2` 10 G3Q%M n[ G°QM mum Header to Header Face-nailed 2-I6d 16" o.c. alonged es LAG BOLT NAILER W/ (2) EPWEEEMEl21D Hyi1 fl@m N N O 3/8"� x 4 I/2" BOLTS 32" O.G. 6�410�7��00�44 To or Bottom Plate to Stud End-nailed 2-Ibd per 2x4 stud 3-I6d per 2x6 stud (SLAZI 4-I6d per 2xb stud TYP. EXT. -- TEGO EA. R.R. TO 2"x&" NAILER Bottom Plate to Floor Joist,Band oist,End joist or Blockin c Fae-nailed per foot WINDOWS / 5L. GL. DOORS AS MANUF. BY MARVIN, INTEGRITY W/ /n11� FLOOR FRAMING IN5UL. GLA55, IMPACT RE515TANT � DESIGN PRESSURE RATED AS REOV � WALL (2"x4" BY CODE OR USE: STRUGTURAL PANELS FOR STORM PROTECTION- IN ATTIC Joist to Sill, To Plate or Girder Tae-nailed 4-bd er oist PROVIDE PRECUT, PREDRILLED PLYWOOD, 7/I6" THICK. SPACES) --- BrIcIpIncl to Joist Toe-nailed 2-bd each end INCLUDE ATTACHMENT HARDWARE: ; Blockingto Joist Toe-nailed 2-bd each end - - Blockin to Sill or To Plate Toe-nailed - each block 2 1/2" NO.& WD. SGREW5 @ I6" O.G. F/ 5PAN5 UP TO 6 FEET Ledcjer 5trip to Beam Face-nailed) 3-I6d each iol5t AND @ 12" D.G. F/ SPANS BETWEEN 6 4 & FEET. Joist on Led per to Beam Toe-nailed) 3-8>d er Joist 3-I6d BUILDER TO VERIFY � CONFORM TO ALL REQUIREMENTS. REVIEW OPTIONS Band Joist to Joist End-nailed er Joist WITH OWNER. Band Joist to 5111 or Top Plate Toe-nailed 2-I6d Iper Joist OPTION: PROV. I"x4" PIGTURE-FRAME TRIM (ALUM. GLAD) TO ATTACH 5TRUGT. ROOF SHEATHING Panels 8d 6" ed e / 6" field PANELS PREDRILL COVER LES / DETAILS)RDHAE, PROV. PLASTIC INSERTS TO PROTECT StructuralFROM W Diacionol Board 5heathin „ r 1"xb" or I"xb" 2-bd er support MAINTAIN I CLEAR I"xl0" or wider 3-bd per support ���'°� �� r.,•; FOR VENTILATION. CEILING SHEATHING NOTCH RR F/ Ou sum wallboard WALL SHEEATHING 5d coolers 7" edcle / 10" field G E O G R A FTEGO SHEATHING G� EA. JST. � 2- SIMPSON "H2" Structural Panels e>d 6" edge / 12" field T GONNEGTOR5 @ 16" O.G. Fiberboard Panels DES I G N C I I E I A (ONE EACH SIDE) 001MCp,❑�/I6" bd 3" edge / b" field 11 25/32" 8d 3" edge / 6" field " " AMERIGAN FOREST AND PAPER ASSOCIATION (AFff PA) R-30 INSUL. G J6 03-10-25 155UED FOR PERMIT C-gl2surn Wallboard 5d coolers -P ed e / 10" field WOOD FRAME GONSTRUGTION MANUAL FOR Hardboard bd 6" ed e / 12" field Particleboard Panels bd 6" edge / 12" field ONE AND TWO- FAMILY DWELLINGS. (2001 EDITION) PlocIonal Board 5heathincl TYR ROOF. TIES:: 1"x6" or 1"xb" 2-bd Per support SIMPSON "HT' 1'-4" 1"xl0" or wider 3-bd per support FLOOR SiHEATHING GROUND SNOW LOAD 20 P5F CONNECTORS @ 1611 O.G. U.N.O. "11 "X4" Structural Panels WIND SPEED : TOWN OF 5OUTHOLD 130 MPH (3 SEGOND GUST) I" or less &d 6" ed e / 12" field -greater than I" IOd b" ed e / b" field WIND EXP05URE CATEGORY B ( SUBURBAN, SEMI-WOODED) Dia onol Board 5heothing SEISMIC, DESIGN GATEGORY G I"xb" or I"xb" 2- per supportI -O, x O or wider 3-bd per support WEATHERING AREA SEVERE U.N.O. ROOF SHIINGLES I IGE SHIELD YES AsAsphalt roof shingles only. stl. min. 12 ga. shank w/ a min. 3/0" dla. head, fastener shall penetrate FROST LINE DEPTH 3'-0" l' 9 i:hrough the roofing materials and a min. of 5/4" into roof sheathing and shall roofin manufacturer and provide no less than 4 fasteners per strip shingle. TERMITE AREA MODERATE TO HEAVY Nailing requirements are based on wall sheathing nailed 6"' on center at the panel edge. If wall sheathing Is nailed DECAY AREA SLIGHT TO MODERATE 3" on center at the panel edge to obtain higher shear caipacities, nailing requirements for structural members shall be doubled, or alternate conne::tors, such as shear Plates shall be used to maintain the load path. WINTER DESIGN TEMP 11 s When wall sheathing Is continuous over connected members>, the tabulated number of nalls shall be permitted to be DOUBLE TOP PLATE reduced to 1-I6d nail per foot. RECENED NOTE: ALL CONSTRUCTION WORK SHALL BfE DONE IN ACCORDANCE WITH THE HEADER MAR REQUIREMENTS OF THE TOWN OF 50UTHOLff> AND THE FOLLOWING: CODE REFERENCE NOTES. AR 1 2025 O z FULL HEIGHT THIS APPLICATION/ PRO.JEGT WILL GONfFORM TO THE 2020 RESIDENTIAL -_` STUD ZONfNG BpgRB OFgp GODS OF NEW YORK STATE R305 Glazing at hazardous locations shall have glazing protection in conformance with r30,5. In general,glazing in all doors and fixed side panels,Glazings less than 60"above surfaces of tubs showers,etc.Glazing within 24" PALS ENGINEERED STRUCTURAL GOMPONENTS� AS PER ASGE -f0 arc of doors in closed position with sills less than 60"above floor.Glazings over cl square feet and less than lb" 1-4" x le, GAUGE HEADER TO STUD: above finished floor.Glazing near stairways/landings.See complete text of R308.4.blazing for specifics on JACK STUD GODS COMPLIANCE: locations and exceptions. STEEL GOLIED BY 51MP50N L5TA21 CONNECTOR THESE PLANS HAVE BEEN PREPARED UNDER THE 2020 RESIDENTIAL CODE OF NEW TYP. FLOOR STRAP NO. G50 W/ 16-IOD FASTENERS YORK STATE. ALL DETAILS AND INFORMATION HEREIN IS CERTIFIED BY THE R308.6 Skylights and sloped glazing shall comply with this section and have fully tempered glazing. JOIST BY SIMPSON LISTED DESIGN PROFESSIONAL AND IN COMPLIANCE WITH THE FOLLOWING: UNDER JO15T(12" R30q Garage opening protection and separation required to be as noted and in conformance with R30q.Garage END LENGTH) 16" WINDOW SILL I. 2020 INTERNATIONAL RESIDENTIAL CODE FOR ONE AND TWO FAMILY HOUSES floor surfaces shall be sloped to facilitate the movement of liquids to drain toward the main vehicle entry O.G. PLATE 2. 2020 NYS UNIFORM CODE SUPPLEMENT doorway. 5. 2020 IEGG BOX BEAM. STUD TO PLATE: 4. ENGINEERED STRUCTURAL COMPONENTS PER ASGE -1-10 U0.1.1 All emergency escape and rescue openings shall have a minimum net clear opening of 5.1 square feet. MATGH FJ 51MPSON "HDUS" UPLIFT 5. WOOD FRAME CONSTRUCTION MANUAL. 200 EDITION FOR ONE AND TWO STORY 24"minimum clear opening height,20"minimum clear opening width,44"max still height. FAMILY DWELLINGS CONNECTOR W/ A" DIA. 14 E NO DEVIATION IN GON5TIRUGTION PRACTICE FROM THE FINAL, IN5TALLED 5TAIRWAY5,HANDRAIL5,6UARD5 SHALL BE IN5TALLED IN FULL GONFORMANGE WITH THIER TYPICAL AT CORNERS 0 THERE SHALL B DOCUMENTS. RE5PECTIVE CODE 5EGTION5.ARCHITECT 15 NOT RESPONSIBLE FOR THESE IN5TALLATION5. OF BUILDING AND AT 0 REQUIREMENTS THESE DEVIATION R314 Stairways shall not be less than 36 Inches In clear width at all points above the permitted handrail height BOTTOM PLATE ENDS OF SHEARWALLS. A - MATERIALS SHOWN AND SPECIFIED ON THfESE PLANS HAVE BEEN CHOSEN BASED and below the required headroom height.Handrails shall not project more than e t Inches it either siail h the SUBSTITUTIONS PERFORMANCE DATA AND MANU BURDEN RERS RECOMMENDATIONS. AND stairway and the minimum clear width of the stairway at and below the handrail height,including treads and SUBSTITUTIONS WILL BECOME THE BURDEN AND REASONABILITY OF THE ' g CONTRACTOR TO VALIDATE THE COMPLIANCE WITH CODES AND TESTING s landin shall not be less than 31.5 inches where a handrail is Installed on one side and 27 inches where handralls 0 w PROCEDURES, INGLUDINO THE PRODUGTION4 OF ANSI TEST RESULTS , AAMA TEST are provided on both sides.The maximum riser height shall be b25"and the minimum tread depth shall be q" in 0a. C!11 U 1� RESULTS, ETC, conformance with R314.2.Minimum headroom b'-8'.All stairs shall be provided with Illumination in accordance with W 5ection R303.4.Enclosed accessible space under stairs shall have walls,under stair surface and any soffits w protected on the enclosed side with 1/2-inch gypsum board. U5.1 Handrails having a minimum and maximum heights of 34 inches and 38 inches,respectively,measured vertically from the nosing of the treads shall be provided on of least one side of stairways. All required C3 Z UH GENERA I �I o T ;� handrails shall be continuous the full length of the stairs with two or more risers from a point directly above the Ls ' �t top riser of a flight to a point directly above the lowest riser of the flight.Ends shall be returned or shall terminate in newel posts or safety terminals.Handrails adjacent to a wall shall have a spce of not less than 1.5 a' f-a � i. All electric work shall comply with the National Electrcce Code.. Electrician shall obtain fire underwriters Inches(38mm)between the wall and the handrail.The handgrip portion of handralls shall have a circular cross 0 N � ► A Z certificate for all electric work and shall submit to owner, (Provide all outlets and junction boxes required section of I-I/4 inches minimum to 2-518 Inches maximum.Edge radius of I/8". N a for all appliances,pumps,equipment, etc.Contractor shall rreview service requirements,all lighting,outlets, � En O 0 R316.1 Guards are to be a minimum of 36 inches(gl4mm) in height.Open sides of stairs with a total rise of more x fixtures,phone jacks,T.V. cable jacks,etc. with owner as r<equired for the full Installation and satisfaction g p .d � than 30 inches above the floor or grade. below shall have guards (each side)not less than 34 Inches in height UJ of owners requirements and code compliance and shall provide same. Architect is not responsible for 9 9 9 � d' w 'q [-+ electrical designs for this project in any capacity. measured vertically from the nosing of the treads.(second story guards are recommended to be higher) x C\2 2. All plumbing work shall comply with the National Plumbingl Code and all local codes. Contractor shall TYP. ANGWOR BOLT: E-+ 0 review with the owner the requirements for plumbing Installations including but not limited to fixtures,trim, R317.1 5i le and multi le-station smoke alarms shall be installed in each 51ce in room,outside of each separate " " TYP. HOLDDOWNS: % � � ng p p 9 p 5/8 DIA. 48 O.G. .. � occessorles,etc. and requirements for water service and idomestic hot water. Architect is not responsible sleeping area in the immediate vicinity of the bedroom,on each additional story of the dwelling,including GOORDIN)ATE PLACEMENT BY SIMPSON, H02A GONNEGTOR W/ 0 W 0 LU fora plumbing systems in an ca ocit . Contractor shall provide sanitary system in accordance with the basements.The alarm devices shall be interconnected in such a manner that the activation of one alarm will W/HOLD ].SOWN BOLTS. VERIFY 14-5D53 5GREW5 (OPT.) AND EXTENDED E 4 P 9y y p y p' yyr Z owners approved site plan and shall coordinate all inspecttions required for approval of some. And activate all of the alarms in the Individual unit.The alarm shall be clearly audible in all bedrooms over backround BOLT TYPE,EMBEDMENT,REBAR - z_ 5/8' BOLT FROM END WALL _ 0 surveys indicating final tank locations shall be by owners suorveyor.Gontractor shall provide surveyor with noise levels with all intervening doors closed.All smoke alarms shall be listed and installed in accordance with ETC. BEFCORE CONSTRUCTION O (SEE FIND. PLAN FOR LOGATINS) o z ,(0 information as required. the provisions of this code and the household firewarning equipment provisions of NFPA72. T)YP. 5UB-FLR. - TYP. 5UB-FLR. 3. All HY.A.G. work shall comply with Article 10 of the N.Y.5.Uniform Fire Prevention and Building Code and [� Energy Code. Contractor shall review all mechanical systemns with owner for type of system to be provided PORI.2 Wall and ceiling finishes not Including trim,door,and window frames shall have a flame-spread TT P. F.J. TYP. F.J. �5 4 (I.E.oil,gas,or electric hot water or air,etc.) including air conditioning requirements. Architect is not classification of not greater than 200.Wall and ceiling finishes shall have a smoke-developed index of not 1-4" x 1,5 GAUGE STEEL 1 �] x °° responsible for heating or air conditioning systems in any capacity. greater than 450. GOLIED STRAP WRAPPED 14 x 18 OAUGE STEEL a 4. Owner shall obtain any and all required permits prior tag allowing contractors to proceed with any of R322.A vapor retarder shall be installed on the warm-in-winter side of insulation. UNDER SILL AND OVER GOLIED STRAP WRAPPED V the work. RIOOH Masonry chimneys shall be constructed,anchored,supported,and reinforced as required in this chapter EACH STUD W/ 12" MIN. UNDER SILL AND OVER d 5. All site work including sanitary system,utilities,easementts. setbacks,elevations,drainage,retaining and the applicable provisions of Chapters 3,4,and 6 with applicable clearances to combustibles and STUD BEARING. NO. G518 EACH STUD W/ 12" MIN. ° walls,etc. shall be in accordance with a site plan prepared by the owners surveyor. The Architect is not firestopping. BY SIMPSON STUD BEARING. NO. G518 responsible for site designs of any type In any capacity. R807.1 Attic access.An attic access opening shall be provided to attic areas that exceed 30 s uare feet and Y SIMPSON 6. All work shall be performed by licensed contractors whiom are experienced with the type of work being p g q R-30 IN5UL. R-50 IN5UL. performed. All contractors shall ma"ntain liability insurance and workers compensation insurance In have a vertical height of 30 inches or greater.The rough-framed openinh shall not be less than 22 inches by 30 W/ VAPOR BARRIER UP W/ VAPOR BARRIER UP pQQ),DIM#°° 25-OOCI connection with all work being performed in project. inches and shall be, located in a hallway or other readily accessible location.A 30-Inch minimum unobstructed z headroom in the attics ace shall be provided at some point above the access opening.See Section M1305.1.3 a a z 7. All materials,systems, equipment:,fixtures,etc.shall be Installed in strict compliance with the P P p p g� manufacturers written specifications and installation Instructtions including all clearances for service,etc. for access requirements where mechanical equipment Is located in attic. TY'P. FND. / FTC. TYP. FND. / FTC. Cs b. All contractors shall warrant their work in writing to the owner for a minimum period of two years. - -- _ ° GRADE MIDCPRdo PROJECT5-25-00q q. The Architect shall not have con:roi or charge of and s means, and not be responsible for construction me , R808.1 Combustible insulation shall be separated a minimum of 3 inches from recessed lighting fixtures,fan motors, GRADE and other heat-producing devices or separated in accordance with the conditions sti ulcited in the fixtures listin a a methods, techniques,sequences,or procedures,or for safety programs in connection with the work or for P 9 p p 9 E><P. JT. d PITCH FINAL GRADE EXP. JT. a acts or omissions of the contractor,subcontractors or any person performing any of the work,or for the Recessed lighting Installed in the building thermal envelope shall meet the requirements of Section N1101.3. AWAY FROM WALLS TYP. PITGH FINAL GRADE failure of any of them to carry out the work in accordance with the intent of the contract documents 1n that DESIGN LOADS' 4" 3500 P51 GONG. SLA \\ AWAY FROM WALLS TYR said responsibiity 15 the sole responsibility of the contractor. IV 10. All exterior doors,roofing shingles,trim,siding,etc.shalll be reviewed and approved by owner. ° O II. All interior finishes including but not limited to walls,flooring, tile,etc. shall be reviewed with and lj ° in Y_ approved by owner. LIVE DEAD 12. All miscellaneous interior items including but not limited t:o doors,trim,fireplaces.closet shelving,kitchen 10 ROOF : 5Now LOAD: 2"x4" 2"x4" cabinets,shelving. hardware,etc.shall be reviewed with and approved by owner. 20 PER :I2 PITCH KEYWAY , a 04 KEYWAY a �a 13. More existing walls,posts etc.are removed it is the responsibility of the contractor to provide 40 10 DECKS / PORCHES- < a temporary support,shoring,bracing,etc, as required. b"xl6" 40 10 ROOMS OTHER THAN SLEEPING ROOMS FOOTING-` 30 10 SLEEPING ROOMS 20 10 ATTICS WITH STORAGE 10 10 ATTICS WITHOUT STORAGE 5 OF 7 i t � B B B A-3 A-3 A-3 5° 4X4 WOOD POSTS TO FBALCONY ABOVE BE FASTENED TO NEW b'-3" Lao mLa mo LaofloLao 18 0 CONC. DECKING �- - - - - - - 50NOTU13E PIER WITH I I PB66 POST BASE _ ' I I (TYP UON-CAST IN '51MP50N' �'�� � 'SIMPSON' Rill G30Li oOC3CE LQMI�(1`m 'SIMPSON HDQB TY I I PLACE ANCHOR) TYP. HDQB TYP. m HDQB TYP. 6�� 0 D g0� GX24 % 5068 SLIDER -_- -_ _- _-__- (2) 2X8 m (2) 2 HDR n 5TORA6E O HDR 'S1MP50N' iv = _ 1 LA ING I �Qo ri cv HDQB TYP. :t ® NEW 3°x 6H 1t) 2"xb'� FJ = `" 8 8 a N s Z I I I I � .ps,, ybsya Why = 1 II 4 x N 2x6 N Q / (N) 2"x8" RR 7Uq 2 x8 RR C1 t" ,� 2X8 LEDGER BRD W/ I d UJ 016110.0 ® I b" O.G I ti4; 011 o%' N " x 4" LA6 5GREW INTO RIM J015T I I'-8° STAGGER I6• / O.G. 2„x8„ G J I �. r - - - rrp. ® Ib" O.0 1N gA lu N UNFINISHED �, N ' GYP BD N STORAGE �c ALL WALLS I , ® I O d (a► ' GEILIN6 '�fi UJ I ( cv cn c Xcv cv cn I I N z GARAGE 03-10-25 1551JED FOR PERMIT I� II II ?- /_ NEW 2"xW FJ O "r� '71-211 4,-6" 36" HIGH CHILD f II II SAFE HANDRAILS A STAIRS TO A 2 x8 RR / (I� 2 x8 RR , I A PER R311 A-3 N LAV GRADE A_3 I IO.0 ® 16" O.G N r - - - - - - - - - - � STAIRS TO GRADE N ❑ PER R311 PER R311 - X CP can L o I I IPOROOM I I (2) 4x8 HD IL 151MP5ON' ► EXISTING e,1>0I I `SIMPSON' 'S1MP50N' HDQB TYP. I O.H. GARAGE I HDQB TYP. HDQB TYP. SIMMP50N'DOOR I b-3 61-511 L - - - - - - - - - - - - � r 11 I21-5" RECEIVED 70 MAR I l �; ONING BOARD OF APPEALS X I ST I NG I fi�ST �.00 o E 1) s E�oN 1 �FL o I11 R s r� o o F PL AN I ��• I/4. S I I V M / • I/411 I I�11 )sr��• O O A O 0p W O z LEGEND: a A 8" FOUR' CONCRETE NOTE: 0 Z = Z < FOUND +TION A' WALL. I. BOARD OF TRUSTEES APPROVAL NEEDED �' ^ r� Z D_ 2. DEC APPROVAL NEEDED 9'+ 2Ab" OFR 16" O.G. FRAMED 3. ZBA APPROVAL NEEDED O N 0-4 � A � WALLS CE 16" O. . w/ I/2" 4. PROJECT DEEMED DEMOLITION AND SUBSTANTIAL cc N � Q,' � a G.W.B. Ei.A. SIDE U1 Q/ IMPROVEMENT ►` ) O O 2"x6" OFF, 2"x4" WD FRAMED 5. HOUSE MUST BE RAISED AND ADDITIONAL FOUNDATION b L < NOTE: WALL5(�@ 16" O.G. w/ I/2" ADDED TO COMPLY WITH FEMA GUIDELINES --!4 W ­1 F" SMOKE ALARM TO CONFORM WITH R314 OF THE 2020 IRG. CARBON MONOXIDE G.W.B. Ei..A. 51DE 6. FINISHED FLOOR ELEVATION MUST BE 8 FEET OR HII&HER tit x CQ � }� I DETECTORS TO OF THE 2020 IRG AND SHALL COMPLY WITH SECTION ql5 OF THE 2020 E-+ ­4 O (� O U I V A T I ®N I�10 T 5 : NOTE: OSp SMOKE IDETEGTOR .. C''.1 U) LLJ WINDOWS TO CONFORM WITH R310.2 OF THE 2020 IRG WHERE APPLICABLE O O � I. ALL FOOTINGS SHALL REST O)N UNDISTURBED SOIL OF 2 TSF CO GDPRBO�RMONOXIDE FRAM I NC NOTES: E� ) CL BEARING CAPACITY, SUBJEGT' TO CONTROLLED INSPECTION. CONCRETE NOT 5• 1. ALL FRAMING LUMBER SHALL BE GRADED STAMPED DOUGLAS 8 RATED GALVANIZED METAL ONNECTORS BY "SIMPSALL FLUSH HOOD GONNEGTIONS !5HALL BE FASTENED NITOR � O 2. KEEP FOOTING BOTTOMS WELL DRAINED UNTIL FOOTINGS ARE EXHAU51T FAN MIN 75 GFM FIR-LARGH STRUCTURAL GRADE NO.2 OR BETTER. coW In APPROVED EQUAL. IN PLACE, PUMP AS REQUIRED). I. ALL GONGRETE WORK SHALL CONFORM TO AGI 301-qq; -.!4CONCRETE SLAB5 SHALL BE 5500 PSI STONE CONCRETE; ALL ADD TOPP PLATE AS 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I. 5/8" MIN. 3. CONSTRUCTION JOINTS IN FOUNDATION WALLS SHALL BE NO REQUIRED TO MATCH Cl. PLYWOOD SHEATHING TO BE NAILED WITH 8D @ 4" O.G. � x °° EXTERIOR CONCRETE WORK SHALL BE 4000 PSI AIR-ENTRAINED. THICKNESS OR AS NOTED. a MORE THAN 50 FEET APART .AND NO LESS THAN 4'- 0" FROM ANY ADJAGE=NT WALL T.O.W TO EXTERIOR EDGES AND 6D @ 12" O.G. INTERMEDIATE. o SLABS ON GRADE SHALL BE NORMAL WEIGHT CONCRETE. O� ., PIER. REINFORCEMENT SHALL_ BE CONTINUOUS THROUGH BE q'-0"" a CONSTRUCTION JOINTS. DO NOT USE HORIZONTAL CONSTRUCTION 2. ALL REINFORCEMENT SHALL BE DEFORMED TYPE 3. ALL 5UBFLOORING TO BE APA RATED 5TURD-1-FLOOR. a JOINTS. INTERMEDIATE GRADE NEW BILLET STEEL GONFORMING TO ASTM EXPOSURE I. 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD TO 10. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND 4. SLABS ON 6RADE SHALL BE PLACED BY STRIP PLAGIN6 A-615 GRADE 60. I NT. FINISH NOTES BESET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD STUD WITH GALVANIZED HURRICANE TYPE H7 CONNECTORS BY METHOD (MAX. WIDTH 30 FT. IBY INFINITE LENGTH) WITH CONTROL 3. TEMPERATURE REINFORGEMENT, SPLIGES, SUPPORTS FOR SUBFLOOR TO FLOOR JOISTS. "SIMPSON" OR APPROVED EQUAL. I - ALL SPACES WITH AREA OF I WORK SHALL pG3OO eIJC�C�`t�#o 25-ooa JOINTS (SAW GUT) MAX. 30'- 0" O.G.; GON5TRUGTION JOINTS SHALL REINFORCEMENT SHALL CONFORM TO REQUIREMENTS OF AGI-315 RECEIVE (1) GOAT OF PRIMER A1ND (2) GOATS BE LOCATED ALONG LENGTH OF PLACEMENT AND AT ENDS OF MIN. OF INTERIOR LATEX PAINT I BY 5HERWIN 4. ALL HEADERS 6'-O" AND OVER SHALL BE SUPPORTED WITH SERIES I. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI 4. CONTINUOUS REINFORCEMENTS SHALL BE LAPPED 48 SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL PLACEMENT. DIAMETERS AT SPLICES AND CORNERS AND HOOKED AT NON- WILLIAMS OR APPROVED EauA>_L. (COLOR BY DOUBLE UPRIGHTS, a'-o" AND OVER WITH TRIPLE UPRIGHTS. ALL OWNER) HEADERS SHALL BE A MINIMUM OF 2-2X8 OR AS SHOWN ON JOISTS, GIRDERS AND HEADERS SHALL HAVE BEARING Q%P L��LGA PROJEGT5-25-OOq CONTINUOUS ENDS OR EXTENDED 24 BAR DIAMETERS UNLESS 2 - ALL CEILING 5URFACE5 5HA'�LL RECEIVE (1) STIFFENERS INSTALLED AS PER MANUFACTURERS OTHERWISE NOTED. DETAILING OF ALL REINFORCEMENT SHALL LAYER OF 112" GYP. BO. W/ (1) GOAT OF DRAWINGS. BE IN AGGORDANGE WITH AGI SP-66. (a&) PRIMER, AND (2) GOATS OF SHHERWIN WILLIAM5 RECOMMENDATIONS. WEB STIFFENERS SHALL BE REG2 D AT ALL OPENING SIZE LOGATION HEADER SIZE MINIMUM BEARINO INTERIOR LATEX PAINT, COLOR 'TO MATCH 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1-5/4" LVL 5. PROVIDE TWO #6 ALL SIDES FOR OPENINGS IN GONGRETE EXISTING. FLOOR BEAMS AS PER N.Y.5. CODE OR AS NOTED @ 8'-O" O.G. RIM JOIST SHALL BE REO'D AT FLOOR PERIMETERS. HANDLING, LE55 THAN 4 FEET EXTERIOR WALL (2) 2X8 SINGLE JACK, AND KING 5TUD5 WALLS UNLESS OTHERWISE NOTED. EXTEND BARS 2'-0" BEYOND 3 - CONTRACTOR SHALL PROVIIIDE a: INSTALL STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER OPENING; HOOK ENDS. ALL STANDING AND RUNNING TRIM. PRIME $: PROVIDE 2 AIR SPACE FOR AIR CIRCULATION IN ROOFS.4 FEET TO 6 FEET EXTERIOR WALL (2) 2x10 DOUBLE JACK, AND KING STUDS PAINT 5HERWIN WILLAIM5 SEMI-(-CLO55 FINISH MANUFACTURERS RECOMMENDATIONS. 6. PROVIDE SLEEVES AND BOX OUT FOR OPENINGS FOR (DOLOR BY OWNER). OVER 6 FEET EXTERIOR WALL SEE PLAN SEE PLAN MECHANICAL TRADES. OPENINGS SHALL BE PLACED SO AS NOT 4 - COORDINATE FINISH OF ALL_ DOORS WITH 6. DOUBLE FRAMING AROUND OPEN ING5(skyIlghts,5tolr5 etc.) OR AS 12 ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF I/2" DIA. LE55 THAN 4 FEET INTERIOR WALL (2) 2x8 SINGLE JACK, AND KING STUDS TO AFFECT THE 5TRENOTH OF STRUCTURAL MEMBERS. OWNER. NOTED ON DRAWINGS. . 5 - COORDINATE FINISHES FOR ALL COVER MACHINE BOLTS 12" O.G. 4 FEET TO 6 FEET INTERIOR WALL (2) 2XIO DOUBLE JACK, AND KING STUDS 7. BEFORE PLACING CONCRETE, GONTRAGTOR SHALL SUBMIT FOR PLATES WITH OWNER 7. DOUBLE UP FRAMING ON ALL POSTS AND PARALLEL PARTITIONS REVIEW A COMPLETE SEQUENGE OF PLACING SCHEDULE. 6 - GOORDINATE FINAL FLOOR FIN15HE5 WITH 13. PROVIDE FIRE5TOPPING AT ALL LEVEL PENETRATIONS. OVER 6 FEET INTERIOR WALL SEE PLAN SEE PLAN INDIGATING ALL CONSTRUCTION JOINTS, TIME SCHEDULE, AND OWN OR AS NOTED ON DRAWINGS. GUARANTEE OF CONTINUITY OF CONCRETE SUPPLY. 14. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS, SPACING NOT TO EXCEED 8'. 4 OF 7 NEW ROOF ASPHALT SHINGLES RATED FOR 130 MPH WIND NEW ROOF A5PHAILT SHINGLES 5TANDIN6 SEAM EXPOSURE BY GERTAINTEED ON RATED FOR 130 HPH WIND ROOF COLOR #30 FELT PAPER OVER I/2" PLY EXPOSURE BY GE}RTAINTEED ON SELECTED BY WD SHEATHING. #30 FELT PAPER OVER 1/2" PLY OWNER T.O.WALL HD SHEATHIN6. T.O.WALL 12 12 �_ ELEV. 20'-O" L� ELEV. 20'-O" �QG�I LQo�oQ° o 4� ��4 3 11 COMPOSITE TRIM 9 TYP. ____l ul J y Y. ' LaG3C�G704�C�4 HARDIE PANEL VERTICAL SIDING J LJ U iI ME DMIK1Q)m LW MMG e o 0 COLOR SELEGTEDP BY G30M�G3[n1LQD9 M�7 �g0i1 3 " CON1POSITE TRIM OWNER I 42" HIGH CHILD MI.TRM&M TIM• � � p, I I HARDIE BOARD SAFE HANDRAIL5 6 GOL CORNER SELBOARDS EGD> BY � I GXI35 � III PER R311 Q3 1�C�n n�o 13 13 OER l WN ILI 5TANDIN6 SEAM r , ROOF COLOR } SELECTED BYLl T.O.WALL �_ OWNER - ELEV. 8'-8° HARDIE: BOARD ELEV. -4 -. _ IL CORNEIR BOARDS -- — COLOR' SELECTED BY I'=1" I I J L HARDIE BOARD OWNER, I I CORNER BOARDS , STANDIING SEAM -- - - 5TAIR R5 TO GADE COLOR SELECTED BY OWNER F COLOR PER 311 ROOF , ..� SELECTED BY OWNER-HARDIE BOARD l HARDIE BOARD PERFECTION SHINGLE ly PERFECTION SHINGLE COLOR' SELECTED BY -_ COLOR SELECTED BY yl OWNER', T.O. GRADE Ah T.O. 6RAD�E WN OER a n o ELEV. I'-2" ELEV' I -2 GRADE 36" HIGH CHILD I ( I I ORAQE 05-10-25 155UED FOR PERMIT �j ELEV. O O SAFE I PER R3ANDRAIL5 I I I I ( ELEV. O'-O" I I 5TAIR5 TO GRADE - _ J PEP, R311 D= ?oi�osED FRIINT E L�El/,6,�T I O N NEW ROOF ASPHALLT 5HIN6LE5 P RATED FOR 130 M1PH WIND I EXPOSURE BY CER2TAINTEED ON #30 FELT PAPER COVER 1/2" PLY RECEIVED T.O.WALL 12 12 �_ WD SHEATHING. I li it ELEV. 20'-0" MAR 1 ? 4 ELEV. 20-O T.O.WALL 202 4 u' `�� HARDIE PANELY y y 5 yY. Y y VERTICAL SIDING ZONING BOA COLOR SELECTED BOARD OF APPEALS U J OWNER Lj HER HARDIE PANEL 7_1 HARDIE BOARD SIDING 42" HIGH CHILD - -- CORNER BOARDS COLOR SELECTED BY SAFE HANDRAILS 12 I $ 8 OWNER PER R311 COLOR SELECTED 14 42" HIGH CHILD GX135 GXI35 GXI35 L 6 SAFE HANDRAILS J ROOF COLOR SEAM PER R311 � I I � i SELEG Y 13 TED B I I I OWNER u 1 T.O.WALL X- ly� T.O.WALL �- ELEV. B'-8" ELEV. B'-8" _y - HARDIE BOARD --- - -- - - �---� � - - -, - IF I _4 CORNER BOARDS i COLOR SELECTED) BY A 81 A 81I ILO -� OWNER - I y 3 " COMPOSITE TRIM �i TYP. L E-4 HARDIE BOARD HARDIE BOARD / GXI35 GXI35 O W PERFECTION SHINGLE PERFECTION SHINCaLE 0Ll U Q L COLOR SELECTED BY COLOR SELEG BY \\ J T.O. C--vRADE -- OWNER \ w W W . •-1 Z \ � ELEV.. I 2" p-+ 0.A 4 ,y 0 GRADE GRADE lS� ELEV. 0'-0" ELEV - . O O" W .,..4 Z _Q DOOR I I-- -� — SELECTED OWNER - C) P-4 EE-4 Z } BY N A w U� coo n u fi' ?O OSD�D7 REAR ELEVAT I ON PROPOSED LEFT ELEVATION �, x C, . 4 E Q._. HOLD DOWN CONNECTIONS (REQUIRED AT EACH OVERHEAD GARAGE DOOR JAMB) 4" V. TH ROOF REQUIRED AT EACH BUILDING CORNER) w E­4 E-4 o �- SECOND FLOOR ATTACHMENT orl w x (REQUIRED FOR ALL NEW CONSTRUCTION AND SECOND FLOOR ADDITIONS) [ U) ATTIC a 'SIMPSON' HD08 POWDER ROOM ❑❑a � COMMON G� NAILS @ 6" O.C. 'SIMPSON' HD08 a \ e I o FOR FULL LENGTH OF STUD 2-16D COMMON BLOCKIIN i NAILS @ 6" O.C. 25-OOq I I I!2"I ° p a @ ENDVNAL i� FOR FULL LENGTH 2 pG30JCC�4#o OF STUD I LAV. BLOCKIN @ ENDWAL ii I W G I F.A.I. ii WAD CFOKE-0 PROJECT5-25-00a SECOND FLOOR 'SIMPSON' HDQ8 a DG3LaM9�MCA#o OR 'SIMPSON' PHD6 °< u a ° ° co I G.O.G.O. TO EXISTING APPRFIRST FLOOR ATTACHMENT ° ° 4" SANITARY LINE XHGI SEPTIGOS SUTEM (REQUIRED FOR ALL NEW CONSTRUCTION AND FIRST FLOOR ADDITIONS) 7/8" DIA. THREADED ROD EMBEDDED HOUSE TRAPV_A\ ALL STRAPPING, ANCHORS, HOLD DOWNS, 12 1/2" INTO CONCRETE W/ 'SIMPSON' ET &; ADHESIVES TO BE INSTALLED AS PER (HIGH STRENGTH EPDXY ADHESIVE) & FOR MIANUFACTURES SPECIFICATIONS. TEMPERATURES (0 DEG. TO 40 DEG F) USE � I N� Rl�_51ER�111A&RAM� HOLD DO��N GONNECTI O N S 'SIMPSON' AT (HIGH STRENGTH ACRYLIC ADHESIVE) 5 SGALI� I/4" • I'-0" SGh1.E: NTS 5 OF 7 QDC�G��4C�C�`t� �9� G30GQ[�Oo[ C LQMC <�nIMC 10 O-O ix� ruKLviry G3�M�G3C11�LQD9 [nl�'T 9 9 JO9 PAINTED WHITE ® 16" O.G. 639 oa�DoO��� 2x12 PT RAFTERS / (3) 2XI2 GIRDER / 1, I6 O.G. 2x12 PT RAFTERS PAINTED WHITE PAINTED WHITE W PROPOSED W I (3)2XI2 PT GIRDER .':. "'� p Ca PERGOLA SEE SECTION AND (3) 2XI2 PT GIRDS rr EX. HOUSE Q EX. GARAGE N A2 N O NATION ON P%b 0 EA POST fq X ------ &I WOOD 8 HOOD N COLUMNS TO 1 m I COLUMNS TO BE WHITE TYP. BE WHITE , •L, ._.. TYP. 'A ,. .. Y / 6X6 PT (5) 2X12 GIRDER / IL POST bXb PT POST ap 6X6 PT POST BGS Post G 'fYP. nn nn 4X4 WOOD P05TS TO BE I N V EE E111 I FASTENED TO NEW 18" 0 GONG I I I I 03-10-25 155UED FOR PERMIT I I I I i I I I i 50NOTUBE PIER WITH PB66 I I I I I I POST BASE (TYP UON-CAST IN 10'-011 I I I I L — J � - — -' �" — PLACE ANCHOR) TYP. — -' L — 101_O" AN A7 PERGOLA ION 117 F'IERGOLA S�GT I ON I SEG71 ON SGI41J=: I/4" •� I-O" � SGAI..E: 1/4" • I'-O" SGALEi I/4" • I-O' � � 1 SCALE. 1/4" I-O U RECEIVED Floor sheathing MAR 17 2025 W diameter nailed at 6'max. H threaded center to Joist qp 2XI0 RIDGE. rodod with with nuts with hoedown pEAIS T.O.WALL and washers a--Continuous dashing 2OMNG BOARD OF ELEV. 20'-O"' (per code),not shown 0 0 6-0" HIGH 2" PVC PANEL COMPO51T 5101NO EX. GARAGE-- Nl'• 15# BUILDING PAPER Floorloist Deck 13172 I/2" OSB SHEATHING (Solid I )sor joist 2x4 STUDS ® 16" O.G. _ _= A 2 X 10 CONT. LEDGER OUTDOOR BOARD dJ / DTT2Z Installed as a Lateral Connector for a " T8 G PLYWOOD ® 16" O.G. Tf<G FLOORING B ' 2 X 6 RR Deck-to-House Lateral Load Connection iT SUBFLOOR TYP `r " For more information on this connection,and DOUBLE FJ ® BALCONY TYP. installation instructions,see technical bulletin T-DECKLATLOAD available at www.stron tie com � T.O.WALL —ji ( g ) TYP. MIN 12" OC 2"x8" FJ ® W, 0. . 1 ELEV/. b'-8" ADD 2X4 CRIPPLE ® \ \ 16" O.G. ATOP OF j 1_q�l Post 2 x F ® 2 O-C-- O 6 -O EXISTING 2X4 WALL. A L O WAL 5 d \ � '/ — - — ALL HALLS YHAL 4 EA-+ L. 1`4 AT OUTDOOR SHO��E-R CEILING Decking CEILING 0 " 6" GONG SLAB ON _-- - 6" GONG SLAB ON O W GRADE 3,500 P51 iA � � \ � °o °0 2' � � � GRADE 3,500 P51 t'} U � COMPOSIT 51DIN6 GONG. W6X6 10/10 GONG. W6X6 IOAO W tY Z _C) WM 15# BUILDING PAPER W 6 MIL VAPOR BGS Post Gap = ---�- WWM 6 MIL VAPOR W A1/2" rn 055 SHEATHING BARRIER ON 6" '• - 2' BARRIER ON 6" a �., < 2x4 STUDS ® Ib" O.G. COMPACTED GRAVEL Wdiameter GOMPAGTED 6RAVEL En <L' } T.O. GRADE machine bolts or Rim FILL ELE . I -2 Joist FILL � Z `"I _L Z __t V/ threaded rods with �olst 11J GRADE �_ - I I ELEV. 0'-0" nuts and washers �,,, <C >-+ EX. 811 POURED I I EX. 8" POURED 1; Ex-+ Z au GONG FOUNDATION L — J GONG FOUNDATION I H N ' A M TO REMAIN TYP TO REMAIN TYP U� O 1Z DTT2Z Installed as a Lateral Connector for a Dt H Q Guardrail Post. ,.d U For more information on guardrail post connection Q; W .-a and installation instructions,see technical bulletin �+ x CQ jl T-GRDRLPST(available at www.strongtie.com). t\2 E-+ r 4 O SECTION SECTION o = o m cn SCALE- 1/4" ' I'-O" � SCALE: 1/4" ■ 1'-0" or- �r-- E 4 E-4 O x ao � a � a a a 25-00a CAL° oD MR-3 PROJEGT5-25-OOQ D� W/1,1UU�LN�#o A3 6OF7 dCC�G� lao Elmo Lao�oLQo LaG3gmHUIOU -04 / 12 LU all TQ - Aa., I J u ( TO GRADE A I I \ I 'I � .y.•�• �. + FRONTL J -m- 0 fi='fi�O�OS�D F 1)N T E L.�V�T 1 O 2 PROPOSED IRIGH7 ELEVi6%710N ScGI�LE: SCA 03-10-23 155UED FOR PERMIT RECEIVED MAR l % 2025 ZONING BOARD OF APPEALS / \ 12 12 12 / 5 _ I LJ I fl -= 0 I II I __ FINISH R _ FINISH FLOOR 0 --_- ELEV. -O II -- ELEV.g'-O`�� I E===== i 11 -- I I -N ELEV.I'-2' q._T.. I I I I YEAR il'-10' I � II_IO" LEFT .I L J L J L._ L w v O z O O 0 W ED REAR ELEVAT I ON i�i�Oi�OS�El L_��T �L.�V�T 101� . � U � SG/�tLE: I/4' • I'—O" � SGAL.E: I/4" � I'—O" � W W • •--� w UE--4 U) O O LU Fw�1 � Q C\2 w ,.,� O (1 1 oo O = O U) O Hr- E-4 CL a OL � a � O w w a a pQOJCC�4#o 25-00q C�L°QD G��L�Co PROJEGT5-25—OOq DG3GQM9n ��lC�#o I 7OF7 i BEARINGS SHOWN HEREON ARE '9YMDOL LEqEN _9 BASED ON LIBER 12568 PAGE)951 (, MONUMENT NO Q MANHOLE TEST HD Oar^ 0 I.P./I.B.FED 'A'-INLET ' STRFE HRUB ® I.P./I.B.SET SHRUB'B'-INLET ® Tom•SOT EI£VATIONS YARD INLET • GO ARD <" UTILITY POLE YARD INLET A W'R AND F AG )4 �-- D'UY WIRE M ELECTRIC METLR CANT.CANTO FVFR ^ J " 4 UTUTY POLE WAJOHT ©GAS METER FE.FENCE ��l ;'0'•'", Y{'� j LIGHT POLE ®WATER MF-ER MA&MASONRY S u 4 SIGN A GAS YA!Vr PLAT.PLATFORM ,� . 'Y'..J —o— PVC FENCE(PVC) WATER V.ALJT W W,WNODW WELL �— S70CKAOE FENCE(SM) B/W BAY WNCOW —x— CHAIN LINK FENCE CIF O/H OVERHANG ( ) C/E CELLAR ENTRANCE a t+. WRE FENCE R/D RODE OVER qq TIRE HYDRANT D.C.DEPRESSED QiR9 A/C UNIT a^ f a @ 0 CROSS CUT G.C.L.GENERALLY L+.:'NE A STAKF ,( 2 -A ON LfN,' R.O,W.R!C1+'f OF W,Y P( y 0�[8 a r U U U } w5L1 m -D FLOOD INFORMATION (FOR HEALTH DEPARTMENT USE ONLY) a �8«g oe �-m REGONSTRUGT ► 2 MY GRAPHIC P'LOTmNGONLY,THE PREVIIIES 18 LOCATED IN FIRM ZONE"X••(AREA OF EX(ST STOOP MINIMAL FLOOD HAZARD)AND IN FIRM;ON AE(ELF A6 PER MAP NUMBER W03=110-I, —�A����1"•••• ^ i_ c� 5 a i EFFECTIVE ATESEPFEMDER P5,l007. HOFIELDSURVEYINGWASPERFORMEq TO G 7" �� !NI " OC DETERMINE THIS ZONE.AN ELEVATION GERTIFIGATE MAY%F NEEDED TO VERIFY THIS I�'5 SF �j v 1 iO�1 D83 EYINATNSN OR AI'NEV FOR VARIANCE FROM THE FEDERAL EMERGENCY MANAGEMENT 6 r�� 0 9 �pL REGONSTRUGT y V� e 56 2�0 07 rO-f�Ih EXIST STOOP o R la.s SI= F�S� ''� • ° 000000a emu- 1R,INStCTS c + 11DAL WETLANDS BOUNDARY,AS - REGONSTRUGT� 0� NEATER BY EN-CONSULTANT -- - -^-- -W W W W W W W Jgi. wti,, c•,7, @ 0 EXIST Of Im STOOP/� `y, •''J^'`e`h'-R�`.f�~.T�f��"y ' ."'��t 1}gF /7 ..1.•R NN NN NN N N N o 0 0 0 0 0 WNNNIJ.O S` ` \\ k�TO E 4:11 N Qn 7 y�T '�' •i' •„ LME DF COASTAL BARRIER O N N_ ° �' ;L„ ! 1 '!+'S� ,•, C \`__---- --j'-S IQ_1R( SYSTEM AREA o 0 0 n 4t aY :t '>: „,f G't4 {C •� Ws.eeT 11/161r9B0--------.--- MAINTAIN NON-TURF ! GRASS d x, AREA � �� `YA�v�/i AREA f' / s;af .i � ��� �:' 62 ,roA 7 0. OT 7�'� �y+ 18 pME RED p �3 — In 5n ° i ,t`Y w:1 `; T11 �g PR7�PWPfER •mil } a\ Z .><. y Lei ESDENCE 3 40PUBu Q) I z RECEIVED h cA �a ao� j G3 �tF/ °gS'',;( ,,.:.� eaP'v 5.('Or� 5 pR1 V(5181f MEN" _ Y syC ND coRp p � ° D 8 v 5 MAR 0 3 2025 NO A C- 9 0 �gb b• /` ,o�' EX. OA E F ZONING BOAR®OF APPEALS { 'Gp5 '/� /SN' 0 ' PME REgDEkD IF3 (n .p o / 3�5 PRIVPWP�R t� O / 0 � TIT WT 171 ` /xJ •� 1:4 H TAX iaT CE E RE51DE11NUE FRAOAK1'r! Egg A �• y / a �3105PUBUC WAS `T � If + 0 II TAIC'AT° t o RESIDENCE 3 ` O N N / AMpRIVAm R# y r,/ O 0 U E Py4°� OC R N1r / /rz $A�A #ZppUBUO WA 4 ,A T f LE 0- CIS Z O F a /S+ P NOT n ,cAu Q O p g �B A� ` �65 gi D `. .. Mam su+3.7 u_E LOAu 00 x O � 3 g � A 5 NE SWD Fa M () K / YN' O N w g j WATER IN N PALE BROW C/) of A. �P� g�` OAS ED r g wav Cp.1 WTI /t �L F�F+ t9�'� o o I=r a I A1AE SIDEpNUE ( s ��Tj Y,�(V l6� ts' � OPKI-P' g�g� #3145PUBU C W �- Cp. t WATER ENMPRERm cQ TAI DTI E8_tACE 2.s'BE"S q FACE J Y 9 n -� f22D PGICN`11ECTCN MCDON 10/ /LD OSCIENCE �/ LLJ RE'ToIP�BUC WA O z 0 w !l i p Q � z ! ' M O �i t4 ►FND DUILDADLE LAND NYSJEC 0. z Q AREA ADIACEIIT AREA Z ZSRa ,1 LOT AREA LOT REA O Q � � i T�LOT RESIDEN NUE 6.953.31 S.F.- 0.16 AC. 6,953.31 SS -0.16 AC. Y N Q FRAME �M1 A (SIBISc j Q Uo g BUILDING 1,202.95 3325,nC pR QR pOCUMFJ� BUILDING- 1.202.95 GARAGE 301.30 Q C) y 9 g i•, j} O SEP REC PLT./STEHi 94.33 _j ,I 110 VPUABIE LOT CLEARING AREA GARAGE 301.30 BRICK NIALK(S) N Q I WO P VERHANG(2.6x6.7)-17.42 PATIOS)-952.07 Q 6,953 S.F.- 0.16 AC. 2 L� .' ✓, -� ` 3. 36.70 S.F CLEARED OVERHANG(1.144.1)- 6.15 LL , t OVERHANG(2.5 fi.7)- 17.42 ' 1 1,521.67 S.F. CONCRETE—30.66 U) O N 55X LOT CLEARED P r 21.9%LOT COVERED TOTAL 37 5X LOTICO.88 S.F. V) 2 � �• ED GRAPHIC SCALE �`. r" 20 D 10 20 IFS L11T AREA K .F': _`'� .N$��.. 6,L53.31 S.F. „2`w� r FWD WELLS,SEPTIC,k CESSPOOLS AS SHOWN HEREON WERE 1 a a d F - 4 r �'~• MON NOT OBSERVED AT THE TIME OF SURVEY. THEY WERE OBTAINED FROM DOCUMENTS OF RECORD AND IN FEET ) SHOULD BE CONSIDERED APPROXIMATE W 1 1 inch 20 ft *ALL ELEVATIONS REFER TO NAV 188'DATUM da }//�I� I ` L I �u1J ��' l��l} . o9C�.1�� !,N 60 ® ® . re.cs AD l a I to I � +M .a za►q mem b4cs /f/L/a(a aDnoj*3„<s -off 60, 45 PROPOS ED 1 `b 1 �7 d�@ o E@u c o c�• .W 79,9 as tcG 2:i YS. 7a. i ,.:�,i Q�L3'6CJ04C�Z�4 4J,S.1L' 059 xm7 5C 2t,.......... 41.., 6C �9N G90O QGJOO G3CS QM¢IUINJG ... ... ,.., ..., .,.. .a 99@709 6 C;:s4t 3,9199 2075 4¢.,, T4 �.. ;V .�.'<.,, �9 57,0 90 0 MEW RENOVATION TO THE LCiS�.sn z�,uDe. zc; .LS To 25• 34 ➢,. �f��vs � n zc4Tf m nF,e's vas",r'�m ry d�e-xd v fra[T�rdz shai D2 s�.l �Fc re ";e oj! :'an �#�� .;9 y / 'S' % r" l,+'3 �•' i . .k 4 t, 9..r'�rM,c-,-- G.- .F,•�-�/ -v.r.u�.d. � lv - '..t.v���3-,._., s�, d ��. RESIDENCE Y�•�,'c,�+. x 05 ,s . aj0 PIER LINE DRAWING r_bo' 3121 OAKLAWN AVE . STORM DRAINAGE GALG: � 1 I. T4INOFF G�FIGHAS, [�[�I7 I7I�SOUTHOLD NY 11971 ROOOF T=10 NON-TURF �c�JUVLSo LANDSCAPE=0.20 ILAYN 2 FRONDE STORAGE FOR 2'RAINFALL•JbT 12-13-23 ISSUED FOR PERMIT RooF ORAINASE ca-cu_nn"'r 03-24-24 REVISED PER TONN COMMENTS I. ROOF AT w VRAI f A fLPl, < 04-Ob-24 REVISED PER TOM I4 5F.ROOF x Z xl 241 COMMENT 2.ROOF AT GARAGE ORAINASE AREA U.P1 RECONSTRUCT NEW STORM DP.AIN 3c0 5F.ROOF x"x I 50.1 08-29-24 REVISED PER BOARD OF J61EXIST STOOP �,{� N Sd TRUSTEES COMMENTS S.PAVER AREA PATIO A 5TOOPS NPI, 19.5 SF 'a x RECONSTRUCT 1021 5F PAVING x J61 x I nl dP V '2 - ` EXIST STOOP 0APPROVAL 9 REVISED PER DEG 4 LANDSCAPE AREA MA RX15T 5TRUGT r4 G 5'^ /r I95 SF 02-21-25 REVISED PER FIELD 4p145F LANDSCAPING x.161 X 3 = 135 EXIST STOOP ,y�P .1 CpNDITIONS 15.0 SF ems•' TOTAL 603J sv y,OG ;ogt S j t'+" ��'�?' — ` Ob-29-25 RE 1v 5ED PER IA SY3-25 UPDATED LOT�STEM I DESIGN Uf (21 12'VIA x W D�STORM FOOL MAINTAIN GRA55 AREA \,2 ,+ �' - .- 01-25-25 REVISED PER TOkN W OPEN 6RATE 403b x 2 •60'12 3b0 5F /�/�/f \ ,a.,x,a• •`••� ,/ '� y � ;"\ __40r. ---------- AND O'i-03-25 REVISED BASED ON ZBA n i t y, /,4. •:u' \ TRUSTEE FEEDBACK II-22-25 REVISED BASED ON ZSA APPROVAL DATED NOVEM13ER 21, AREA a �/ :! � I o �155E OF EXTERIOR WALL-S-�4ND 100:5 _ 2025 s,.::z / '®/ ;G I y NY � " •-. ` - 01-05-2b REVISED BASED PER OF+ROOF REPLACED ® ` BOARD OF TRUSTEE'S COMMENTS 3 PAVER !S' POSED 11 LF PLUS STANDARD i ALL °, �� ap/ 3 LO PROFILE INFII�TRAGTOR(TYP.3) MCI *'1 RETAINING WALL 9y`f �tr 6s� •. arA°° ATED 35 LP RET�INING WALL RELOCATED EXI5T -BELGIAN CURS �,'•' I � n � '° .<,-f (45'S"L x 60'H X 10"W) �+ V f`• l a� Aa1s I EXISTING GARAGE ` I / 3 ••"y� TO BE RELOCATED -_ 'u/� /h� //�.!('�} NEW STORM D � � �i N - 9• 1 AND ELEVATED 18° •" � �IAN V-:�O`./ ZONINGBOARDOFAPPEALS Ila BELGIAN CURB DETAIL Gy O 7 d/ I N.TS Q(�• z I f I i � p W N � I__ LQ PIO T i� w z 0 Z Q i �mK LL o>d W z H o $ 91 a H I DRAAW I N6 INDEX INITIAL LATEST I DNO DRAWING TITLE ISSUANCE REVISION NO./NCE DATE 6 iEX II STY DI•ELLING 1225 SF TI TITLE SHEET,GENERAL NOTES AND PLOT PLAN 12-13-23 I 0I-05-2b SPI SITE PLAN - 09-20-24 23-024 TOTAL WITH INTERIOR ALTERATION 1225 SF FX LOT L�/FRP.GE EXI GROUND FLOOR PLAN-EXI5TING 12-13-23 ISTN5 PERCENTAGE nPROPOSED PLOT PLAN NOTE EX2 EXISTING ELEVATIONS 12-15-23 (�Q��d�o PRO EGTS 23-024 I EX.I STY DWELLING 1202A5 5F EX.I STY Oke LLING 1202A5 SF 1. BOARD OF TRUSTEES APPROVAL NEEDED DMOI DEMOLITION PLAN 12-13-23 1 02-21-25 EX I STY GARAGE 3013 SF EX.I STY GARAGE 5013 SF 2. DEG APPROVAL NEEDED SCALE .I'•90-0' 5. ZBA APPROVAL NEEDED AO SCHEDULES,NOTES 6 DETAILS 12-13-23 EX.LONG STOOPS O SF EX.LONG STOOPS O SF 4. PRO.IEGT DEEMED DEMOLITION AND SUBSTANTIAL Al PROPOSED FOUNDATION AND PROPOSED FLOOR PLAN 12-13-23 02-21-25 DpGQU�70G7G#o INFORMATION PROVIDED BY OTI-ERS FOR REFERENCE ONLY.SEE,:>hGNED AND SEALED SURVEY OJERk1AN6 1_1 SF OVERHANG I1.42 SF IMPROVEP¢TIi 11f A2 PROPOSED ELEVATIONS ' TOTAL LOT AREA 6953 SF TOTAL LOT AREA 6953 SF 5. HOUSE To BE RAISED AND ADDITIONAL FOUNDATION 12-13-23 02-21-25 PEROENTAGE LOT COVERAGE 21.R% PERCENTAGE LOT COVERAGE 21. FLOO ON 9% ADDED TO COMPLY WITH FEMA GUIDELINES ' b. FINISHED R ELEVATI MUST BE 9 FEET OR HIGHER A3 PROPOSED ROOF PLAN E SECTION 12-13-23 I 02-21-25 ', NEW IA 5Y5TEM A4 PROPOSED SKY PLANE DRAWING 12-13-23 1 02-21-25 TI 9. DEMO DETAILS ON 4 OF 9 10.NEW IA 5Y5TET4 AQOITIONAL FILL FOR Al SYSTEM 15 11.611 CUBIC YARD. 11. NEW GARDE FOUNDATION&-INCH REINFORCED CMIJ lb- ABOVE GRADE AND MIN 3b°EIELOW GRADE I OF 9 Fri5,,jor PIA tj z LA =----------- ------ TOWN OF SOUTHOLD W r----------- o -� m I I SUFFOLK COUNTY, NEW YORK z o W v PAP 4 I SCTM: 1000-070-6-10 u- _ N. cn SEE SHEET 2 ¢0BJ� a,P, 3 56= •o�ti 0 s �M� i 6� �S� ¢ FOR ENLARGED BPS e x�a1 � Br11NEAFEG BY EN�consui4Ans. _ — SITE PLAN ul I 5� _—______-____ uvrt of N--- — -- z w ------------T �5, F aY�o tp - --1__=C5_uRtt tSRu MEA I o �• � � i��• j/ i GE 7'=k we.ehx x a. I tt/I6/i99�_—____—______— 1 Y� o CSo33 lozo a a000 y cSZBON r ao ! / I _ ,we s t sa G� J- AeP 7 I g� � . •'s \� 1�•yG" re4ri /",n. Ye aPj l u I 1 TAX FA7 ss 1 µo"NErv��Br.B �/ZQ�4. \.. .•> a .4� LBgy I h�ph`P \ • �$ �'� i ♦ _ `pF.E xx-�� ,nsP sy `35 I lH3Q BEPREGD�BD DpGUVE� I�+�'�.�,H' x x .� Q•\t rr�v t 'U!,� ZCN,- 5 / I I ND AVNLAes W OVERALL SITE PLAN I xPu t gx / `� � /' SCALE:1"=40' —All / ' / I %i id x P ay,x,Aa,ZD E I Q' PN 0 20 40 I I >„/`i / % S',�o 7QXE DBDpi I ? I �I II I /!+ 4 / 'i // ` �- y—i—T----- --------T-------- o / I ' Alp / zo / x Q� � Y _ :pX W7In z �),05°UeVc aA1E6 .� I x 3m / }� > � + PROPOSED UTILITY POLE CONNECTION FOR PROPOSED �i f';/ .I AV o"m ��GP'L x ip x ae, L07,f "\ 2 ^n m Z t+ �\ U.G.ELECTRIC ' V�'� ' / TAX cE , P a'�`'` z c}m �` " �iN9':/ti x 0.E9DEN UE �' 2 ? y W w L'"J1ION 14 BOARD OFAPPEALS 7A VIY�r'�� + '' °'"♦�NAi '' %/ x P.�, I �'P�BUG NA,Ea � 3" ,�;5-9,:/ a.PP _ // g� PROJECT o `pba LOCATION . 1Q G LD7 e l`4P/ns, �1 u3 7AX E /y S� C SSElD� LOCATION MAP d i ' >o p <H Y , i 0 f/ f ,/// / '� ','rs a �� � %"^` Q p Po OYU LOT AREA: Y��o // FN oA'R PwN by ENi \ // "4' k'i '� ay, < (A «„E3NGG0.oDD�� 6,953.31 SF OR 0.16 AC / _ NPV,BLE BEG _ .�' �'✓�..'.Y'"'' OOpo 04=fJ1 O P') F fiyLL `r� Ld r. /- !;< oLL ° Z z O O' pQp /� F-I EXISTING ONE STORY SINGLE tip o FAMILY DWELLING TO BE REMOVED �� b° o _ x 00 LJ J � � UDO a ���A tiry PROPOSED 4'SDR35 01\ p V-- CD EXIST.GRD=3.T(SC GIS MAPPING AND SASKAS SURVEY) S�S���ti p (TYRAINAGE PIPE IVP 0.0'-2.0' MIXED SAND OL PROPOSED 12'DIA X 4'EFF w AND LOAM g�Cj� �/ p o DEPTH DRAINAGE LP(TYP-2) A 1\���5 z PALE BROWN HIGHEST EXPECTED g1 .¢ 1 co I p❑ N L of 2.0-2.6 SILTY SAND SP GROUNDWATER EL 1.43' �' ^ �/ Cy WATER GROUNDWATER EL 1.1' �Pg' �y`�„ PROPOSED p n SUFFOLK COUNTY WELL DATA STOOPS O o i WELL#S-16780.1 `S A k CC n d- I MH\ll _ p) o f HIGHEST G.W.EL.=5AT(03/27/07 NAVD88) G�P5 k 47o p"- k 3 J by 6 U) CD �w G.W.EL.CLOSESTTOTEST BORE=5.10(10l18/22 NAVD88) J (�7g DIFFERENCE IN ELEVATION=0.33' �o WATER IN PALE SP G.W.EL.TEST BORE=1.1(1=80-NAVD88) 8 y- 26'-13.0' ESTIMATED HIGH G.W.EL.=lA3'(NAVD88) 0 - �� X 3B51-a2 BROWN FINE SAND +-� 0 AXi l i ago p?' 3.81 ��m 6 N m o z o BORING BY:MCDONALD GEOSERVICES PROPOSED FUJI CLEAN INLET ^ L PRE 4, TIDALTLANDS PROPOSED TANK TO BE F\- \NG ADAPTER 90.RIM EL=5.0 / jD` � BD W K 06 Oj>,6 PCRE�F fI TS OFF\ 6.n3 DELINEATED By BOUNDARY, TAKEN ON:OCTOBER 28,2022 0 P NOTE:WATER ENCOUNTERED AT 2.6'BELOW VENTED BACK THROUGH THE DObK �, °� / MN\ G\' \ -Pj``O 6g53 98• q!?! a^ _° 70-77_ZZ BY EN-CpNSULTANTS 2 TEST BORING HOLE RIMELFAC OU5.0 /�oF\" l � ' 3CE OF IM OG / 33 2 \t a( N.T.S. /n��� /� o�R PROPOSED I/A ELECCTRIC-LiNE- P GY' _ ____ P E OLEO ROPNG . it �a Ve`t ''\� _ LIMIT J SANI DESIGN CALCULATIONS / �`b� a 3 TAX o `WM SNGVsCOBERP\Z%'I- ''' 4 N� °F w ABANDON EXISTING SANITARY d �-�i� MPROP E�FOR3 SFOSI J 6.687 X 4.34 I TANK CALCULATIONS: / o /� �S'Z �o - 4'°- 10ES 9S F`,1, 0 '1 PROPOSED VA CONTROL PANEL ---_1---- RI i OI FLOW(3 BEDS)=400 GAL/DAY ^ 3 3/23)yy 5C'b ' FF-EVE 3. 8'� I PROPOSED VENT 2'MIN.WI CHARCOAL I RESOUF CAPACITY FOR FUJI CEN5=749 GAL / z wd: 3.�\ FILTER MIN.Y FROM DOORS/WINDOWS 1 INFILTRATOR CALCULATIONS: PROPOSED WATER SERVICE ' / J P - PROPOSED U.G y5 400 GALIDAY 12.83-(INFILTRATOR WIDTH)13(GAUDAYISF)=47.11 LF (X\\' 1� kP� t,1tN ELECTRIC SERVICE pJ 47.11 LF REQUIRED �pF�Pj �J 4.73 $ P�`o/$M\N 5 �j7 PROPOSED IfA 51 LF PROVIDED(3 ROWS OF 17 LF 8°INFILTRATORS) / qP\'\S P� `�� f.1.99 \-\ F55Pp0� �� G�'' AIR LINE _ 2\A' s A >\ X 5.27 _ _ -- ____________ _______ °6 pLP�j`� Q X 4.76 =- ETWEEN '-- U ii GO`'ice MNw rx 0 2 4 a' : h =AMP m \ a. C OX. UNE pNE X :z} r�1n X X 3 /� m� 42 .� ;;pPPR PE &Z FILL CALCULATIONS \R��°'6�1g X °��/ b� e D g q / C 22 W 5.16 ZONE w : 1 \1� o ��0 3.77m� J/ „�, y X;4• TW=6.00' w z 'GRADING CALCULATIONS CALCULATED USING C3D SURFACES \ a2 c( `<� BW=5.00, m \ 6�5 b f a P i CUT=8.87 CY ��X CO Ur�' ;t��-/d "C�- 5'-' �c'c '4'S`jIN 5. 5 RETAINING WALL TO BE RELOCATED FILL=35.27 CY _� F�'-C , µ1 -+&D\R v 6, Ny IS1/N `Nn` i;'�i wHl3 I VP .14 i Qom' F.\' g, y W K 336 V, PROPOSED SOLID POUR 5 y z w CUT FOR INSTALL OF SEPTIC TANK AND PUMP=204 CF=7.55 CY l� O '\ \� 0 1VE / / �•, � P S P� a 9 D /°+, / GE GE 9 1''.- Fi 1 CONCRETE RETAINING WALL P \ \ d RP P g1 at 9 ¢ ^a CUT FOR INSTALL OF CHAMBERS=32 CF=1.18 CY `Y" J �'.''�, 5M\N E /F °" \NG GP •Oop'1E0 ;15- k RU r "`45 �- Sa' X 9.65 M','i y Q� �Z RELOCATE EXISTI1466' 3\ GQN E \ •t A 1 O\gE QE SEt) . �, - AG y ,�� x 10.07 ? m p W y NET FILL=17.67 CY O ��`I-�'- • €^ FL J PN 09' �3' I rc "'a OyF.�� BELGIANCURBTO \ U P \ �� =5 A• -�.- p PROPOSED CLEAN i\ RESHAPE GRAVEL 1F E tN'1'6�p w w o \O X 3. 9.i ^ ;\\ k\,. `•\4 5�'" \M\j \NG- 2 gW'S� 8 I FILL 17.67 CY z z / DRIVEWAY AND ADJUST \ ; ' < /� BW=5.20' 8.41 � (( ��til X 77.58 w w 2 vE 5.51 TW=8.50'.R X �, Z i TO PROPSS1.D GRADES ,y6 r c, i 2 'S. ,F ' L €, d n 1tE / '0' I X 71.59 X 72.34 I i I REMOVE EXISTING WATER + r ` /� j �O D 3.73 U�' - X 10.995o 55 SERVICE CONNECTION AND �1 WATER VALVE N7 \ ,/ c TEST d RE wP\- 5.571 70.X 77.0 S� I ..a. /PROPOSED WATER METER ,�` /+ HOLE09 a �.7j 71.53 c� I PROPOSED GAS VALVE AND GAS SERVICE 24 + + 1 4 ORENCO PUMP <� $ a� [\'. 0 CONNECTION N / X 3.67/ <,'� ��- k 8.�8 X 11.46 RIM EL=5.0 �� / \ /° / 9 10.88 " � PROPOSED 17 LF QUICK4 PLUS o X 1 X STANDARD LOW PROFILE ❑ /<r S 7.pq 0.9 ,y i.47 F }{ INFILTRATORS(TYP-3) <>3.3/ a zn9 X ( 1 Z�Nf GRADE EL=5.20' ��� 77.0 Q Q❑Z'L I +/ X5ti-0g5 o Y 3.15 / <,a nJ�f'J �Q X 17.75 Zca REMOVE EXISTING GAS SERVICE I ?>u-Z m �,�' '�_ CONNECTION AND GAS VALVEO,> �/ / a�6o I I zoo zoo oLLn wSITE PLAN Q W . 0❑ 4.59 °LL . 'SCALE:1"=20' 2.7z X LOT o FND / / f PTER M O r~n O O 20 S��`I / /+�/ X 5.7-,,% /a 1 W P No FRAME RESIDEIJCE 3 #305 PRIVATE RD # o // I / / // ��X 4 ; a PUBLIC WATER {; � + � O 05 � EXISTING O.H.WIRES NOTES:1. LL PROPOSED SANITARY LINES TO BE 4"0 SDR35 PVC PIPE O't� �/ XI�2.98 m/ �/ 00� / TO BE REMOVED UNLESS SPECIFIED OTHERWISE. 1� /'h/ �a jj IAA f 2. NO EXISTING DRYWELLS WITHIN PROPERTY LINES. I O� / / / //" 7s X i d 1 !\� 6 3. ALL UNDERGROUND STRUCTURE LOCATIONS ARE /�• 5.26i / 1 PROPOSED U.G.ELECTRIC SERVICE LL APPROXIMATE&SHOULD BE VERIFIED IN THE FIELD BY THE l�j //c / /+I<' X 3.87 CONTRACTOR BEFORE CONSTRUCTION BEGINS. l / + 5/ I ryry p p N O 4. ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL �' �'p�ING ppppyp° O 0 PPE?ALS w i �?e-�1yAltll7 .l.Df°IISI,A DATUM OF 1988(NAND 88). ED /+/ / 3 7"z X 4.88 /i� Lu X 3.76 U) z 4'PLUG AT GRADE �l ���A' 7 120V AC,10,60 HZ,20-AMP POWER SUPPLY. FOR CLEANOUT� 'T ,V/q �r HIGH WATER ALARM WIRING #12-AWG WITH GND IN PVC CONDUIT. GRADE �O� � � AS PER MFGR.IN CONDUIT. MAIN QUICK4 PLUS STANDARD ESTABLISH VEGETATIVE 4"PVC � SERVICE PRESSURE PIPE LOW PROFILE CHAMBER NATIVE BACKFILL COVER AND GRADE TO DRAIN PANEL TOPSOIL 4'X45°BEND Lu Z . 1010 Z U 00 4'PVC WYE x z r+i LL x 55 CONTROL ~a - waN - 4" C O O .a w PVC PANEL o o m _ _ � � MIN SLOPE 'PER FLOW \ c�j�� Q � 2'UNDISTURBED @ �'Y/ FUJICLEAN UNIT ��36"TRENCH WIDTH- I � SOIL _ „_;;:..:;�`;-:°;';,;i;::; �(b (( 'Z ELEC.SERVICE CENTER SUPPORT �..�..PROVIDE 6'SAND&GRAVEL � (SINGLE BLOWER CONNECTION DETAIL B NOTES: 1. FLUSHING MECHANISM WITH VALVE BOX DETAIL SHOWN BEDDING UNDER CLEANOUT L\C�\ z DETAIL A NOTES: i 2. INSULATE BOX AS NECESSARY �..r 1. QUICK4 STANDARD CHAMBER(LEFT)AND QUICK4 3. PVC FEMALE ADAPTOR WITH A MALE THREADED CAP � HARDWIRE STANDARD MULTIPORT ENDCAP(RIGHT)SHOWN 4. PIPE SIZES PER PLAN 4 C L EAN O UT DETAIL 2. PRESSURE PIPE SIZE PER DESIGN ORIFICES AT 12 5. INSTALL 90'SWEEP FITTING OR 2-05'BENDS,NO ELBOWS 3 N.T.S " GROUND ROD O'CLOCK,WITH FIRST AND LAST ORIFICE AT 6 O'CLOCK _ TO DRAIN THE PIPE(ADD EROSION PROTECTION SUCH AS 5 PATIO BLOCK) aIf xw PRESSURE PIPE DRILL HOLE 1}"LATERAL N c S e e 5 a_55 LOCATIONS ON END CAP omff� 2'X1}°REDUCER(fYP) i ° LL 2'FROMOWfS FUJIMAC BLOWERzE� END CAP BORII-20ORII a o cxi DETAIL A INFILTRATOR CHAMBER (ANY MODEL) 2"HEADER DETAIL B (TP) z ELECTRICAL ONE LINE DIAGRAM 3 INFILTRATOR QUICK 4 PLUS STANDARD LOW PROFILE 5 HEADER DETAIL 3 N.T.S 3 N.T.S 3 N.T.S OPEN DISCHARGE PUMP TO OBTAIN GRAB SAMPLES Q DURAFIBER ACCESS LID - EL.VARIES REFER TO PLAN FLD24G W/RG24 SAFETY ORENCO EXTERNAL SPLICE yr Lll BOX SBEX1-4 GRAT TO GRADE 2'STONE VENEER PUMP BASIN DISCHARGE ASSEMBLY CHOSEN BY MODEL PB2454 HV725 WI DRAIN HOLE GAS OWNER 'e AND BALL VALVE NOTE: z SERVICE ELECTRIC LINES SHOULD BE ly tLL INSTALLED BELOW GAS LINES AT `" ELECTRIC kt ' TO CROSSINGS. + �-SERVICE DRAINFIELD ���@;� APPEO J s.° �Z. FROM , GAS & ELECTRIC CROSSING DETAIL WATERPROOFING PROOFI OWTS~ 10' y, WE ID APPLIED Z�- 3 N.T.S a a ON EL.t5.20' #5@14' 7� z a a ORENCO DISCHARGE SEWER MAIN OR • a.. #5@14' - "ZL-S��; Z BUILDING CONNECTION z WPUMP MODEL PF200511 _W c MATERIALS&JOINTS EQUIVALENT TO w r ELECTRIC STANDARDS OF Fit 5 y z d w ELECTRIC LINE 1 NOTE: z CONSTRUCTION AND PRESSURE ELECTRIC LINE SHOULD BE TESTED TO ASSURE ELECTRIC a 'a '"� a-°-' 0.08 CLEAR ham{ y ?o ^o CAST-IN-PLACE CONCRETE INSTALLED ABOVE WATER _ TIGHTNESS PRIOR TO BACKFILLING .', 4. ^.a• (Typ,) Z W N 36° m ELECTRIC SERVICE T _ c a DEADMAN POURED PRIOR LINE AT CROSSINGS. �� = m a WATERLINE TOP PUMP BASIN • ` w LL o INSTALLATION PENETRATE 0.-4--32 �•-1.35 PUMP BASIN 3'INTO DEADMAN w Q s PUMP BASIN s WATER/ELECTRIC CROSSING DETAIL s SEWER/ELECTRIC CROSSING DETAIL 15 RETAINING WALL DETAIL W 3 N.T.S 3 N.T.S 3 N.T.S 3 N.T.S a ►-t HOUSE F.F.EL.8.00 FUJI CLEAN INLET ADAPTER 90 CIO TO 10.39'TO GRADE EL.5.0 o TANK C.O.TO GRADE. EL.5.0 COVERS TO - COVERTOGRADE ROUND ELEVATION 5.2 BUOYANCY CALCULATIONS w o ., GRADE EL.5.0 EL.5.0 Q�Z WEIGHT OF FUJI CEN5=463 LBS EACH iO DISTAL HEAD HEIGHT 20" WEIGHT OF BUOYANCY KIT=2,412 LBS Z 2 12'MIN.COVER (2 X 8'X 1.5'X 0.67'X 150) j Z�, - w TOP EL.4.17 WEIGHT OF SATURATED SOIL ABOVE BUOYANCY KIT=5,702 LBS g Co. 10.40'PRESSU o z RIZED PIPE 8"LP INFILTRATOR W U OP EL.4.00 (2 X B'X 1.5'X 2.16'X 110) YLL o 3 ROWS.iT LONG BOT EL.3.50 WEIGHT OF SOIL ABOVE BUOYANCY KIT ABOVE HIGHEST EXP.=7,711 LBS Q 0 W JL�EL. 25 ig,gg, ORENCO INV.EL. INV.EL.3.77 (2 X 8'X 1.5'X 3.57'X 90) 0 0 f/) PUMP 3.46 TOTAL=16,288 LBS Q=o PROPOSED INV.EL. CV~i o INV.EL. BUOYANCY FORCE ON SEPTIC&TREATMENT TANK ASSUMING TANK IS EMPTY FUJI CLEAN CEN5 TANK 2.83 M INV.EL.3.0 (NEEDS BUOYANCY KIT) 2.60 z AND GROUND WATER IS UP TO HIGHEST EXPECTED GROUNDWATER ui 7.9'X 4.0'X 2.83'X 62.4=5,580 LBS 25 16,0288 LBS SEPTIC TANK>5,580 LBS(2.92 FACTOR) HIGHEST EXPECTED __1 GROUNDWATER EL.1.43 WEIGHT OF ORENCO DISCHARGE ASSEMBLY=26 LBS EACH It BOT.EL,0.5 - WEIGHT OF CONCRETE DEADMAN=530 LBS BOT.EL.AA TOT(PI X X 150) TOTALL=S56Sfi LBS LL SANITARY SYSTEM PROFILE coO BUOYANCY FORCE ON PUMP BASIN ASSUMING IT IS EMPTY AND GROUND WATER IS UP TO HIGHEST EXPECTED GROUNDWATER uj N.T.S (PI(1')A2)X 0.93'X 62.4=182 LBS LJ.J 2 556 LBS PUMP>182 LBS(3.05 FACTOR) (n z w FRONT ARRIS U BACK ARRIS LINE LINE BUZZED GRADE 5• w ol CD Li u -III—III—III . o PAVEMENT z o w v _ 31W WIRE ROPE WITH(2)3/8 ° ~ CABLE CLAMP(TYP) 2°WIDE X 10'LONG Ia° °.. .° O NYLON STRAP _I I 1=I I I —III— III—III—III- 6�S BELGIAN L�CC z SIB'X 9'TURNBUCKLE CURB III— I°_°.. ° <° I I I I I IIIII I I I�� NOTE'11E FRONT ARRIS LINE SHALL BE (TYP OF 2 MIN.PER TANK) III—III BUZZED TO REMOVE A MINIMUM ~ OF AND MAXIMUM OF a ALL COMPACTED —III—III—�I I_ I '- ALONG THE EXPOSSED EDGE. ❑n EMBEDDED EYEHOOK 318'WIRE ROPE WITH(2)318 SUBGRADE IV I ;�nrn (TYP OF 4) CABLE CLAMP(TYP) � S 13 BELGIAN CURB DETAIL ooYw 4 N.T.S N o�o"se ZONINGDOARDOPAPPEALS r r 0 00=� m o= CONCRETE ANCHOR w w z> ❑ SIZED PER FUJI CLEAN u a¢ x H INSTALLATION MANUAL 6'MIN BED OF COMPACTED GRAVEL ❑ ❑ _ BENEATH TANKS AND ANCHORS SCUM BAFFLE B CHAMBER VOLUME(GAL) 1 SEDIMENTATION CHAMBER 277 DEADMAN CAPACITY USING SIMPLIFIED SOIL COLUMN APPROACH I 2 ANAEROBIC FILTRATION CHAMBER 278 USING IDENTIFIED FACTORS 2'-10}" 7-7}" 3 AEROBIC CONTACT FILTRATION CHAMBER 127 MODEL DEADMEN(EA) DEADMAN NET RESTRAINT RECIRCULATION 4 STORAGE CHAMBER 63 DIMENSIONS PROVIDED(LBS) _ AIR LIFT PUMP 5 DISINFECTION CHAMBER 4 DISINFECTION TOTAL VOLUME 749 Q CEN510E5/CE7 2 8'X 18"X 8" 22,200 O J CEN7/CE10 2 8'X 18°X 8" 26,232 CYLINDER(OPTIONAL) CEN1010E14 2 8'X18°X8° 29,320 LLJ CEN7410E21 2 10'X 18°X 8" 39,065 4"INLET IPE 4"OUTLET PIPE SPECIFICATIONS CEN21ICE30 2 12'X 18°X 8' 51,235 ;Y„ A 4 A ANAEROBIC MEDIA PPIPE FILLING RATE 32% OBOARD TYPE AEROBIC MEDIA PVC/PPIPE FILLING RATE 16% 5 AEROBIC MEDIA PPIPE FILLING RATE 57% ,z FUJI CLEAN TIE DOWN DETAIL BLOWER 2.8 CFM EFFLUENT `� $ N.T.S INLET BA LE O AIR LIFT PUMP TANK FRP ,z; O 0 PIPING PVC I PP I PE z�X ACCESS COVERS PLASTIC 1 CAST IRON y�): z DISINFECTANT(OPTIONAL) CHLORINE TABLETS RECIRCULATION PIPE FLOW BAFFLE 1/2'AIR INTAKElot N 2 FLOW OPENING(TYP.) (CLEANING OPENING) B u w 4.87' F ! z �i �z 4.53' O CLEAN OUT MUST BE INSTALLED PROVIDE SECONDARY PLAN VIEW „a TO PROVIDE ACCESS TO THE SAFETY COVERS(TYP) mi 24"ACCESS COVER c �Z i ? W 5 ADAPTER FROM ABOVE(TYP) 20"ACCESS COVER(TYP) 20"ACCESS COVER(TYP) 24"ACCESS COVER(TYP) DISINFECTION 6.24' ? m CYLINDER(OPTIONAL) w a o FLOW OPENING z W 7.03" a =f° BOARD TYPE CONTACT MEDIA WL OUTLET SOLVENT WELDED TO 4"LONG O o STUB OF 4'SCHEDULE 40 PIPE LLI ~O CONNECTED TO FUJI CLEAN CEN UNIT(TYP) Q > }J 90 DEGREE LATERAL 3 INLE TOP VIEW � ® Q Z o PORT ADAPTER ALL PORT ,-�� O4 - RECIRCULATION Z 2 Y ARE 4"OPENINGS 7.03" ASSEMBLY ��m PLAN VIEW .23• 4LU Y °' OYU Ir J EXTRA INLET CAPPED "" O 3 0 rn VIA 4"SCHEDULE 40 1.97' —O j o ADAPTER&PLUG(TYP) j! O O 3 N I y o M H 7. :E7 " AEROBIC MEDIA o AERATION ASSEMBLY SIDE VIEW SECTION A-A VIEW SECTION B-B VIEW u- Nil O ,a FUJICLEAN INLET ADAPTER DETAIL FUJI CLEAN CEN-5 DETAIL LW 15 u 4 N.T.S 4 N.T.S (n BOARD MEMBERS ��OF SOUjg� Southold Town Hall Leslie Kanes Weisman, Chairperson 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 �lij/COU 54375 Main Road(at Youngs Avenue) + Southold,NY 1'1971 http://southoldtownny.gov ZONING BOARD OF APPEALS November 24, 2025 TOWN OF SOUTHOLD Thomas Smith Tel. (631) 765-1809 3121 Oaklawn Avenue Southold,NY 11971 Re: ZBA—Application 98011, Smith 3121 Oaklawn Avenue, Southold SCTM No. 1000-70-6-10 Dear Mr. Smith; _ Transmitted for your records is a copy of the Board's November 20, 2025, Findings, Deliberations and Determination, the original of which was filed with the Town Clerk regarding the above variance application. Please be reminded the conditions of the Zoning Board of Appeals decision: 1. The applicant shall submit two final dated,signed, and sealed Site Plans and Architectural Plans conforming to the variance relief granted herein. 2. The applicant shall obtain approval from the Southold Town Board of Trustees for any work done on the premises as required by Town Code, and must comply with any conditions of approval imposed by the Trustees. 3. The Innovative Advanced (I/A) septic system on the subject property must be approved by the Suffolk County Department of Health Services. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk, within three (3) years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1) year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy, nullify the approved variance relief, and require a new variance application with public hearing before the Board of Appeals. If you have any questions, please call our office. Sincerel , Kim E. Fuentes Board Assistant Encl. cc: Building Department SEE SI 0 34 �__-RD `•�O ( t RD.�,0 15D1__- I 35 -/ ^i s•, 2si 39.1 es ,yJ, _ _sly " . 1.1A(c) 1lmoo 3j 4°� 36 l� '^.50 ��� �3 • Y I,WL` l s �s/ `w /r.2 7 ��m m! ��v\` / \ \.� 47. \`/ 1 4' 27` rw RD.• /c� ice' �� ;4PJ 'B 'i 41 sa 1 f 46 V i `.- '`t! / .v/ a °, R0,9 �° ._ ,3:� \ 'D /; 0.y/ 32 r 745 S NEOK ,o 20 I s ! 1933 / 45.3 18 45.5 Sol 76 'i ( \ •�,�� 8 13 us, al 0P 12 b, $ ,n ,pad v3,�/''Oys 5Py°111� ,s 19.9 19.10 19.13 19.12 1)11 18 c� 1.2A(c) 1.2A(c) 1.2A(c) 1.tA(c) 1.oA(c) 19.4 26.2 s;% 2\ \� /,e'+ \ � cl r DR. ,n I 'rz I501 .1 28 ,ss 21.2 21.1 5 12 I 13 14 \\� 2 MI5 e a g, a :j N 15 16 17 18 19 13A(c) u \ _ r''+A' » �\, * '{� �% -� 12A(c) 12A(c) 1.OA(c) 1.OA(c) 1. `.�3At \,�.- \ ``f•�, , w R sm. z-I o" aJ~ � {s tee. �Tf m � /~J" �'d2 2• 2 � a �•"' � �1% 21tit, /\1 ;y1516"1524 _ { \, ,9z�° \K .Ga. TOWN OF SOUTHOLD '311 g.P,'J-13,a+; \ +Y �.-z✓�,a µW.M creek /v`� y1 1 / g�.p �e 03 'm •\ .t, �W" •,i Je+ ��,N/�19 '..� turroEave°sr wrol S Y 19 ,� ,8 -�O so Z / •� O 9.7A(c)25 ( 1 1Y �,,..•' \y = /OA(c),'/// 5 +a+ a r� aE,a.,E^1_ape t E '-/ , g3 o 96 31.2 !off^ i' .1r °' -+m-. 1� ,ro+ 494� 14A(cl 1511 371 �g m Ii1= � � 57 118.1 rr'•9 3 a `g ��� � g g`�4 , ol,p m 1.1 136A(c)I ,sr e 36 45 lm 50 „c '318n/., ,V 14 42 43 1 _6 ' '' J,w�3 4 ('F 9 6 \' 1 l __ po 22 R f $ B (8 41 1 48 ,,m.�'` ,a 2 i t,�m Q ,�-�S_EN5 +� 7� 33 3g 39 c�1.tA(c 12A(c i V_447"` ,a. �,��, Y _ CRr�1so"' 30.2 I 1.OA(c 1.tA( m a .-.''", ! a co 39,s _ r�1.3 ro 8'1` ; I,`m tb g ,se A(c)",R i `V `1t s 35.3 35.4 le 3"!`I� ,m� e1 m ,m ,m m'"{��w 1 is i' ,o �" I •• m lar r � m 261"s�P i'�� 32 ) 1.tA ° J vi t --•�-"....�. ,v 'm 'S I 6 �✓ 9 a� �.'�°,y .4 52 _ 1b < � 2.6 Q NECK „s s 2 3�� w vA a 7� , \ �'°a "a 3 S "s,br lal ,mf 16 8 S 77 18 °119 i°{ 20 21 71 K 1 a�_ 1 4A(c) '`y 0� `m ,m-.��.00 \ a 10 1�1p 31� nrvn 1 �m 1512 � 8 a \w 12 1 1en. %l+ l',,..`�(t�� iij ,oz m m v im Via '+a Z 18 az13 S ° G, 36 n Iq 're m z� w Islm� 15 "'- ,s 23 _ 19 rar c 17 16 v .r 42 e rg 28 27 26 25 24 ,m » �� 41�g a :g o -35 +�..- ,m 12° AVE. .,.,8$ ' 8 , CUSTER "" 36 $\ .sef 1 f 1 \1w ' c{ m 26 ns18 {�+y\��4=0` jz•, 45 r e 10 a G1 V.-§t 29 3D 31 32 33 3q -5 a a 8 0 20 Isa,,; nb 25= �.e 27 1»1 ml n°5 P\$39 mis 46 :11 "1- Og 1 �n OOD ^ ,a,' \ 1"r 'N �.,0 / -.'10 e , .m' ,o, ,m ,m I $ 21 r-z„ 1„,m24's--I ,4 sr _�S aq 1 er to nn» her ' I,sr» 1 i»i In1 �a 28 47 8 _ m so'`g y § ,w c 12 �Ta 21"a ,"n _41 I 40 39 38:i 37 36 35 f 22 _ +t� 's roor+ol + - 46 8 //; re,l5bl,or 23-1� ne, 37 mr=a 13 a 22$ \4t>.r \ Y4� \ '65 O° ' 29 ,�r nsl g � ,a .31 a ,m g g 17,°,l q �r 9 �' 9 58 59 CLEARVIEW) ,o s �,°' „o ° 'mm Sz 30 3 8/ ns, ,so49 ` 23 �� ,m mo 5 " °"g ,n o ,n 111\ 8 18 n tii 14 z a tzot u, 43 ' 61 63 62 61 a ,m ql'E. 32 /.. "I e „ _� lar§ 'e 59 58 5 !�~� m2 51 sIg 59 n je 15.s 24: rai 46 a) s ! E ��i z ,e a 5 'm�� we ,m "g 43 i>nr _ Is a7rors1 ymr 44 n1O ,u 8 r I J I x / 5 ! ro 'l`+D1 ,n " / l • _ ,O 1//J a" : cOhV.ltlNfy� Doa�9 48 s +•S�T=F ) 0! I 75� 27 ,a+ ,a ml , sourHOLD ">of_ car S1 ��. "�`i- �� 1g x 21 ta�BEACHt' p 65.1 n, m I ° / / c Imo" rp. v,f 6 01 , a " i Z83 �' 0'45 4Y d 68 . TOWMOF , �,t 26 282 28.4 ) ° 29. o) °{ r / MATCH LOWWN OF SOIITHOLD ^\ `°S�•W ils' r `M ' \\ ` -A m I , i \'�/ < COUNTY OF SUFFOLK © N NOTICE tPt 121Ait) Real Property Tax Senice AgencyWMrR"E,ALTERATION SALE OR pi.°s,u,a um ------ r mos,um tz.t Wc) P Y W DISTRIEl1TION OF ANY PORTION OF THE 300 Center Dri,r,]&,r I d,,NY 11901 SUFFOLK COUNTY TN(MAP IS PROHBITED vice°m+ reuo m. (21) so+.aoe..a .z. pe pp WriHOUT WRfTTEN PEL,76s cN OF THE REAL PROPERTY TAX SHNICE PfeCY L i i N �. C- TOWN OF SOUTHOLD 2 4 2025 BUILDING DEPARTMENT --- SOUTHOLD,N.Y. —` ZONIWO B®�RD OF APPEALS, NOTICE OF DISAPPROVAL -- " DATE:February 24,2025 AMENDED:March 4,2025 AMENDED:March 13,2025 AMENDED: September 24,2025 TO: Thomas Smith 3121 Oaklawn Avenue Southold,NY 11971 Please take notice that your application dated February 3,2024 in conjunction with BP#51210: For permit:to legalize an"as built"demolition(as per Town Code definition)and reconstruction of an existing single-family dwelling complying with FEMA regulations,to construct a second story addition to the existing accessory garage,an accessory pergola and accessory hot tub at: Location of property:3121 Oaklawn Avenue, Southold,NY County Tax Map No. 1000—Section 70 Block 6 Lot 10 Is returned herewith and disapproved on the following grounds: The"as built"and proposed construction,on this nonconforming 6,953.31 sq.ft. lot in the R-40 District is not permitted pursuant to Article XXIII Section 280-124,which states lots measuring less than 20,000 square feet in total size require a rear yard setback of 35 feet and maximum lot coverage of 20%. The single-family dwelling has a rear yard setback of 11.8 feet and lot coverage at 23.17%. Additionally,the proposed second story addition to the accessory ygarage,hot tub and pergola are not permitted pursuant to Article III, Section 280-15,which states accessory buildings and structures shall be located in the required rear yard. The accessory buildings/structures will be located in the side yard. This Notice of Disapproval has been amended to reflect the revisions shown on the(2)site plans received on 913125. Authorized i 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. , 16_'� AV REDUCING LOT COVERAGE PER LWRP PRE-EXISTING LOT 'INITIAL REQUEST-ZBA&TRUSTEE REVISED REQUEST-ZBA& Notes Last COVERAGE TRUSTEE Updated . � Same size as existing trel is PERGOLA N/A 10'x 10' = 100 Sq.ft 10'x 5' =50 sq ft in same spot for 20 yrs 9/3/2025 Open air and not on berm, OUTDOOR so does not impact lot SHOWER N/A 6'x 4' on Berm=24 Sq ft 4'x 4'= 16 Sq ft coverage 9/3/2025 GARAGE STAIRS 17- - LANDING N/A 3.5'x 4' = 14 Sq ft N/A Overhang removed 9/3/2025 1L Very small saltwater unit JACUZZI containing only 280 N/A 80"x 90" =52 Sq ft 72"x 78" =39 Sq ft -gallons 9/3/2025 23.17% 24.6% Lot coverage increased only Revisions made to LOT COVERAGE 21.9% Lot coverage increased 190 ft 89 sq ft alleviate LWRP concerns 9 3 2025 4 PROPERTY INFORMATION, Existing use of property: '?r� �� Intended use of property: �rl�✓YG Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to �f 0 this property? ❑YesXNo IF YES, PROVIDE A COPY. Check Box After Reading The owner/contractor/des+gn,professiofiA itirespons+ble,for all drainage and storm water issues as provided by Chapter236 of the Town Code..�APPWCATION IS HEREBY MADE to the:Building Department for the issuance of a:Building Permit pursuant tathc Building Zone..' Ordinance of the Town of SoutFiold,Suffolk,County,:, York apid otherapplicable Laws Ordinances or Regulations;focthe constryct+on of 6uildmgs,,, additions;aRerationsor foi;removal or demolition as,tiereiri'described.The applicant agrees to comply with all applicable laws,ordinances;'building code, housing code"and regulations and to admit authorized inspeciors:o`hpiemises and in b0dirig(s)for necessary`inspections.False statements made:herein are punishable as a Class A misdemeanor pursuant to section 210.45 of the NeW'York State Pena1lari r Application Submitted By(print/na e):"ljZryLa E Syvt r i h ❑Authorized Agent Nowner Signature of Applicant: �:==i��' d�� Date: d )3 0? / 1 STATE OF NEW YORK) SS: COUNTY OF ) S being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the LkJ0j&'-' (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 dayof '(u , 2025 ota u PROPERTY OWNER AUTHORIZATION DEMITRIAMARYGENOVESE Notary Public- state of New York (Where the applicant is not the owner) Qualified in Suffolk Sep 4 county028 ►Ay Commission Expires I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 9 DIS�APPROV _N O' N O, E_ Z Op o0 Y� o�h0�7 Op 2 O� qq O^O N� rvv ,r7 W U 4 v 56--5 M 1 M� � p �' coasrA� a ` 0 .. TRA 6 UNE TIDAL WE NOS BOUNDARY, AS ELINEATED BY EN-CONSULTANTS, J y 6°5 rrs OFyaS 1o�17—zz,_ � i 6r�P Ap CLEARING �. /O'a' EDGE OF (M s. LIMIT OF MODERATE WAVE ACTION LINE OF COASTAL BARRIER to RESOURCE SYSTEM AREA---------- F� "s se7 11/16/1990 t I 1 P,m P�' Z ice. EFL. 9 o I --�--------------1 toT 10 ��\\ TAX En 4.42 t 7.14 Bljo t so 1 \R� FED 4 4 ! r0.7' T E� co P�L��P� / r Gp�p29 i/ 13 FRAME RES,D R f � �y �R°R\� a c W. e 6 y la 1 TAXE1�CE } #40g pR 1I yca GA o d�'o DIIF' 6l8 I /ter Jo Gp�►y/ \�SRNGEPA D #3 PU8 'L L �3 a �o�, EP 5 PR\ lE / 5 Gp1Z� X/ 5�3f SEP ECOR B��UME�j •`n �aS� NO p V \, r � 0 per, \ �+ y 5' MAPPROVAL 4O' _O EO LUG 1 Rs 30 90 Jaa o 194 2aSS. E10 4 TiPRPOSED DEMOLIN AND °Lo4JTJ ® TI ® Gpp ff GloGlln� .� r, aii �'r9a+ zl _ z�v C30;G90O C3¢C C¢Y N¢ 40bOP-ZO 49999 20% - U :Z0 lr... 6a ., ,.. �'R/¢L3C�CLDv G9� 90 2 NEW RENOVATION TO THE 20,L'T;to 39 f 9 2, 4)3 C 35 .. SG _.'$ 3' W&I171 +I n •fors I r 5o with D)ma y a 9 ecs&3 front.sd fait be req r,,d tc)nee the Foi ow)'&, {stlrxiref #) ad✓, �/ //sad y SMITH RESIDENCE ,�.r,� _ / �-_ .ram�,.�..,$ /,�,.�.v.�„�r.�., ,ram, �,�..,�{. u Gig, 10 _..-...._.... _..-. ,-._., ..-.... ..._.._.__. ._................. 3121 OAKLAWN AVE . � lll�.w STORM DRAINAGE GALL: I. RUNOFF 00E FIOIENT5, PR—P AVEMENT=1� NON-TURF SOUTHOLD NY 11971 �c�JUVLSv°LAIDSOAM 020 9 2. PRO M STatA6E FOR 2'RNWAU--J l a 12-13-23 ISSUED FOR PERMIT �naNs 03-24-24 REVISED PER TOM 3, GOMMENT5 I. .,.,e AT P), - 04-08-24 REVISED PER TOM R I4 S .ROOF x J61 xl w = 247 COMMENT ].ROOF wr GARAGE ORAINPGE AREA 6-PJ RECONSTRUCT 08-24-24 REVISED PER BOARD OF 300 SF.ROOF z J67 x I - 50.1 �" TRUSTEES COMMENTS EXIST STOOP `� 1N 0-20-24 REVISED PER DEC 102 9.P=1 SF PA x AREAVINF Ns.Jbl AID ­PS M), 19.5 5F V x I 00 a AI = RECONSTRUCT APPROVAL 4 LAND5CNE AREA(LPJ, a �G '? EXIST STOOP 02-21-25 REVI5M PER FIELD ZT4 SF LANDSOAPMF x JET X 2 • 135 19.5 5� GONDITION5 Jp ` ". TOTAL 609J REGONSTRU-T�� USE W 12'DIA.x 4'DEEP STORM POOL EXIST STOOP R/OPEN GRATE 4036 x 2 -BO7.2 15.0 5F MAINTAIN l - /' GAS URF AREA EX.GARA E wry> z In PQ z F d ti Q Q �Qi ,o a�/jd s sj0 1�M AI/ F W LU � Lu U3 z co E. o rn 2 Q J z "I a_I z H DRAW 1 NG7 INDEX a I a INITIAL UANC LATEST 1NO.I DE 6 p NO. DRAWING TITLE ISSUANCE REVISION NO.6 DATE TI TITLE SHEET,GENERAL NOTES AND PLOT PLAN 12-13-23 1 102-21-25 5PI SITE PLAN Oy-20-24 1ppOclJ��#6 23-024 EXI5TIN5 FERGEMA6E LOT COVERAGE R20P09-7ED PERCENTAGE LOT COVERAGE C?E6 EXI GROUND FLOOR PLAN-EXISTING 12-13-23 EXI 57Y DWELLING 1225 5F EX I STY PK=LLLIN5 1225 5F EX2 EXISTING ELEVATIONS 12-13-23 V01119' PRO.EGT5-2374 oPROPOSED PLOT PLAN EX.I STY DWELLING 1225 SF EX.I STY GARAGE 505 5F TOTAL WITH INTERIOR ALTERATION 1225 SF DMOI DEMOLITION PLAN 12-13-23 1 02-21-25 SCALE I'.90'-0' EK I STY GARAGE 305 5F EX.CONG STOOP REMOVED -56 SF AO SCHEDULES,NOTES 6 DETAILS EX.GONG STOOPS 56 SP EX.CON-STOOP RECONTRUGTED 56 SF 12-13-23 nib®#6 INFORMATION PROVIDED BY OTHERS FOR REFERENCE ONLY.SEE 5I6NED AND SEALED SURVEY TOTAL ADDITION 6 ALTERATION 1$86 SF TOTAL ADDITION 6 ALTERATION 1,5&6 5F NOTE. Al PROPOSED FOUNDATION AND PROP05FP FLOOR PLAN 12-15-25 1 02-21-25 1. BOARD OF TRU5TEE5 APFROVAL NEEDED A2 PROP05ED ELEVATIONS TOTAL LOT AREA TOTAL-LOT AREA 6191 5F 2. DEG APPROVAL NEEDED -?:t" 12-13-25 1 02-21-25 3. ZBA APPROVAL NEEDED A3 PROPOSED ROOF PLAN 6 SECTION 12-13-23 1 02-21-25 PERCENTAGE LOT COVERAGE 23.4% PERCENTAGE LOT COVERAGE 23.4% 4. PROJECT DEEMED DEMOLITION AND 5UB5TANTIAL A4 PROPOSED SKY PLANE DRAWING IMPROVEt ENT 12-15-23 I 02-21-25 5. HOUSE MUST BE RAISED AND ADDITIONAL FOUNDATION ADDED TO COMPLY WITH FEMA GUIDELINES 6. FINISHED FLOOR ELEVATION MUST BE&FEET OR H16HER ureg ROOD INFORNATION lio0.nFKix.FNm�rtae and 5 i i s 5+m f6E REOONSTRUOT one + �a•.�+p.� >��. EXIST STOOP 1'15 SF - I• RECONSTRUCT urw..wv,..Re.a.,+..�wurm.. f EXIST STOOP RECON..T,-* EXIST STOOP 15.0 5F j /a °. 3• ----- ---------- e9' MAIKT NON-TURF AREA AREA A� ;Yt,,k� �11�• ,^.:s t� �.�'r �.\ 1 i� 3b0 5F EX.&ARA �� � �, ��Y•j� !I pm�.".� \ 1 / iar�aE � o r o`,jar • ��� � p`/jam�( I 11 / E� $ ��Lg� �• 1 g� 1 �i �, irr a •m I i;o t� EQ� x a N3 rc 1 ;gg IL AlPo �,,� GRAPHIC SCALE i n_eoK .us�v�.mra aai:aroruvuc•uTUR 1 it V d�r�ff�,�zaa, _moo ao 21'-u° n'-3° 1:1L3C�bo4C��4 5T�5 L3M�L G1C86l D•Oily vvol DN 65�79.93`57,�:�9e ----------------------------- r_____________ I O <I r__ M°do L——— L--J ____ __ ————— MASTER 5DRA4 KITCHEN u�• /m w�oL� I I \\ / £S�t.:fs;F�`J/�:•fh \ \\ CLOSET I I _ IEx(2J29tb• I Ex. 2 b•1_ I _ r--------- / IFiIRD62 61RD92 I r7 12-13-23 155UM FOR PERMIT I L—_J L— J L--J r-------� j� 03-24-24 REVISED PER TOVAI TUB -08 04 4 REVISED PER TOI N I / \ COMMENT 08-29-24 REVISED PER BOARD OF TRUSTEES COMMENTS 09-20-24 REVISED PER DEG STEPS / LMN6 \ I APPROVAL I LL O I I I 2 pN / ROOM \ 4 02-21-25 REVISED PER FIELD CONDITION5 I ry�o I /EX.2Srb°F-I I / \ 4— Farm I I I I I I I L J I I I ------------------------J I I I I I I I I I I a FAMILY j 1 z 0 31'-10" ROOM I I • � I I I I I I I I I I I L------ -----------J sTEP�' DN W U 33'_2. W zzza Z z W W I 7C-• J i X. FOUNDATION PLAN (,--,,EX. PI R5T FLOOR PLAN W F o 0 SCALE I/4'.I'-0• SCALE I/4'.I'-0• ao x o F .r D 0O�V�] a@ o� ao z z d ' a a G'9'3(9),9E(9U#. 28-024 (9/Do TUE. PROJECTS-23-024 2OF9 �G1C�'�104C�64 �9g 12()rL90O m It W1 8MUE GIR56L3C8¢GD,fi9u 99�LV 2 12 TO.WALL T.O.WALL it ELEV.H'-9" ELEV.8•_'i" T.O.WALL T.O.WALL �J ELEV.T'-6" — — — — — — — — ELEV.T'-6 grqr r � $ J1 FINISH FLOOR FINISH FLOOR ELEV.O-O" — — — — — — — ELEV.O-O° I2-I3-23 ISSUED FOR PERMIT 03-24-24 REVI5ED PER TOM COMM?RS 04-08-24 REVISED PER TOM co OB-N-24 REVISED PER BOARD OF TRUSTEES COMMENTS 09-20-24 REVI5ED PER DEG OMC ELEVATION WEEPY ELEVATION APPROVAL I/4'.I' 02-21-23 REVISE PER FIELD CONDITIONS 9CAI.E W z 12 wW 12 Zvgo-i T.O.WALL ~ z ELEV.H'-9" i n - - - - - - - - T.O.WALL ELEV.8'-9" T.O.WALL AlF.� Q ELEV.1•_6• LU r� \ i \ A E E Z_ W Z FINISH FLOOR h FINISH FLOOR a 0�� W ELEV - - - - - - Lr ELEV.0'-0" OD az z r a a a 23-024 nREAR ELEVATION 4 RIGHT ELEVATION °' SCALE I/4' —` SCALE 1/47.1•-O' C�nDD ffOdC o PRO,lEGT5-23-024 o�wow�ae > 2 5OF9 O . glulp n.mkm, .ao0e� REMOVAL NOTES: aac�caus�c 0 Ew511%E FERIOR HOOD FRAMED HALL TO BE REMOVED AS INDICATED INCUON5 290 pOO-�',.L9OO C3C�,C @7GL�JMCR BUT NOT LIMITED TO ANY AND ALL ELECTRICAL DEVICES,NECRANICAL PLu eM6,6TP. GlP$C immaDo ETA U 94JC�9 50.1 MSc.FINISHES ETC. -F I I D-2 EXI5TI%HIIDOH5 SHALL BE REMOVED/DISCARDED IN THEIR @ETY RIR . C S°v 5TEP5 I I D-3 EAST%EXTERIOR ODORS SHALL BE REMOVED 1 DISCARDED IN THEIR EMIRETY. r�1 —v—B v� u TO ANY AND ALL flKTRI DI EXSTH6 G�DEVV EDM HANICAL,)NALL AS ICATED PL"I 6YDP.BO.4 K9- 1 (- 1145 SIT NOT \�\ r� F1wsHIES ETC. ,� i PEN EwsTMS DaDR FRANE,1 NARBmRe SHALL REMOVED 1 DISCARDED. L J I D S / LL J I o t ` F_ L==J L 4 —i I D-6 EXI5TING HOO[?FLOOR FRPHIN6.5LPPORTS.PItRS,ETC.5HALL BE REMOVED IN TFFJR I D-13 D-5 D-2 ENIIRT'TO ALIDW FOR NEW CON5IRURION. t l F I \\ B MASTER I KI I / i y sow —— D-T EXISTING ROOF FRAMING,51EATwN6,5wN6LE5,CELMG JOISTS, CEILING FMIGES \ l / D-4 SHALL BE REMOVED 1 DISCARDED, JD-a EXI5TIN6 PUME51%FEATURES SHALL BE REMOVED 1 DISCARDED IN THEIR EMIRETY. I I O _ o-o v-a o11 MSTM6 KNG®1 APPLIANCES.BASE LABMET5,NNLL LABRETS,CaANB6,ETC.SHALL D-s O I BE REMOVED M THEIR BINRETY. \\�\\O r T.—i D /L� �c�J�IJ LS°o `{ D-O E%ISTM6 FLOOR FIw5K5 SVVN.L REMOVED i0 S,SLQJR 1 BE PREPPED FOR NEw 1 \\ FLOOR 9 SHIES. 12-13-23 ISSUED FOR PERMIT I 'r ❑ \\ I `i // I D_5 D 2 D-II EXISTM6 CONL.STOOP TO BE REMOVED 1 015LARDED IN 45 ENNRETY. GOMP 4 REVISED PER TOWN CLOSE `\I 1'—�IT 1 I /A � I I � COMMENTS / I 04-08-24 REVISED PER TOWN r —J D-12 E%ISTM6 BATHROOM FUTUEE�i SHALL RBITED IN THEIR @RIRtT'. �'I —_—� // r D-13 EXISNNS ROOF RAFTERS AND CEILIN6 JOIST SHALL BE REMOVED IN THEIR ENTIREFY. 08 2I CO 9 24 REVISED PER BOARD OF Ili 1 I 1 I TRUSTEES COMMENTS L J—— _ 09-20-24 REVISED PER DEL �., APPROVAL D 12 1 I D 4 DIE TO FIELD CONDITON EXISTIND HALLS AID ROOF NEED®TO EE REMOVED 07 25 REVISED PER FIELD / \ 9 r BELNSE OF POOR CONDITION AND ROT. rrr �I // `\ ILLJ /\\ 11 111 CONDITIONS I I5 II // ROOM \\ I I I D-4 I f I It I I I D_2 L L L—_ // 0.13 `\ FOYER // STEM I I I D-u I ---J-1J ---2—_—_2---=-- 2----25----J ffo IF D-� GENERAL REMOVAL NOTES: . I.THE GENERAL CONTRACTOR 5 SHALL VERIFY ANY AND All EHATIA UTILITIES,PIPING,WIRING,ALL LINES,PLUMBING LINES,ETC.THAT ARE D 2 ICI FAMILY u1 D-2 AFFECTED BY ANY AND ALL AREAS C DEMOLITION.SAID UTILITIES I+;FM1F•}1f{yII; ;rPfi}l{; SMALL BEEIO TERMINATED IN ACCORDANCE WITH APPLIDEMOLITION ABLE LODE ROOM D-T PROVISIONS PRIOR TO PROLEEDIN6 WITH DEMOLITION WORK. 2.ANY AND ALL REQUIREMENTS INCLUDING BUT NOT LIMITED TO 05HA D-2 I D-13 Yl D-2 AND NIEH YORK STATE BU LDIN6 LODE REQUIREMENTS FOR IFE}•}I�llBfRfFlfJ... DEMOLITION WORK 5HALL BE ADHERED TO FOR ALL WORK D 2 /\ ' D 2 PERFORMED IN CONJUNCTION WITH THIS PROJECT. IIfIyII IIBYJ' 3.CONTRACTOR SHALL VERIFY ANY AND ALL BFARIN6 PARTITIONS PRIOR TO CONSTRUCTION.SHOULD ANY BEARING PARTITIONS BE //D-3 J REMOVED AS PART OF THIS,PROJECT,CONTRACTOR SHALL PROVIDE IL — TEMPORARY BRACING UNTIL NEW WALLS OR 5UPPORTIN6 MEMBERS (� D-2 D-2 E-2 D-4 D-2 E D-2 E�q D-2 D-2 D-2 ARE IN PLACE.NOTIFY ARCHITECT OF ANY AND ALL BEARING z STEPS PARTITIONS THAT ARE TO BE REMOVED 50 THAT ADEOUATE DN I ENGINEERING SUPPORT MAY BE PROVIDED AS PART OF NEW W p I D-II II CONSTRICTION, z Fi L 4.CONTRACTOR SHALL VERIFY AMOUNT OF EX15TINO WALL FINISHES TO BE REMOVED FROM WALLS THAT ARE TO REMAIN.SAID FINISHES TO ai[c� BE REMOVED MAY INCLUDE EXISTING VINYL WALL COVERING, ' V PANELING,ETC. HS�..j i6a Z 5.ALL MATERIAL AND DE5RI5 REMOVED FROM THE SITE SHALL BE z t LEGALLY DISPOSED OF BY 6.L. 6.ALL PLUM5IN6 WORK SHALL BE REMOVED AND LAPPED IN Ey Vl ACCORDANCE WITH THE PROVISIONS OF THE NATIONAL PLUMBING IF�yI Z LODE AND ANY AND ALL LOCAL REQUIREMENTS. W O T.ALL ELECTRIC WORK SHALL BE REMOVED AND TERMINATED IN _ �PROPOS�D REMOVAL FLAN E- CODE AND TH WITH THE PROVISIONS OF THE NATIONAL ELECTRIC W O O J SCALE I/4 �I-0' LODE AND THE NEW YORK BOARD OF FIRE UNDERWRITERS. Q O Q H.G.L.SHALL PROVIDE TEMPORARY SUPPORT OF ANY A ALL UTILITIES, E PIPING,CONDUITS,THAT 15 AFFECTED BY THEIR WORK. Q O 9.CONTRACTOR SHALL COORDINATE kV OWNER THE REMOVALS OF W z~O EXISTIN6 ITBM5 THAT OWNER MAY W15H TO RELOCATE/REI/SE. p O O O O� z a a a G"'pC��Ch�#B 2}024 @-Mlp IFDISIE, PRO,IELT5-23-024 4OF9 TABLE 3.1 FASTEN®2 SGHERA.E FOR STUCTURAL Pff-N®ERS .. NMIBER AND TTPE OF FRAMING NOTES: JOIIJT DESCRIPTION FA5TENER NAIL vAclfle RIDGE S RAP AT EA.A. RIDGE STRAPS AT EA. ROOF FRAnING 2•x e'RR®I6'O.G. RAFTER. /b.. Rafter to To Plate ToeMailetl 3-BO err ter I. ALL FRAMING LUMBER TO BE GRADE STAMPED DOU6LA5 FIR-LARCH TYP.ROOFING OR Let bL to i P ate oe+n 3-Bit er Dist STRUCTURAL GRADE NO.2 OR BETTER. cells Joe!to Pm 'el RaFker Made 4-Ibd ao di 2.ALL EXTERIOR FRAMING TO BE STRUCTURAL GRADE CGA TREATED LUMBER. s Ce111 Joist L e ovcr Portrtionsn•a Mane a-16e - 3.ALL SHEATHINI6 TO BE APA.RATED,EXPOSURE 1,1/2•MIN.THICKNESS. I-MIN.AIR SPACE 2"x4°COLLAR TIES AT Co11a•Tic to Rafter acaMalled 4-btl PERIMETER PANELS AT EDGE OF ROOF a WALL CORNERS TO BE NAILED a 4.O ABOVE IN�U`L Bbekb to Rafter ToeO 2-ed achtew I6"O.G. Rm Board to Rafter Ile a16a each end ALONG ID BIL a 6'O.G.IN FIELD IN SOLID ELKS.UNDER ALL SEAMS. BETWEEN RIDGE AND _ 4.USE SOLID BLOCKING MI X-BRACING BETWEEN ALL JOISTS®RTITI MAX.SPACI eJC @ M.3G.NnIIt Ip G-t"Do.� WALL FRAMING 5.PROVIDE DOUBLE FRAMING UNDER ALL POSTS a PARALLEL PARTITIONS. CEILING JOISTS. 6pO�� To Pate to To Pate -nailed 2-I er foot b.ALL FLUSH VD.CONNECTIONS TO BE FASTENED Vn/RATED GAL-V.METAL Plate at Intenectlonsa .Wile a-16d Dints-each Bice CONNECTORS BY SIMP50N(OR EGVAL). stud to 5Wd oce Made at I(ad 24'oc. + } mm e70o 1_m5 9's Av7muJ['S weeder m treader Fact-vaned 2-Iba lb'oa.ale LAG BOLT NAILER W/(2) IWO�1C#mmmuDn Dv I IWN To or Bet-Plate to stud Mal ed 2-Ibd er 2x4 sNd a 031"P97.0 3-16e er 2x6 stall GLAZING NOTES: 3/B"m x 4 I/2°BOLTS®32`P.C. 416d er 2xB stud mtrom Porte to Floor Jobe,Ban Dist.B,e else or Bi« aea,anae - er rope O TYP.EXT. - TEGO EA.R.R.TO 2"xb"NAILER M n(t o WINDOWS/SL.6L.DOORS AS MANUF.BY MARVIN,INTEGRITY W/ LSG".1LS FLOOR FRAMING IN5UL-GLASS,IMPACT RESISTANT a DESIGN PRESSURE RATED AS REQ'D WALL(2"x4" p Joist to I.To Plate or birder Marled 4-btl st BY CODE 4B USE: R4 PAN 5 FOR STORM PROTECTION- IN ATTIC B Br to Jobt a-rune 2-Be entl PROVIDE PRECUT,.PREDRILLED PLYWOOD,T/I6•THICK. SPACES) -- Bloc to Joist .enter a oe 2-be eah eM INCLUDE ATTACHMENT HARDWARE: Block to 5 I or To Plata Toe mile - each block 2 1/2"NOD NO.5CREW5 a 16"O.G.F/SPANS UP TO 6 FEET, Led er 5lr to Scam aeMa ed 3-Ibd eah Dist AND®12"O.G.F/5PAN5 BE KEEN'6 e b FEET. .best on Led r to Bean Toevialletl S-BO er obt BUILDTJR TO VERIFY a CONFORM TO ALL REQUIREMENT5.REVIEW OPTIONS ' { Ha:d Joist W Jo sk tl }Ibd ar okk WITH OWNER. Bad st to 5111 or T Pla 2-Ibd er°is[ ROOF SHEATHING OPTION:PROV.I'x4"PIC'NRE-FRAME TRIM(ALUM.GLAD)TO ATTACH STRUCT. PANELS.PREDRILL HOLES F/HARDWARE,PROV.PLASTIC INSERTS TO PROTECT 5wctura Pmc s bd 6'ctl c/b ilattl FROM WEATHER,ETC.(VERIFY DETAILS) D I'x6'or I'Bathin 2-8d MAINTAIN I"CLEARt I'xto'a wider 3-Hd rt FOR VENTILATION. CBLIN6 SHEATHING NOTCH RR F/ .2e %oD"it'" Ho1lHaerd sit coolers e/O'fiele SHEATHING CLIMATIC E GEOGRf�PI-tIG EA.J5T. R 2-51MP50N"H2' WALL SHEATHING T° TEGO 5tr"turd PavlS Bd b"e e 12 tier° DESIGN CRITERIA: Fiberboard Pore1s CONNECTORS 0 IW O.G. 17777! TAG" b0 3'e /6'field (ONE EACH SIDE) R (1 f7 E- 2 2' Bit 3"e e/ 'field 2"xb" UIJLS AMERIGAN FOREST AND PAPER A5500IATION(AF4PA) R-30 INSUL. GJ 12-13-23155UE7 FOR PERMIT inn NO11-d Sd aadars rase/10°Weld WOOD FRAME GONSTRUGTION MANUAL FOR wartlware Bd b"e e/Ir riele 03-24-24 REVISED PER TOMParticleboard Panels ore b"eg./12•feed ONE AND TWO-FAMILY DWELLINGS.(2001 EDITION) GOM'IEWS i more Slleathl TYP ROOF TIES04-08-24 REVISED PER TOrW O I'x6°a I'x0• 2-Btl rt 3-BO rt CONNESIMPSCTORS I'-4' COMMENT _oOR_PATH NG CONNECTORS®16"O.L. TRUSTEES REVISED PER BOARD OF 6ROUNID SNOW LOAD 20 FSF U.N.O. "X4" TRUSTEES COMMENTS SWcbmal Is ww sa®:Toni of sounq.o 130 MPH(3 SECOND G)ST) 09-20-2-20-24 REVISED PLR DEG I'or less ed mm;l WIND EXPOSURE CATEGORY B(SUBURBAN,SEMI-WOODED) APPROVAL SEISMIC DESIGN CATEGORY C '-0. 02-21-25 REVISED PER FIELD G O CONDITIONS x0 a 3-Btl WEATHERING AREA SEVERE U.N.O. ROOF SHINGLT� ICE SHIELD YES As It roof shh les 6aly.stl m.12 q¢ ha+k u/a m1n.3/0"ilia.Head.Fostcror shall pc-trace FROST LINE DEPTH 3'-0' Phu g tMovg,the oFhig gZ,_orb ar d a mYi.of 3/4-Nto roof sMaWilriy grid sMll roof mmlufactvrer aid ovlde ro less Uh 4 Fasteners r str shin le. TERMITE AREA MODERATE TO HEAW :Nmlhg requrements ac eased on call sFeathmg nailed 6'on enter at the pant edge.If call sheanmg is nonce DECAY AREA SLIGHT TO MODERATE 3'on center ak Bn paroI etlge to of t higher__wp«Ides,rallirg requo-emen[s for strvetural memkers shall x tlablW,or alterrnte comcctars,such a shoo plates shun be used to mabtaln tla lone path WINTER DE516N TEMP 11 °Men wa11 sfieaNYg b conthvous ovcr comncted rtnmbere,the taWlatetl weber of alb sMll be permilbtl to ka re-c!.1-Ibe null per foot. DOUBLE TOP PLATE NOTE:ALL NTS OF HE TO WORK SHALL BE DONE IN ACCORDANCE WITH THE CODE REFERENCE NOTES: HEADER REQUIREMENTS CONSTRUCTION THE ON H OF 5 HALL BE AND THE FOLLOWING: THIS APPLICATION/PROJECT WILL CONFORM TO THE 2020 RESIDENTIAL O? R)LL HEIGHT GODE OF NEW YORK STATE R30B filaztg at Ivuadae I-shall have glaztg proteclkm in canfae:aee utth r308.In general,gbirg in =F STUD all doors ad Flied side panic,6laztgs bss the 50'OIX,.sviaes of etas sha+ers,etc.6bztg WtM 24' ENGINEERED STRUCTURAL COMPONENTS AS PER A5GE 7-10 ac d doors b ebscd pau'm with sills less thm 60'above fbor.aea y over 9 sgwe feet mtl less thm 16' atnve Fhished Flea.6"roc staVwOpA ed'rgs.See corlpkte text d R30B.4.61artg fa speclFks m I-}'x Ib GAUGE JACK STUD HEADER TO STUD: GODS GQMPLIANGE. locatiors ad c-ptba. STEEL GOLIED BY SIMPSON L5TA21 CONNECTOR THESE PLANS HAVE BEEN PREPARED UNDER THE 2020 RESIDENTIAL CODE OF NEW TYP.FLOOR STRAP NO.GSIB Yq/I6-IOD FPSTENERS YORK STATE.ALL DETAILS AND INFORMATION HEREIN 15 CERTIFIED BY THE R308b 54110,ad slopee glaztg shall canP'O with this Beene and have Fully telryerre glamg J015T BY 51MP50N LISTED DESIGN PROFESSIONAL AND IN COMPLIANCE WITH THE FOLLOWING: UNDER J015T(12" Ram 6aage opabg promctlm ad sepaatkxi requred W be a rated ad in canormmce wth R30q.6aage END LENGTH)I6" WINDOW SILL I. 2020 INTERNATIONAL RESIDENTIAL CODE FOR ONE AND TWO FAMILY HOUSES Flea strtae doll be sloped U F«Illtate the movmm[of ligukb to trab towed the maF vehkie ewy 2. 2020 NY5 UNIFORM GODS SUPPLEMENT doauay O.G. PLATE 3. 2020 IEGG BOX BEAM. STUD TO PLATE: 4. ENGINEERED STRUCTURAL COMPONENTS PER A5GE 7-10 R310.1.1 AI emergaty escaa ale reswe opadnry Ndl gave o mwm.m rot yea opewg d 5.T sf_c Feet. MATCH FJ 5. WOOD FRAME GONSTRUGTION MANUAL 2016 EDITION FOR ONE AND TWO STORY 24•mhtium clew opmtg heltfk,20°mehun elect opmrg wcth 44'min stiff Iekfi. 51MP5ON"HDU5"UPLIFT Gj FAMILY DWELLINGS CONNECTOR W/A"PIA. U FKh_I%TAU UW 5TARKAYS,HANDRAILS,GUARDS SHALL BE INSTALLED M RLL COFIPORMANCE KM TITER TYPICAL AT CORNERS z THERE SHALL BE NO DEVIATION IN CONSTRUCTION PRACTICE FROM THE RT5FELTT E CODE SWET .PRCwITFLT S NOT RE51 O 1B.E Fat THESE INSTALLATI b. C REQUIREMENT5 OF THESE DOCUMENTS. OF BUILDING AND AT W W� R314 5talrwvf shall roL W less f!m 36 bches h clem wdth al all posts aMve the permRted haddl he t BOTTOM PLATE END5 OF 5HEARWALL5. MATERIALS SHOWN AND SPECIFIED F THESE PLANS HAVE BEEN CHOSEN BASED ad bebu the regdreAtearoan FeI jet.imtralls sMll not project mac Nor 45 rotes m eltller zldeof tk Q ON PERFORMANCE DATA AND MANUFACTURERS RECOMMENDATIONS.AND Fa aN the mhtnm elect width:of Fie st° at oN below the haci k t held' lroaes ad O O a (- SUBSTITUTIONS WILL BECOME THE BURDEN AND REA50NIABILITY OF THE s F"OJ �'• 'g C NTRAGTOR TO VALIDATE THE COMPLIANCE WITH CODES AND TESTING lad'ugs,stall rot be less the 3I5 w.hez.here a Imtran is hstalkd m oro sNe ad 2>tithes where No M s �f,f PROCEDURES,INCLUDING THE PRODUCTION OF ANSI TEST RESULTS,AAMA TEST ore provided m both sides.The mavhlxn rb6erB e ebe 85 11 o and Lh lmnm tread depU shall he q'I RESULTS,ETC. cde with R142.Hn pvw d, lllmni h c c daxe wi!h Ali d0 1-1 Sclera,RA3.4.Eiclosed acessble spore uitic stdrs shall Fa+e wolfs,uMr sfbY wHae ad ay soFfes z protected a the enclosed Bede wth 12-hich gA_e bw'e. 0 R3I5.1 fkbtrallz t°`'r5 a mlel ad mmhan hc=of 34 4kkz ad 3B hdies,respcctNely,meaared F EA ` vertkolly from the naing of tin treads than W prLet- m a!least one side of slot y.All requtred 7�r^ GENERAL NOTES mtralls mnbe Nnrunleghafthee�rswthNmm�erbe Namapah dedly--ethe ow o lop r'w of a rikjit la a pohk drecty aoova the lowest rsm of the FIgR.Bids shall be rotarod a N.11 M F temhote h rowel posts a safety to ieals.Ibitrolls adjamt[o a wan shun have a spec of rot Icss tern 1.5 /J 1.An elatrk work shun ca"Pkl with the Natbwl Elactrice CWe.Bectrkim shall oletah W u,cc w t Whes(3BImU between the wan ad the ind'alI Tk hedgrp poem of hvvkals shell Ime a chwla crass q 0 00 Z ceHlficale for all electric work ad shall s It to amer.P-de d1 avtleLs ad junetbn taxes regvted Beetle of-I/4 Mns mbhun b acre IvJies moximm.Eege radius of VB'. F.ti f Ior all appuacez,purTVs equpment,etc.III shall revrew service requo-ements,au lkjikvg outlets, q CV 0 N fbdlres,Phan Jactr,T.V.able pets ell with orrnr a regored for the TO Yetalloflan ord satislatbn R316J 6umtls are to be a mhknm of 36 roles(414rmU h height.Open sitles of dais NUh a total rise of more W z,y 0 Lu of oven requbemer"and cad ianpliance ad shell provide 5ar:e.Prchllect 5 Wok rez?onsble far Uu:3D udee wave the Fear m gade bebw shall have guards(emh zee)rot less the 34 Mhe b he ft eleclrkal Msiye far fhb pr eject In my apany. meovred verUcelly from the rosrg of tln treatls.(Scant sbnJ gods ore reco-,,&d b be hk J 0 2.All pbrbo-g nark l colFply wIU the Natlanol PN�bFq Lade mtl all heal codes.Cantfamr civil iYP.ANGNOR BOLT: ap review wth tM over the rogvrements for plurbtry belal[a[bre btludirg Wt rot IMRed W FWI.Tes,tr4n, R3NJ Shgle and rlolNple-sfatbn Broke alatrm shall be Letalletl b will sieepmg room,wLZVb of Bali sep-de 5/b'DIA.4B'O.G. TYP.HOLDDOWN5: 0 nabs,etc.orb requbemeNs for water service aril demesne Mt water.A^chltect b not aepoable sleephg aea h the Ymedate vkhibj of the betroom,m eah Mtlttbrol clay aF the awelimy helWFig COORDINATE PLACEMENT BY SIMP5CN,HD2A CONNECTOR W/ 14 w for lunb tees b 1 Canc-lar shall Ide soNtoy tee In auadane wllh the LmrmeNs.TYa clam Minces shall to stercorec[e0 h such a motrer that the atNa[bn of ore slam w01 W/HOLD DDI^N BOLTS.VERIFY 14-5D53 SCREWS(OPT)AND EMENDED 0 revs p h9 sys my L°P°L Gj. prw Pa P. Ou approved site plm ad sFnll coa-drote all tspectlas requ4ed tpp oval or Barn.Aml attvate all d tin abas h the MW,dal it.The alum shall to ckaly adble b all betroars over Fakrard BOLT TYPE,EMBEDMENITftEBAR i 5/6"BOLT FROM ENID WALL - 7w zuveys hdwlhg Fsal fork locotbrs sMll be bl viers zweym.Contrator shall prcWde surveyor wIU rcIN,feel,with all Wervmtlg Boors clesed.All smoke ohms still be Lie ed atl Ir stalled h aced-with ETC.BEFORE CONSTRUCTION O S (SEE FND.PLAN FOR LOGATINS) i Fjc7 5.All H.V L requbed. the Provbbc of the code and the Fc h ld Howe Nrg equipment prc.ices of WPAT2. _ =f (� 3.All H.VAL.work civil caryly wkh Prticle 10 of Use N.YS.IMi6am Fee Preenllm ad Blildirg Code ad TYP.SUB-FLR. TYP.5VB-FLR. 5,0 g Code.Catrator civil review all medmkal systems with ours for[pe aF system b tw p-lelOd R31q.12 well ad[O11mg rhbice rot IrrluG ig trM,Boa,ad ubdou irmie5 1l hwe a FlaresPread TYP.FJ. TYP.FJ. (y (IE.oil,gm,m electric hot water m air,etc)hclutlhg ah conditice g reci ece nte.MaNtat b rot clazPko 0,of rot grater the 200,WII nil ctilrg FWshes Owls krve a smoke-deebped Ydex d rot 14"x 18 GAUGE STEEL uL:r espoable fa heating a air aMitbntg systelra b aly upalty. yeamr ehm 450. GOLIED STRAP WRAPPED I-'x IS CAUSE STEEL a 4.Ower shall obtain m)ad all requhed permhs prbr m allOwmg contractors W proceed with ag of R322.A vapor retailer shall be'vetalled m tle worm-b-water file of laubtkm UNDER SILL AND OVER �GOLIED STRAP WRAPPED work MWI.I Nkaary rhlnr sM11 W co Lin ed,mctwed,s_pp.W,,and rOW-ed m requlred b Bins dv pler EACH STUD W/12"MIN. llllll UNDER SILL AND OVER °C6 5.All site work heed' lee,utilities,eaements.setlwcks,elevatiars,trau�ge r to ad the epplbdsb Povblas of CNpters 3.4.oil b with eppll c.de-es b c sticks ad 6 wall,,etc.shall be b a�.corm rc w n a sRe Im d HIe owlers sury The r4ehttect Isrot Frestoppbg. S7UD BEARING.NO.G518 EACH STUD IW 12"MIN. P P-Wa-e bJ eYa' BY SIMPSON STUD BEARING.NO.CST, spoable for ske deslye of my ripe'e ay copaity. FH(JI.I Attk aass.M altk acess shop tw ded to aktk aea tllat exceed 30 feet ad Y SIMPSON b.Ail work shell be peHormed ty Ikcrecd contratms wf-ore experienced with the hpe of work Wing opewg pouf sgvac R-30 INI5UL. R-30 INISUL. rFamed.All cmtractas civil mahtain IIabIIi heaance ad waters rcatim btssonce b have a verticol herfU or'A hches a gealer,lire ro>�i-rrared opewh shoo rot W less Nor 22 riches bj 30 pp O I(PS t�•'4#8 23-02a iorrec carpe Mies ad shall to boated in a hull then reodil Sb bwUav A 30-Yich mhimm mdrtruclyd W/VAPOR BARRIER UP W/VAPOR BARRIER UP lion wth all work IO,M perFamed h project, c Pao y aces Z 7.All matcrbis,systems,egnpnnt,fix6<ez,etc.shall tic kaIIW H strict conplloroe with the Fred'oan h Un attk spore shall be Pr°vldee d sure point ante the awn opeing.See Scorn MI30513 z moruraGrers vitten Nc2tba ad WWIWtion hebvetbre tcke II cleamees la ,e ere. Fa aces requremenls Mere medmkal equ¢mmt is beNee h a[lk. L spec rg a TYP.FNID./FTC. GRADE TYP.END./FTC. GI"•/'t,�a [POIL[90 PROJEGTS- -24 b.All tatratarz shall woTmt then wok h wltkg to the ewer for a mhhnlm period of two yews. IfB06,1 CanFxstlNe haulation shall W sepaatetl a mininun aF 3 Fches fran recessed Ikflltrg fAt,',For motors, - - _ _ _ GRADE 9.Tin Mchitect shall rot Mve wlitrol or chmge of mtl shall rot M respomble Far-IT,ten mesa, ad oUcr lea! dx devices a x aced h a[cadoroe wnh the co Ilcns st led b the fiza Its[ T methods,tedbigies saquencez,a-procedTes,m Fa safety progam in aomectlm with the work a for yra 69 pa W° tg. EXP.JT, d- `PITCH FINAL GRADE EXP.JT. -� ats m aninioa of tie contrcetor,sdxontralors ar ay person perFonning ag of the work or Im the Recessed Ii�d'mg hztalled b the Wildrvy Uermol envebpe✓:all n'ee!do requirements of 5atbn MI013. AWAY FROM WALLS TYP. PITCH FINAL GRADE fdlure of ay of them to cart'out the work b acadmee with the Intent of the cantrat docarents b tint 4"3500 P51 CONS.5L AWAY FROM WALLS TYP. L7Rl�.M1D NM(tU' - cab re porsbll y b tin sale respaaro lity of the amtram. DES I e N LOADS: 10.Ali exterbr Mors roafhg shtgles,tr.,gilding,etc.9a11 be reviewed oil approved bJ owner. It.All hL.-lhishes hcmdtlg Wk rot IMiled b walls,Flomhg,tile,etc,shall be reviewed win ad 12.All to bj owner. LIVE DEAD 12.All miscellaeas h[erlor Items hcWdtrg tat wk Itrnlled to don,tr4A Fbeplaces.closet shelvtg kite- w wAo 2°x4" 2•xq• cM1ne[s,shelving.hmdwmt,etc.Broil be reviewed with and cpproved by owrcs. 20 10 ROOF: Piicw KEYWAY . aAO ' 13.Wore exbtkg walls,pats etc.ore reeved it b the res(nrablltty d thn contratar to proNde 40 10 DEC /PORCHES Z KEYWAY lellpmag wppal,srorbg,tratg etc.a required. 40 10 ROOMS OTHER THAN SLEEPING FOOTI ROOMS FOOTIN 30 10 SLEEPIN6 ROOMS 20 10 ATTICS WITH STORAGE O O 10 10 ATTICS WITHOUT STORAGE 5 OF 9 21-01 3'-10' 14'-10' 11'-101 2`6" 2'-6• 3'-10' IS'3' II'-3° •NR 2'-6•x 6'-b°SELF NEW b•CM1 y CLOSING DOOR 41olp p°atm' Lua. WALL ON �CaO`U �4 bXI&�n� F_ AREA F _ -- n WORK 5F L_-- --- 1211T,G5C9 ©°99G UVflC'V �T�3 }° 612 0°`12------------- OG.VERT. MIN 4• EMBEDMENT x 5 13'vR EPDXY 0412 @Ali Q1 � pREBAR0 ° ` \ @ � @mtlD.C.VERT. MIN 4' 1 �. II nUu nmevNry'1 'E EMBEDMENT NEW 6'C4MU WALL ON FOCMN6 'f CEILING 4-1 Ill TITFAN10_11. -0b_2. 12, ° 1O_1°1 I -0 a 24'BARN DOO L_________ ------ ___--___-___ 2'-0'AT HAUNCH WALLS ABOVE --------- ------ ------- � ` 0 _e otln f3'� 12-13-23 155UED FOR PERMIT I I hl \ 4 TUB U 03-24-24 REVISED PER TOM 23'-2° L-------J u - / `\ GOM-ENTs `ry Q / \ (°.I IV 04-08-24 REVISED PER TOM I COMNENT COMMENTS L___J I RAISE EXITS MALL MIN 16' L P� N / `\ s° •r ITT 08-2H-24 REVISED PER BOARD OF K REBAR a 32'O.G.FILL -_______ L_---- x Q / \ -' K Oq-z0 2�f4 REVISED PER DEG DELLS 501-ID WITH _NON-SHRINK NON --_ N LIVING `\ N I $ APPROVAL GROUT TYP. /EX.2'x6'FJ v B� \\ x J 02-21-CONDI 5 REV SE:)PER FIELD / O� EXALAVATBJ DIRECT I AN \\ T x i m Q 16•w6'CON- L FIB I //FAN \ °�G FOYER I FER ON 4°GDNG SLAB ON GRADE 3x L I mi 24>24Xb PSI CONC. W/6X6 IOAO kW 6 Ib'wb'GONG ___ PLACE I // h \\ ALIGN x L FOOTING Q MIL VAPOR BARRIER ON b' FE12 J J \ - ry COMPACTED GRAVEL FILL 24X24X6 r_____ \\ FL00R 3,-0• I FOOTING I Q J e L. O, I - / - W�x 115 5TL PLATE LE F.lfmat \ - �' O E ` 1 u+N 4XI0 P iz \\ I 4XV POST M1f L COMPACTED VA0QFILL AT 'EILINS in I i FAN - FO PERIMETERUNDATION a % ry NN COIIPAGTIOII = AIlil / ` ` 0 0 -N A A-6 32'-S° KITCHEN `\ 0 N A-6 qU I .3i ITT v v U v 3S'x5 W.13 NDR x5}' 13 NOR 3}•x5 H7Ft ♦ , r ---------------- AR251 AR251 AR251 AR251 �F b AR21 AR21 1 AR21 AR21 I I CH55 0155 GW155 CWI55 Q CI55 G155 CI CI55 6155 Y EXA-AVAT® I a m L L J I 1 I W 4'E' 13'�° b'-6° 13'-4• 5'-0° pa 61I° b-b° 612° T-I° W O Q 42'-b° 3312' Z w7w LL) pW+° O B B x�o A-6 A-6 Z�: •~ .-I EGEND= [^��� 5'POURED CONCRETE NOTE' O W p,p Z FOUNDATION WALL. I. BOARD OF TRUSTEES APPROVAL NEEDED 2 E-�,.7 O LL PROPOSED FOUNDATION PLAN PROPOSED FIRST FLOOR PLAN 2. DE-APPROVAL NEEDED w O0 KALL OR 2"x4°WD FRAMED WALLS a lbI O.G.W 1/2^ 3, ZBA APPROVAL NEEDEDEMO q O Q p $EiAL� I/4'�I'-O' G.W.B.EA.SIDE 2 SCALE 1/1 .I'-0' 4. PROS DEMOLITION AND SUBSTANTIAL A F N O 2'xb"OR 2"x4°WD FRAMED 5. HOUSE MUST BE RAISED AND ADDITIONAL FOUNDATION ;A Z„ O LLLL HQ E-. WALLS a 16'O.G.H/1/2" ADDED TO COMPLY WITH FEMA GUIDELINES U3 O O rn O SMOKE ALARM TO CONFORM WITH R314 OF THE 2020 IRG.CARBON MONOXIDE 5A.B.EA.SIDE O t'I IL DETECTORS TO OF THE 2020 IRG AND SHALL COMPLY WITH SECTION 915 OF THE 2020 b. FINISHED FLOOR ELEVATION MUST BE b FEET OR HIGHER Lti FOUNDATION NOTES: NOTE, O'5D SMOKE DETECTOR 0 C WINDOWS TO CONFORM WITH R310.2 OF THE 2020 IRG WHERE APPLICABLE CARFRAMING NOTES: c LLJ I.ALL FOOTINGS SHALL REST ON UNDISTURBED SOIL OF 2 T5F GO DETEGTORONOXIDE a BEARING CAPACITY,SUBJEGT TO CONTROLLED INSPECTION. I.ALL FRAMING LUMBER SHALL BE GRADED STAMPED DOUGLAS b.ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH W [L CONCRETE NOTES: RATED GALVANIZED METAL CONNECTORS BY"SIMP50N"OR 2.KEEP FOOTING BOTTOMS WELL DRAINED UNTIL FOOTINGS ARE EXHAUST FAN MIN TS CFM FIR-LARCH STRUCTURAL GRADE N0.2 OR BETTER. Fi APPROVED EQUAL. IN PLACE,PUMP A5 REQUIRED. I.ALL GONGRE L WORK SHALL CONFORM TO NE 3 CRE �1 ADD TOP PLATE AS CONCRETE SLABS SHALL BE 3500 P51 STONE CONCRETE;ALL 2.ALL SHEATHING TO BE APA RATED,EXPOSURE I.5/8'MIN. 3.CONSTRUCTION JOINTS IN FOUNDATION WALLS SHALL BE NO REQUIRED TO MATCH 9.PLYWOOD SHEATHING TO BE NAILED WITH BD a 4"O.L. EXTERIOR G GRADE WORK SHALL BE HEIGHT P51 AIR-ENTRAINED. THICKNESS OR AS NOTED. 9 'I MORE THAN 50 FEET APART AND NO LESS THAN 4'-O"FROM ANY ADJACENT WALL TOW TO EXTERIOR EDGES AND 60 a 12"O.G.INTERMEDIATE.PIER. REINFORCEMENT SHALL BE CONTINUOUS THROUGH SLABS ON GRADE SHALL BE NORMAL WEIGHT CONCRETE. BE a'-O' CONSTRUCTION JOINTS.DO NOT USE HORIZONTAL CONSTRUCTION 2.ALL REINFORCEMENT SHALL BE DEFORMED TYPE 3.ALL SUBFLOORING TO BE APA RATED SNRD-I-FLOOR, a p JOINTS. INTERMEDIATE GRADE NFJW BILLET STEEL CONFORMING TO A5TM EXPOSURE 1.3/4"MIN.THICKNESS.ALL EDGES OF PLYWOOD TO 10.ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND A-615 GRADE 00. INT. FINISH NOTES BE SET ON SOLID BLOCKING.GLUE AND NAIL PLYWOOD STUD WITH GALVANIZED HURRICANE TYPE M GONNEGTOR5 BY 4.SLABS ON GRADE SHALL T. PLACED BY STRIP)CAGING SUBFLOOR TO FLOOR JOISTS. "SIMP50N"OR APPROVED EQUAL. METHOD(MAX.WIDTH 30 FT.BY INFINITE LENGTH)WITH CONTROL 3.TEMPERATURE REINFORCEMENT,SPLICES,SUPPORTS FOR I-ALL 5PACE5 WITH AREA of yl2RK SHALL GL^30a cf1LZ@4#e 23-024 JOINTS(SAW GUT)MAX.30'-O"O.G;CONSTRUCTION JOINTS SHALL REINFORCEMENT SHALL CONFORM TO REQUIREMENTS OF AGI-31H RECEIVE U)GOAT OF PRIMER AND(2)COATS MIN.OF INTERIOR LATEX PAINT BY SHERWIN 4.ALL HE 6'-0'AND OVER SHALL BE SUPPORTED WITH II, ALL PRE-EN61NffRED LUMBER SHALL BE'TRUSS J015T"TJI BE LOCATED ALONG LENGTH OF PLACEMENT AND AT ENDS OF 4.CONTINUOUS REINFORCEMENT5,5HALL BE LAPPED 45 WILL OR APPROVEv EaUAL.(COLOR By SERIES WOOD-I-BEAMS AND LVL PROOU'75 OR EQUAL.ALL PLACEMENT. DIAMETERS AT SPLICES AND CORNERS AND HOOKED AT NON- D,,N DOUBLE UPRIGHTS,9'-O°AND OVER WITH TRIPLE UPRIGHTS.ALL JOISTS,GIRDERS AND HEADERS SHALL HAVE BEARING @MD VOiSGo PROJEGT5-23-024 CONTINUOUS EN05 OR EXTENDED 24 BAR DIAMETERS UNLE55 2-ALL CEILING SURFACES SHALL RECEIVE(I) HEADER5 5HALL BE A MINIMUM OF 2-2XB OR AS SHOWN ON OTHERWISE NOTED. DETAILING OF ALL REINFORCEMENT SHALL LAYER OF I/2'GYP.BD.W/U)GOAT OF DRAWIN65. STIFFENERS INSTALLED AS PER MANUFACTURERS BE IN ACCORDANCE WITH AGI SP-bb.(B6) PRIMER AND(2)GOAT'S OF SHERWIN WILLIAM5 RECOMMENDATIONS.WEB STIFFENERS SHALL BE REQ'D AT ALL OPENING SIZE LOCATION HEADER SIZE MINIMUM BEARING INTEIRIOR LATEx PAINT,DOLOR TO MATCH 5.SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND LOAD AND BEARING POINTS AT A MINIMUM.A SINGLE I-3/4°LVL Dm�Mo @#8 5.PROVIDE TWO x6 ALL SIDES FOR OPENINGS IN CONCRETE E%ISTING. FLOOR BEAMS AS PER N.Y.S.CODE OR AS NOTED®B'-0'O.G. RIM JOI5T SHALL BE REQ'D AT FLOOR PERIMETERS.HANDLING, LESS THAN 4 FEET EXTERIOR WALL (2)2x8 SINGLE JACK,AND KING STUDS WALLS UNLESS OTHERWISE NOTED.EXTEND BARS 2'-0"BEYOND 3-CONTRACTOR'SHALL PROMPE°,IN5TALL STORAGE,AND ERECTION OF COMPONENTS SHALL BE AS PER OPENING;HOOK ENDS. ALL STANDING ANO RUNNING TRIM.PRIME°� PROVIDE 2'AIR SPACE FOR AIR CIRCULATION IN ROOFS. 4 FEET TO 6 FAT EXTERIOR WALL (2)2x10 DOUBLE JACK,AND KING STUDS PAINT 5HERWIN WILLAIMS SEMI-CLOY FINISH MANUFACTURERS RECOMMENDATIONS. 6.PROVIDE 5LEEVES AND BOX OUT FOR OPENING5 FOR (COLOR BY OWNER). OVER 6 FEET EXTERIOR WALL SEE PLAN SEE PLAN MECHANICAL TRADES. OPENINGS SHALL BE PLACED 50 AS NOT 4-COORDINATE FINISH of ALL 00OR5 WITH 6.DOUBLE FRAMING AROUND OPENIN55(skyll]hts,stalrs etc)OR AS 12.ALL INLTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2"DIA. LESS THAN 4 FEET INTERIOR WALL (2)2x8 SINGLE JACK,AND KING STUDS TO AFFECT THE STRENGTH OF STRUCTURAL MEMBERS. OW R. NOTED ON DRAWINGS. 5-COORDINATE FINISHES FOR ALL COVER MACHINE BOLTS a 12"O.G. 4 FEET TO 6 FEET INTERIOR WALL (2)2xIO DOUBLE JACK,AMID KING STUDS 1.BEFORE PLACING CONCRETE,CONTRACTOR SHALL SUBMIT FOR PLATES WITH OWNER 1.DOUBLE UP FRAMING ON ALL POSTS AND PARALLEL PARTITIONS REVIEW A COMPLETE 5EQUENCE OF PLACING SCHEDULE. Cl-COORDINATE FINAL FLOOR FINISHES WITH OR AS NOTED ON DRAWINGS. 13.PROVIDE FIRE5TOPPIN6 AT ALL LEVEL PENETRATIONS. OVER 6 FEET INTERIOR WALL SEE PLAN SEE PLAN INDICATING ALL CONSTRUCTION JOINTS,TIME SCHEDULE,AND OWN GUARANTEE OF CONTINUITY OF CONCRETE SUPPLY. 14.BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS,SPACING NOT TO EXCEED V. 6 OF 9 CHIMNEY CHIMNEY O O v v 12 12 &MC9 OOOTH0(1v NBN CEDAR ROOF SHIN6L.E5 ON •p LU NEK CEDAR ROOF 5HIN6LE5 ON 12 #30 FELT PAPER OVER 12'PLY 050 FELT PAPER OVER 112'PLY Qom° WD SHEATHING. Q ° 8 295 L3 WD SHEATHING. gm G(L��'$LHU gm G10'VIsL` SDIT 99 AZAK TRIM TYR I AZAK ELE IV LL TYR TRIM ELEV.I6'-9" L5G,1LS 4°CEDARBOARDS ® Q CORNER!RKERS BOARDSTYP. A ®i ® ❑❑ 4°CEDAR ® A AR BOARDS 1 A A 21 I 21 1 TYP 4'CEDAR TRIM cl2 c12 u2 ��TRIM Tl'P. a2 LEADER N Bll CEDAR SHINGLESf NE�CEDAR 5HINOLE5j L135 L135 G135 SCOF � TER L135 L135 L135 G135 L135 f TYP. S�q. c155 C155 cs c155I III it $ ° ✓.w F FINISH FLOOR it - e I I IT I I I CHILD SAFE CHILD_��E �TE GNILD SAFE CONCRETE 12-13-23 I55LED FOR PERMIT I CHILD SAFE I CHILD IIAIIINSAFE I SYSTEM TYP. 1I., IL I RAILINS PER RAILING PER STOOP ATOP Y1/ RAILING P6Z I STOOP ATOP 4V 03-24-24 REVISED PER TOWN GOIDE PER — CODE PER — — —J —J _ — _ CODE — �� �—_ __ 2'BLUE STONE — CODE — 2'BLUE STONE LOM-ENT5 04 Ob-24 REV15FD PER TOM (AM ENT nFR0F05ED FRONT ELEVATION nFROPOSED LEFT ELEVATION TRUSTEES MM COOI T NPER BOARD Of: SCALE I/4'.I'-0° SCALE 1/4'.P-O' APPROVAL REVISED PER DEG APPROVAL 02-21-25 REVISED PER FIELD CONDITIONS C 4111NEY CHIMEY 0 a NE31 CEDAR ROOF SHIN61-E5 ON •50 FELT PARR OVER 12'PLY 12 12 12 VC SHEATHING. NEK CEDAR ROOF 5HINSLES ON =.Y QL3}° 430 FELT PAPER OVER 12'PLY Q 1' HD SHEATHING. 12 • AZAK TRIM —— T P. _ T.O.WALL AZAK TRIM ELEV.I6'-9" TYR ELEV.16'-9" ` 21 A 21 21 CORNERS TYP. 4'CEDAR BOARDS CEDAR TRIM W RCEDA TYP. 4'C TYRCEDAR TRIM 7YP. NEWCOFP92 LEADER COPPER LEADER TYP CEDAR SHINGLES AND GUTTER TYP. AID DER HEK CEDAR 1 SYSTEM TYP. SYSTEM TYP. SHINGLES TYP. G7 / V L155 LI55 C155 5 � / W CODE INISH FLOOR 1 FINISH FLOOR rn ELEV.H'-O" A[T] \ Z �r CONCRETE I I I I CONCRETE: STOOP ATOP W/ I I STOOP ATOP W/ CONCRETE CHILD SAFE 05 HR SELF x CONCRETE F " I I CHILD SAFE I STOOP ATOP W/ RAILING STOOP ATOP W/ 2°BLUE STONE 6'-8°SELF W 2°E3LUE 5701E CODE _ _ 2'BLUE STONE _ _ _ _ CLOSINS DOOR _ _ _ _ 2°BLUE STONE F ^ Q , FROFO5ED REAR ELEVATION 4 FROPOSED LEFT ELEVA71 ON °°E W z eq c o SCALE I/4.V SCALE I/4•.1'-0• C p (q HOLD DOWN CONNECTIONS :pEQuRED AT EACH BUILDING CORNER) U1RED AT EACH OVERHEAD GARAGE DOOR JAMBI a; SECOND FLOOR ATTACHMENT " w (REQUIRED FOR ALL NEW CONSTRUCTION AND SECOND FLOOR ADDITIONS) a 'SIMPSON'HDOS\: 4"V.'fH ROOF I� ,_2-16D COMMON 19 NAILS 0 "O.C. 'SIMPSON.HDOS ATTIC U a FOR FULL LENGTH 6 OF STUD .-2.16D COMMON @AIN N.OATH BLOCKIN NAILS 0 6'O.C. KITGEN ROOM -EQ2i ®ENOWAL OFR FULL STUD LENGTH `T PG;OO cJL�3C #B 23-024 0 END N '1 NDWAL 11/2' 11112. I2• 1/2• I IQ' 2•I 1 In'1 1 1/2' @'G'.DD I?OLL[El PRO.ECT5-23-024 51NK LAV. LAV. 'SIMPSON'HDOB/ n OR SHO R WASH DD(-nLJ 1.O(`1.GIC�i#8 'SIMPSON'PHD6 - u. 9 FIRST FLOOR FIRST FLOOR ATTACHMENT l (REQUIRED FOR ALL NEW CONSTRUCTION AND FIRST FLOOR ADDITIONS( 12 1 DIA.THREADED ROD EMBEDDED CAJ .CA. ALL STRAPPING,ANCHORS,HOLD DOWNS, 12 VY INTO CONCRETE ADHSIMPSON'ET CA AP EXISTING 6 ADHESIVES S BE INSTALLED. PER (HIGHTEMP STRENGTH DEG.ADHESIVE(6 FOR 4'SANITARY LINE 4'SANITARY LINE SEPTIC MANUFACTURES SPECIFICATIONS. TEMPERATURES ID DEG.TO 40 DEG FI USE )(HLI 'SIMPSON'AT(HIGH STRENGTH ACRYLIC ADHESIVE) HOUSE TRAP nHOLD DON CONNECTIONS nFLUMSING RISER DIAGRAM— SCALE ,/,.I'-o• " SCALE NTS 7 OF 9 ROOFING NOTES: I. ALL ROOF SLOPE AREAS SMALL BE CLEAR CEDAR SHINGLES ON 30 LB.FELT AND 3/4"COX.PLYWOOD OVER ROOF FRAMING. NQIE• CONTRACTOR TO PROVIDE 1FJ1M OF 2.PROVIDE GRADE ICE 1 HATER SHIELD AT LOWER 36"OF ALL FFEEM PROTECTION 4 DISCONNECT FOR SLOPED ROOF AREAS AND AT ALL VALLEYS. FLLIMBINB TO EXIERLOR SINIC --------_ P3103J ROOF LXTENSIOL .. r-------------------------.,� OPEN VENT PIPES THAT EXTEND Mica RNA ROOF SHALL BE TBOCNATED NOT LESS THAN 6• JGQG-41°yam ao°.a° I ° 052 HIM)ABOVE THE ANTICIPATED SNOW /m@U"Ii 1v1Nff L---------n _ -� ACC0LATM WHICHEVER IS&REATER �9�L30�G7©G'4��-�'L6°JML� (� r----------- - 1 F910i3 FRO5T Gl.OSURE KHERE THE 475-PERGBtT VALUE FOR L"3flumL` a-ID°Rey 9990E OUTSIDE AIR TEMPERATURE 15 O'F(-II OR LESS,YEW EXTENSIONS TH OLW A ROOF OR NULL SHALL NOT BE LESS THAN O I I 3'(76MM)IN DIAMETER.ANT INCREASE IN THE SIZE OF THE VENT SHALL BE MADE NOT LEG, c�JLSL=.ILS°o a I I THAN I FOOT(304DP"INSIDE THE THERMAL ENVELOPE OF THE WILDING, II � II II I TYPICAL NOTES: / °,, I J MIR IEADER5:3-211b-AT 2.6 WALL5,AND 2-2W AT 2x4 HALL5MARTITIM IN.155 RIM BOARD. NOT®OTH3RW5E(U11DJ.SPAN OF b'O'PID OVER,SUFTPORT W DBL.STUDS,9'-0'AID AT TJI @KIN9ERED RR Jg5T5,BY IET'ERIABFF.R REKi:IbE MR Pe-RIM BOARD(or ERIAL)L-- -- - --_ -J L----F -------- OVER`JJPFORT W TRIPLE 5RV5. FHOVIDE METAL TIES(SINP'ON LSTA21,a EMAU FROM EXCEPT AT PORCH DFLK NNLBRSISE IV'RIM BOARD.ALL INSTALLATION DERAILS M6T FOLLOW 'T^�?Fn � /sCif r--------- I IM TO JACK 5TW5 AT EXTERIOR WALL5 6PPORTIN5 ROOF 5TRWTURE 14R SPEC FICATIO6.USE 2-2 4 VERT.5OIASH BLLGKS(FER.ST)AVER ALL BEAWN6 PARTMONS I r" RJR 02 G o'G NEN 2.10• I r J POSTS. --" 5 RIDGE I FA5GIA/5(2FFITI 5N,IOKE DE(EGTORS: I VW FASCIA W 2'X VB~A(A$NEEDED),SOFFIT:MATERIAL(ISO)W GONNRI(NIS SCRIBED / I M8J 2'xG' I VENT,VERIFY ALL DETAILS.TRRIM ETC.-OPT.VI35ATEX TRNiBOARD(a I)AIO/OR T16 W= INCLUDING CARBON MONOXIDE DETECTION:PROVIDE BOTH AS PER CODE,TO BE RR O Ib'OG I� TRIM AS SELECTED.INOUDE WITBRS 1 LEADERS.A5 APPROVEp BY oNNER. HARD-WIRED AND INTERGONEGTFD.(NOTE:ALL DEVIGE5,MAY NOT BE SHOWN:VERIFY ALL LOCATIONS,ON ALL LEVELS). 5IJ5-FLOOR: I R I N'THICK APA RATED PLYWOOD,ALL EDSE5 OVER SOLID BLO KIN5,WE I NNL PLYWOOD TO FLOOR JOISTs/F 1145.-NETNPY S IFIC IRIOERLAYWNT REQUIREMENTS FOR ALL FINISH FLOOR 12-13-23 159JED FOR PERMIT MATENAL5 A5'ELEGTED BY ON ER). 03-24-24 REVISED PER TOWN GOMNENT5 I I I 04 Ob-24 REVISED PER TOM II 1,_1p•I y/.o III'-10' 08-29 2a REVISED PER BOARD OF RESHGEGK COMPLIANGE TRUSTEES VP'E O I I INSULATION VALUES SHOT-N ON SECTION ARE USED FOR RE5GHEGK APPROVAL REV PER DEC VA RED I I I COMPLIANCE ALL VALUES MEET MINIMUM REOUIREMENT5 - 02-21-25 REVISED PER FIELD I SEE AIR LEAKAGE DRAWINGS ON A-9 FOR ADDITIONAL CONDITIONS r l (1 REGNIREMENT5 O „1 ANDERSEN 400 SERIES WINDOW5 TO CONFORM WITH R3102 OF THE 2020 ARC WHERE APPLICABLE.U-FACTOR AND SNSC LSED PER MAMJFAGTLRCS VAWES. K ^ ICE BARRIER TO BE INSTALLED MIN 24-INSIDE THE EXTERIOR HALL ZZZ KK A LINE OF THE BUILDING A MECHANICAL DRAWING TO BE FILED AT LATER DATE. EXTEND HALL TO 4L0' RECONSTRUCT EXI5TIN6 ROOF 552 SF flII1Z!/LT1T1T Odd r7ll-L71T�LTLTZIII7171T1T�.i�IZl71T171T1TL7UZl ( o PROP05M SOFFIT LIGHTS mm ROOF RENOVATION K LES TUN-SO% nPROPOSED ROOF PLAN 5GALB 1/4°.T-O' NOTE W NOTE: C440 I- KITHAATFEHT.6,rrPAYMENT SHALL z OOMP.1 UNDERLAYMEHT.6,WIFE I OR A SHALL COMPLY WITH ASTM D 22A,TYPE 1 N I ASB D BARRIER COMPLY WITH ASiM D 22b,TYPE I OR ASTM D 4869, TYPE I t II.R405.12 AGE BARRIER AN AGE BARRIER TYPE 1111.R405.1.2 ICE 13AMM AN ICE BARRIER THAT CON51ST'S OF AT LEAST TH O LAYERS OF z-, Q THAT CONS1575 OF AT LEAST 7W0 LAYERS OF IADERI-AYF07f CEMENTED TOGETHER OR A SELF UNDERLAYFiB1T CEMENTED T061ZIER OR A SELF ADFERINS POLYMER MODIFIED BITUMEN SHEET SHALL Q a V-- ADIERIN6 POLYMER MODIFIED BITUMEN SHEET SHALL BE L15ED IN PLACE OF NORMAL UIDERLAYMEHT AND 2W RASE BE USED IN PLACE OF NORMAL UNDERLAYFEW AND EXTEND FOR THE LOhEST 1DSES OF ALL ROOF EXTEND FOR THE LOML°T ED6E5 OF ALL ROOF SURFACES TO A POINT AT LEAST 24•INSIDE THE .� i d .•r SURFACES TO A POINT AT LEAST 24'INSIDE THE EXTERIOR WALL LINE OF THE WILDING.TYPICAL RAFT RHAT S O EXTERIOR WALL LINE OF THE BUILDING.TYPICAL ENTIRE LENST14 B+ OF ROOF TYPICAL ROOF,ASPHALT • � ° REMOVE TO TRAISE EX OFRO F TM � `1. BY 150 I,-PH O Ly CERTAINT®OR E3.ON 030 d' t WALLS ° 12 FELT WD SIPAPAPE R 5/0'PLY Rao CADSM � Q F C2':) CELL SPAYED HBH 2XB RR O w Z-W O LLN ON U/31lATON T.O.WALL 16,OL. ATTICT.O.YJALL U2 O In L/J kn INCITE,VERIFY TO. ELEV.16'-4" NOTE.VERIFY TA. 1610 WALL ARE MIN 4'-O' 2XDW WALL ARE MN W-O L4 ADD BLOCKING AS W•S OL REGUIRED TO M1ffT (2)1-3)4°x II-T/B'LVL O 16.OL. RAISE EXIST IS HAIL REGUIRW TO rI W IaH'x II-Vb' MIN.FE6HT IN Flab. 9j'x 5�'ML 13 NOR W N IEx,lE,NST.MT: R30 CLDFi® TO W-0 TO MATCH MIN.HEIGHT IN FIELD. LVL WE E� a WN W I r x 4 (11 O FAINTLY 031 SPAY® 1325TN6 W O)1'x 115 M 3'LVL Z' ROOM �'N413 H®R RATE ROOM OILY NET° CEDAR 51 IS CEDAR SIDING LS C DAR 1N IN ON FINISH R.R ELEVATION B' 4°GONG SLAB ON GRADE RAISE EXITS WALL MIN Ib' C DARIGID IVIN& ON [FINISH RTt ELEVATION& O I Q RAISE EXITS WALL MIN Ib' ()s 1511 WILDING PAPE32 IN HIN AfiOvE BRAVE 5,00 PSI GONG.•W/6xb •4 REDAR O 32°O.G.FILL 15M WILDING PAPER IN MR ABOVE 6RADE 35 F51 GONG. YV bXb i- FJICe R4 REBAR®32°O.G.FILL hJ 1OAO V M b MIL VAPOR GEI I SOLID WITH IOAO 111 1.1 6 MIL VAPOR CELLS SOLID WITH 9 I/2°PLYWOOD SHEATHING ' 1/2'PLYWOOD SHEATHIN6 6°MIL VAPOR BARR�t p �J BARRIER ON 6° NON-'aiWNK NON BARRIER ON 6° NON�SFWWC MG�N p RIS INSTIL 6'MN..VAPOR BAWt1Bt RIS INWL 6 2x4 STUDS O 16°O.G. COMPACTED 6RAVEL FILL MIN METALLIC GRANT TYP. 2x4 STUDS O Ib°OZ. COMPACTED 6RAV�FILL METALLIC 6R011f 7YP. 6 FINISH FLOOR FINISH FLOOR rl -- _ - --_ -_-. - t.-- _------ ELEV.B'_O" i i i'i i i' 'i'i i i / i i' i 'o i'i i i i ii i i i ii i�i i ii O i i PL°30O dC�C�4#o 2s-024 ETC b°CONCRETE � � � \� �;2'Rb W61D INSIAATON�y���`C�������i���� �� �� �� ����/w EX.b•CONCRETE FOUNDATION PAW-WITH FOUNDATION WALL WITH i T i i r3)•4 BARS CONTINUOUS i i 1. 6 6RAYa LAYER AS i i T i \ i rH i i T T (3)t4 BARS GONT tdlgl5 i\ i i T i i i i T HAIRYM i TFOIJIAAnoN W�O Ti vii i , v ii �i i� i i i� i�.. w'. o TOP,MID,AND BOTTOM of . �� ' i ii i _ i T i� �7✓T i / IFOM,PROJECTS-23-024 P-4°x W CONCRETE°T' , FOUNDATION �;� in I'-4•x 8°CONCRETE°T° �' ���'� i ��n ��y �f. � � �� n y ��� ��' m FOOTING WITH 0)M4 CONTINUOUS (3)114 DD G71tw/�(r`7CN#8 BARS CONTINUOUS WITH 2' 0"ACTED BAC 09LL AT BARS CONTINUOUS WITH 2• COMPACTED BALKFILL AT X 4°KEYWAY MIN.3'-0° FOWATON PBRIPIETBR NTH X 4°KEYWAY MIN.3'-0' FOUNDATION PEIZMETBR WITH ' BELOW GRADE CL 54N FILL 12'LIF15 a 15% BELCH ODE CLEAN FILL W LIM O q5% —FACTIONCOMPACTION A PROPOSED SECTION nPROPO5ED SECTION ' SCALE I/41-1--a SCALE 1/4'.r aOF9 2JC�QQ ae bGa�7o �oo� nza�ao4�c� /• 4 •\ /� •\ �9�,G3©�n"IOO G9L=-�'LL'9ML� GtOC/C��CI�Dv 4:f7 99�09 Rif § I 71 I I \ LLI . r}ye nPROPOSED FRONT ELEVATION nPROPOSED RIGHT ELEVATION 12-13-23 ISSUED FOR PERMIT 03-24-24 REVISED PER TOA GOM4ENT5 04-08-24 REVI5ED PER TON GOM�ENT 08-29-24 REVISED PER BOARD OF TRU5TEE5 GOMMENT5 09-20-24 REVISED PER DEG APPROVAL 02-21-25 REVISED PER FIELD CONDITIONS / �I \ / N✓ `�lci \ / \ / \ I I I z nPROPOSED REAR ELEVATION nPROPOSED LEFT ELEVATION stALE I/4'.I-0 9GAL6 1/4.1'-O' z 7 Z o y �E A E—I N wz� p momrn aF N wz Q 9 L"9 6 � a o- 23-024 P&D.GPI UR.PROJEGTS-23-024 DDL'3�1�i.lOG9G#o A 9OF9 Ploy 0 wN f'�A r',1"", /541e F(squareTeet} �6a2 Coveragei „r ffeet} N {f`eet) i Cfeet / / (fte2YyXY 7r> •') n ,.. ...SY JO ?'l• pn - 1t7^.= .I " PHASE � 1�Y � ��PHASE TWO" : 2nd��• j.9n<}<} dC�f�G�z3�G' JG99 ��o� j8r,,�ljo,t,)q.•S>'1 z:r";... 512i Yc• 45 75 (lq��y' � TJ �N���� ��j�y'���, u.u'l".(5'G;1o4C;64 I4 00,rc 7;.9� zo 5 55 � 45 5 4J� o �J 11 11 d>;pa;^.-4C c9.gckl '. YOY � b:� 4C b� °??9�CU`LU➢iC>CJ's1FiPi;7Mg rmo>r�nru�Nw,rm7.�a�cr 9 a;9,���,E • j2goo'>-o*,q99 �_es<-i an zox np 2o'-� 35 .,• YS 35 lots wan pronizry and secondar f-on of n b.required n • k v1 g JACUZZI , AND PERGOLA Ito `, x � �/� � �� �/� />�•.�/�jy�/%�f'f /`�"F�f��� :.,+�sr,`�f�y�il�l r, (aquafa feet/ � ➢r�mazY Frgnt Y �'�y5eco aryfFr+urtVrftd/ �y sixle�aid��" .�. ..,,.s./ ,� v ✓�. ;� TO THE SMITH RESIDENCE fN+, t STORM DRAINAGE GALL: 3121 OAKLAWN AVE . 1. W40M WEM IENT5. PAVEROOFFENT"100 DO LAIDSG�o20 .. .Ilyf! aaSOUTHOLD NY 11971 03-10-25155UED FOR ]. PROVIDE STORAGE FOR 2•R/JNFALL=J61 � 9° RWF ORAIN/•fsE LALfAMTOIY - '� ' I. XA!AT R 14-5 5F.ROOF z JbT zl • 2M 2.ROOF AT 6ARA6E DRAINAGE AREA UP) t 3W 5F.ROOF 161•I 50J A oo' .o 3.PAVf32 AREA PATIO AID STWP5 ALP), nl s<' 0 �N S - 1021 SF PAVING z Jbl z I = G4„V GG�T� 4. LANDSCAPE AREA fLP), O `.t 9 \ 7 1)I-• `�n 4074 SF LAIDSLAPINS x.16T X.2 135 TOTAL " 6WJ USE(2)12'VW.4'DEEP STORM POOL �ti W} W OPEN GRATE 4036 x 2 •60T] F •" .�' —_--L�c�,,z S�'�:L---- — _ `' 2025 ---- �" MAR 1 3 v `�o P ,s` n eO` NONF 1 RETAINING WA -TUR ILL RELOCATED•.-„-1 t b PROPOSED 1 1 T' o 50VF1RE16N6 b" < T._q.x 33 HOT TUB SP / 4 , - OF PROP ED \'\ // �I PPTS •'''•'' OUTDOOR ONER \ / 1ai aw'IN 24 SF PROPOSED 2ND STORY ADDOTIOTIOFI Lu wiz Z to d- W IL j R. I o F- p =Q'i w rl W z D2t�WING INDEX o oL'�' Lu p INITIAL LATEST 155UANGE E.NO. DRAWING TITLE ISSUANCE REVISION N0.6 DATE J O 1 TI TITLE SHEET,GENERAL NOTES AND PLOT PLAN 03-10-25 rr I / ` 5PI 517E PLAN o5Ao0 25 35 AO 51-HEDULE5,NOTE5 l DETAILS 03-10-25 I Pr Al PROPOSED GARAGE PLANS AND NOTE5 03-10-25 i A2 PROPOSED ELEVATIONS 03-IO-25 � '} `� i'.✓ A3 PROPOSED ELEVATIONS AND DETAILS 03-10-25 ry°4` A4 PROPOSED SKY PLANE DRAWING 03-10-25 PGIOO c�Gg@U 25-009 /� 1� PROPOSED PERLENiA6E LOT GOVERP.6E � C�CG C�G61Ro PROJECTT-5-- ( I \fD ROPOSE-D PLOT PLAN F 1 TI PLC ENT OVE A&E EX.1 STY D{+�LIN6 1202A5 5F Fj-15TY D)$LING 1225 Sr 1 . PR I 51Yo5E GARAGE loo. SF ' PROPOSED IOxlO PERGOLA 10 1-3 IF DD Gi.O4�A"I"�G9CD7#8 EX.15TY DVELLIN6 1202A5 5F TOP OF LANDING AT 5TEP5 35'x4.0' 14 5F OT NE' INFORMATION PROVIDED BY OTHERS FOR REFERENCE ONLY.SEE 516NED AND 5EALED 51.RVEY EX.I STY 6ARA&E 3013 SF PROPOSED HOT TUB 52 5F I. BOARD OF TRUSTEE5 APPROVAL NEEDED EX.GONG STOOP O 5F PROPOSED 6'-O'x 4'-0'OUTDOOR SHONE2 24 5F 2. DEC,APPROVAL NEEDED OVERHANG 17.42 5F OVERHANG R.42 5F 3. ZBA APPROVAL NEEDED 4, PROXOT DEEMED DEMOLITION AND SUBSTANTIAL TOTAL IS21.615F TOTAL I,711.615F IFiPRWB�NT TOTAL LOT AREA 6g53 5F TOTAL LOT AREA 6g53 5F' 5. HOV5E MET BE RA15ED AND ADDITIONAL FOLINDATION 71 ADDED TO COMPLY WITH FEMA 6UIDELINE5 PERLENTA6E LOT COVERAGE 21.g% PERLENTA6E LOT COVERAGE 24.6% 6. FINISHED FLOOR ELEVATION MST BE 6 FEET OR H16FER I OF 7 d it i�6 FLOOD INFORMATION ,iO0.HFALTX�fIMINBR 115E vrtrl _ , rY ........ <e=e u10' "X 10 O -a aEa NON-TURF MAINTAIN �6 i d`E P .gf 1. AREA AREORAA f/ �•�_ i�ya�`s' :'+"0s"'� AININ6 WALL RELO0ATE0._ _� �iv6; 350 5F ,�` / _ �- 1 0 96 l' HOT-9" 6'T x Cv �. ..4 x 33" TUB •a 10v"' � C gg 52 5F PROP ED 6' w morh"' �pE w.�w•." Nan I9e� -O"x O" ` ' p / OUTDOOR OWER PROP05ED 2NO C z m !v! STORY ADDOTION < 93 301.35E �:�''• Rgbp4 s x � �� � N 3 ➢�59 ..w+ � n.,.. Ili .•rs.^'-�- GRAPHIC SCALE ml m !p 1 i n •1LL1 ElEV�TIW5RF3E0.10,UVW'Niux 1 ��! `,y 'I TABLE 3.1 FASTENER SCHEDLLB FOR STIIGTURAL MEMBERS )DIM DESLRIPTtON - NMBER AND TYPE� L 5P FRAMING NOTES: RIDGE STRAPS RAPL.STA AT FA.A. FASTBJEft RIDGE STRAPS AT EA. AL ROOF FRAMING 2'x b•RR 6 I6-O.G. RAFTER. /�O+ fter to o Plate Toevniled 3-Bd -1- I. ALL FRAMING LUMBER TO BE GRADE STAMPED DOVGLAS FIR-LARCH OR -I' .best o i�Plote oevnne ist ALL5TRUCTUR�EXTERIOR GRADE NO.2 OR BETTER TYP.ROOFING Dell b1s to r -Halle 4-I can i 2.ALL EXTERIOR FRAMING TO BE STRUCTURAL GRADE CC A TREATED LUMBER. I° N.AIR SPACE 2°x4"DOLLAR TIES AT Ce111 .bent L s we Partltlasae 4-I6d ant 3-ALL SHEATHING TO BE APA.RATED.EXPOSURE I,1/2'MIN.THICKNESS. La11m ile to Rafts a Mn 4-BO cr tee PERIMETER PANELS AT EDGE OF ROOF 1 WALL CORNER5 TO BE NAILED O 4.O INSUL. I6'O.G.3°DOWN Black to Roftcr avnlle Ie D-Btl can and ALONG BD6E5 t 6.OL.IN FIELD W/50LID ELKS.UNDER ALL SEAMS. f Rm Boartl to Rafter Ile 2-Ibe arm 4.USE SOLID BLOCKING OR X-BRACING BETWEEN ALL J015T5 6 b'-0'MAX.5PAC1 BETWEEN RIDGE AND pJI L�'(}'/f a N�jp HALL FRAMING 5.PROVIDE DOUBLE FRAMING UNDER ALL POSTS 4 PARALLEL PARTITIONS, GEILIN6 J015T5. �p0�(. a P1a c k To late a-wiled ]-t6e er rent b.ALL FLUSH VD.CONNECTIONS TO BE FASTENED W/RATED GALV.METAL Plate et lnkrsectlens a le 416d Doti-taco side CONNECTORS BY 51MP50N(OR EQUAL). mC�ram snm m ead a-w11e 16d 24•o<. �,7Vt CS�G7C�lsL.G7Cf 99sAeN Heotler Ia Header Faa.unee 2-161 -be.a1 ca LAG BOLT NAILER E,(2) 3/B'6 4 I/2°BOLTS®32'O.G. 6�9=PaJ•n= a Botkm Plakk �aibtl GLAZING NOTES: ,Ibd er 2xB ah f»ttan Pwro to tear Ist, el ee o eta fFae+une - ar root TYP.EXT. -- TEGO EA.R-R.TO 2"xB°NAILER O ONE (U NINOOWS/SL.GL.DOORS AS MANUF.BY MARVIN.INTEGRITY W/ WALL(2°x4° B FLOOR FRAMING INSTIL.GLASS,IMPACT RESISTANT,a DESIGN PRESSURE RATED AS REOD IN ATTIC BY CODE Q&USE:`: 11T�f R g ELS FOR STORM PROTECTION- JOlst N 5111 T Plate a linear a+:aped 48d Mill, SPACES) --- •^"."-'"' B-id to Jost Toevtane 2-ee PROVIDE PRECUT,PREDRILLED PLYWOOD,l/Ib'THICK. ^.`.." Bloc to.bbt iae-w1 2-Bd Mi end INCLUDE ATTACHMENT HARDWARE: Block k Sii ar i Pate Tec w - can bat 2 1/2-NO,5 NO.SCREWS 6 16"OZ.F/SPANS UP TO 6 FEET, Letl cr fr to Scam ae-w led a 3-160 each wilt AND 6 12°O.G.F/SPANS BETVEEN b e B FEET. bist on Le r to Br Toc-roil 9-Btl ont BUILDER TO VERIFY t CONFORM TO ALL REGUIREMENTE.REVIEW OPTIONS Bale Jost to Jost EreHlalle0 3-16d 1st WITH OWNER- -It '{[� Boa t° I ar T Plate o 2-Ibd sl f d Y ROOF SHEATHING °f OPTION:PROV.I'x4"PICTURE-FRAME TRIM(ALUM.GLAD)TO ATTACH 5TRUCT. R J' PALLS.PREDRILL HOLES F/HARDWARE.PRO .PLASTIC INSERTS TO PROTECT Btrer.-1 F-1. ee 6•etl 6 Held FROM HEATHER,ETC.(VERIFY DETAILS) D1 t 16oam at 1 I'x6'a I'xb' 2-be MAINTAIN I"CLEAR 1'xl0'a wmer 3-Bd rt FOR VENTILATION. GEILIN6 BfEATNI- er NOTCH RR F/SHEAT ?-f6v v,•!i`i"./ m 1a e ° ""° CLIMATIC GEOGRAPHIC WALL SHEATHING TEr0 R,p SVuctwal Pmeb Ba coo b'e e/12'Ibld EA.J5T. 2-51MPSON 0 1 FlbertMad Panes DESIGN CRITERIA: (ONE SIDE) •D.G. (ONE EACH SIDE) l/16' 6d 3'C e/ Ibld 2532' ed e/6'fbm 2°xb"AMERIGAN FOREST AND PAPER ASSOCIATION(AFe PA) R-30 INSUL. GJ o3-10-25 ISSUED FOR PERMIT- mn walboad sa caokrs r a Io•Hem WOOD FRAME CON5TRUGTION MANUAL FOR Hatlbaad B4 6'etl /12'Iwltl Paticleboae Panels ad 6•e /12•fnitl ONE AND TWO-FAMILY DWELLINGS.(200 EDITION) TYP ROOF.TIES al Board eJtea D I'x6'a I'x0' 2-Btl rt SIMPSON'M' 'xl 3-Bd t CONNECTOR5 6 16'OL. 'X4' FLOOR SHEATHING GROUND SNOW LOAD 20 PSF UNA. SWcturaI Panels ro•®:TOHI of 5p1HHptn 150 MPH(3 SECOND GUST) I•or e» I DI,p 6'e e/12 fl1 Id WIND EXPOSURE CATEGORY B(SUBURBAN,SEMI-WOODED) 1•x D Board Sneer SEISMIC PE516N CATEGORY 6 O O b•m 1•xB• Par supper D 1-0 U.NA. -Btl per s rt WEATHERING AREA SEVERE ROOF SHINGLE5 ICE SHIELD YES As t fool snn les 6aly.stl.mn.12 qq shank w/a mn.3/b'act.ncad fasteror stall kak FROST LINE DEPTH Pt'a1 9 th'w jh tM roofaT9 krlob and a mh.of 3/1'tiro roof s1naNln$atd shall roof mawfaturer acid wme ro Ie»won 4 lasterors sh le. TERMITE AREA MODERATE TO HEAVY NnHngcrequtemaMs ae bmc0 an wall sneaNhy rolled 6•on toter M tM pact edge.Ir wan sncaNrg Is w11ea DECAY AREAESIGN SLIGHT TO MODERATE enkr m Ik penal eege k obmn mgner ahea capadtim,w111I,g regremmb ra etrwlprm member, 11 be dotted,a aitemak cmact°n,suds m enear peaks shall Fn wed k mamtah tk load porn WINTER D TEMP II an sneptnl:g b cprmwova over com,ectee members,the ldvlakd:mdzr oP wit ywn x perm¢ka to x DOUBLE TOP PLATE dnc�e m 1-I6a roll per foot. HEADER NOTE:ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE GODS REFERENCE NOTES:REQUIREMENTS TOM THE TO OF 5OUTHOLD AND THE FOLLOWING: �Z FULL HEI6HT '1 THI5 APPLICATION/PROJECT WILL CONFORM TO THE 2020 RESIDENTIAL t CODE OF NEW YORK 5TATE RdOB 6mzhg al Fmo-dan IOWfara shop have sw g protectbe h caJumQ:ce uM rwb.k genial,ykukg h at doors ad FNcd aba pans,61aYgs Ies4 u 6D'd-sw4-o!bNs sFipucrs,ek.Elaxtty withF 24' ENGINEERED STRUCTURAL GOMPONENT5 A5 PER A56E l-IO ac of does h cbxd pmtbn WN sills less Men 60'stove fba.61ozY1�wa 9 sgae feet aId less Ben IB' 1-4"x Ib GAUGE HEADER TO ST1D: love Fhskd floe.6bzhg nee atanayhndmgs.See cwplek kd d R30B4.6 Irq II,sperm an JACK SND CODE COMPLIANCE: Iomnaa ad-pt- STEEL COLIED BY 5IMP5ON LSTA21 CONNECTOR THESE PLANS HAVE BEEN PREPARED UNDER THE 2020 RE5IDENTIAL CODE OF NEW TYR FLOOR STRAP NO.C518 hV Ib-IOD FASTEtERS YORK STATE.ALL DETA I L5 AND INFORMATION HEREIN 15 CERTIFIED BY THE FWISb Styllglts ad sloped glmtg sMll carp.mih IN,»ctlm ad Inva filly kepered glazlg JOl5T BY SIMP50N L15TED DESIGN PROFESSIONAL AND IN COMPLIANCE WITH THE FOLLOWING: UNDER J015T(12" R309 6aoye aPenh9 proteclbn aId sapaatlm regaled k K m rated rod h canFI-with R3O4.fiaage END LENGTH)16" WINDOW SILL I. 2020 INTERNATIONAL RESIDENTIAL CODE FOR ONE AND TWO FAMILY HOUSES fba NrFaces you be soped to racilltate Bn movareN W ryuies to drab toward tM mah vehkk Wry O G PLATE 2. 2020 NYS UNIFORM CODE SUPPLEMENT tloonity. ETU2 TO PLATE: 3. 2020 IEGG ,X BEAM. 4. ENGINEERED STRUCTURAL COMPONENT5 PER A5CE 7-10 R310J)M emayaxy esc�e aId resoe°Pen h still hwe a mhvmtn mt cka oPeNlg of S.Tsquae feet. MATCH FJ 5. WOOD FRAME GONSTRUGTION MANUAL 2018 EDITION FOR ONE AND TWO STORY 24•minmfT cba°Pe^f'9 he4jd,2O'mninm des pPent'3 Wdt1,44'mw stal qt. - CONNECT °P W UPLIFT FAMILY DWELLINGS TYPIICAL ART CORNERS G (� THERE SHALL BE NO DEVIATION IN CONSTRUCTION PRACTICE FROM THE FIE5 L TrTA1(O7E 55 11016 FLHITE T I NOT R"SHALL lE INSTALLED M RTAUA71 RMAIk:E YuzN TNIBt J REQUIREMENTS OF THESE DOCUMENTS. R Tk}{LTIVE COLS SECTIONS.ARCHITECT B NOT RTSPQ6IB.E FOR THESE INSTAWiTI0N5 OF BUILDING,SH AND AT BOTTOM PLATE ENDS OF SHEARWALLS. A MATERIALS SHOWN AND SPECIFIED ON THESE PLANS HAVE BEEN CHOSEN BASED R314 5labwajs sFal rot W less then 36 Wf-h aka wIdth at as Fahb mwe Un permitted Mid'dl helty�t 5 ON PERFORMANCE DATA AND MANUFACTURERS RECOMMENDATIONS.AND ad baba tM regdred teatroan kigd.HaWir shill rot project mp-e Ben 45 HJns m either sdeoi lfi O O O W Lu SUBSTITUTIONS WILL BECOME THE BURDEN AND REA50NABILITY OF THE mrHty ad the mnmm elect wldn d the smm.py d ad below tta Itattral hsiyM,wM6g treats ad C _ CONTRACTOR TO VALIDATE THE COMPLIANCE WITH CODES AND TE5TING bdirg,sieli�t Ee less tllm 3I5 fiches Mere°had'dl is kamlbd on pre side ad Zf ndos wham wd-ds G J U Q PROCEDURES,INCLUDING THE PRODUCTION OF AN51 TEST RESULTS.AAMA TEST provded loth Silas.The mpx rlsa he t�a tenet be b25-ad Ile mhhan tread depth slmll be R'h RESULTS,ETC. oMonraxe wen R3142.HWmm hea -...%1 smrs yell lz pr-l&d ww Ill-kb"h awmre wan CsJ w W 5%c Fw34.Fxl-A aressbk V°re oiler stabs s d have wplb,uitlr statr sirFar<ad ay s°FFlb P'akckd m ma-ro d.lee with 1/2-h 4P-bond. QQa y ti FEW Hmdlls h°vig a mhtlrtun ad nlmtvn hakW or 3/roles ad 3b hdtes,respeclNely-ad GENERAL NOTES �1y6wtiro�aWekaa��pa6ePwkedthWI, proydapyaIpbtde�had a Ci9FG 1�drent.ymu K u,rotww the hu w�gm d the yen wu wp a more rtsars from a pope deed.amwa ue kp rba d o fegt W o p°.a etaty atwa ke most r,se-d lea r1ga.rm�aeon 6e rotated a snow 1's't Co de.d krmKk h-1 posh or s&,ty tamtab.Hen I,III)-t to a w11 still ewe a spce of rot bss Ulm 15 I. akctrk cork Stoll rorlpy wIN tM laa Ebctrke oe.ElaMckn shall blab Fte° tmtlerwilers W-Oft)bearm' All ma wall oil ue tmd'd1.rn wdgp Pod'°"or roto-db amn wre°etas uma F certihote for all In 0 ebatrk uak ad 0.11 sIAmR to weer,Prwde all wtlab ads lion boxes regrhW tbn of 1-1/4Hens mhhun k 2-5/B Mas maxh¢m.Edge mo5 of Vb'. ra d1 rppuakee,Paps,egppmW, r<.cadrata.ton revbfl aewke regpr Ns,ml ugntng�bk. Ri161 rzvds as m Ix:°mheRm of 56:xke MIAT U h ilea or aters fah a tpmt d»IF mae F'ahres,pwro)ais,T.V.cdab jocks,ek.with osrer os regpMd fa tk hIi nsmlldion old strsr lent °pcn5 E. �. or-regNrdn aril rode ralpllolne ad.tall pro sore.1d tact K rot respmebb la Um 30 bdns`b-Un Fbcv a Yaee baba sMll have.ails-ado)ro!le»Utm W tidies h Ink)t eleclrkai d»kJa Fa Ines project h ay cq+alty. a1aml,ed verlkat g from Hn roekg of ue o-ema.(sepa.d story gores ae recamniteea k m NgerJ .+ 2.a1 pMWg work Shan cmlpy wrol fro fmt' Pwroo-n code ad all ww1 code+.catlrvckr ylon R3n1 1e oil Ifa1t 1 twm Nrote mere anal m ustmted n e°d�s rown mLslde or eadl sa ate TYP ANCHOR BOLT: TYP.HOLDDOWN5. (Y4 F UJ rovbw wiN Ue owter the retptelrenb for ptmbbg inkl tins Kndtg tilt rot Ihtted to Hzhxes,trm, `'v J 5/B'DIA.48'OL. sorbs,etc,artl requtemerts Fa uakr•srvke ad darostk hot uakr.Mehtect s ro[rosparabb sbeptg ea h Un Ypimedbfa viably or Un betraap,m earls atldtbld yorq or tro dweuHy Kwarlg Ho2A CONNECTOR w/ Umatleds.Ten°tam eevkee Stoll w Hercoaneted h amn°Ironer Ibd ate atNaebn a pre amen H01 COORDINATE PLACEMENT BY 51MPSON, E.f 1 dory plalbo-q syskmz h ag ctpaRy-Lonbata.roll proMa sallNy vptem n accartlaaa with tk WA10ID DDW4 BOLTS.VERIFY z 14-SD53 SCREWS(OPT)AND EXTENDED ou approved sik Pm'and shall coadwle all Espectma regvNed Fa rypr�ral of sore.Md elevate all°F Ue°Imlrm in U.YGMIo1 InR:ten slam stroll be cbay adble h all bed oarm war tab°ad BOLT TYPEEMBEDMENTAEBAR 5/8'SOLT FROM END WALL s veys Y1daMhg F'vnl eat ke gall yn11 I a Le all "sweya.Contrata yNl provde saveyor with rolse bvels WM all h[ervenbg doors abseil.NI vrote ohms sho11 W Ibkd and Kmlbd b°ecadake wiN ETC.BEFORE CONSTRUCTION O L (SEE FIND.PLAN FOR LOLATINS) O I W� nlonrolbn m roquted. Un prwskns ar tits rode ad Un huaeMd rl="N eTpmeN prwbma o1 WFAT2. TYP.5U5-FLR - TYR 5UB-FLR. 3.All H.VAL.wok yell c wUA AHkb 10 of ten N.Y.S.UNfam f1'e Preventbn ad Blil Code ad V 3.All Wile..-K I to yell rCiew all 11.10 If l slptelro wf Dune,For tgn If spleen lobe prwded R314.12 Null ad ml"Ihfyas rot .1=6b,doe,ad whdpw I-Mdi have a Ilara�p-ead T=IN5L)L� TYF.FJ. BE.ill,yen,a elecbb tit water a pt,ekJ Klvdng at cardiU:N reglMmeks.Mdekc!b not cbssVkatbn of rot)eater Um 20D.Nall ad eeilFg FhEltes shop hwe°smok-d•vebped Y�x°r rot I-}°x 18 GAUGE STEEL ///--- uLJ _Fombb la heathg a ah c it",g systelre h sly opacity, yeah 1-450. GOLIED STRAP WRAPPED / COLIED STRAP STEEL a 4.oww shoo pmah ad an re red - kY la allow o-atas to ceea w1BI ! OM.A vgnr retarder yell be Yatdbd m Ik wam h-uMa sbe d hwbtbn UNDER SILL AND OVER I! UNDER SILL AND OVER Q ay g' Pe Pr ty ran Pra °al° RI�I.1 tb ay Wmnj,y I'ba mrt6v d.-h-d,appakd ad roW-d m rIq tr h M d Ater EACH STUD W/12"MIN. a L`r lM work EACH STUD W/12•MIN. 5.All site Tut Khd4tg smiler.system.W Mies,easements.setbaks,elevatbra,tratage retattg rend Ne appllcmb provsma pi Chrykrs 3,4,ad 6 wlih opplydsb cleaaces k cwtbatbbs ae STUD BEARING.NO.C518 woes,et,still lro n accordoroe WN a site plan p-¢paed by Un were strveya-.na&chaect Is ro! WP°9' BY BIMF50N STUD BEARING.NO.GSIB rasporebb fa sae deslga or sly hpa h aIy cepaih} Y SIMPSON 6.All work shod be pe-d bl Ikaraed cadratas Mom ae expaiaaed with Ua tlpe°I work behg RBDi.I Attk acce».M aN'a aces°Pe"h9 shill tr prwltrd to a[lk aem tM[eecerA 30 squat face ad R-30 R-30 INSTL. PL'z�OO ciJC�SC�#"c 25-009 bo a vertk°I k or 30 Hhes a ter.fie -r d yal rot ba b»than 22 Yxfas 30 y.V VAPOR BARRIER UP W/VAPOR BARRIER UP pecrtacormed.al caMracton shall I Xi Ilmmty hsaaroe ad wakrs capelwt.halranca in txks ad shill�1�aaed h a ,;per outer rem. re blI 1o4'wtkn A 3o-Kh mttl.mt nlobstncke i tbn wall an fmrk Ktg pWamae n Pr ka kad-arm in Ina ttk�,-Noll ne Fonded M same Pont move Ba ace»opamy.See 5r tbn-30513 m E m z T.All moterbls,syzkms,epppmank fixhres,etc.shall tb treb ftd b s6kl cwplbrce uiN the ra access re bemmk Mery •dmkal e t 6 boded h°elk. c maM'atuas srltlen speelfkalbre and nstalbGon bWctme-wi 3°II clevorces fa service,alc. rN q° " TYP.END./FT6. GRADE TYP.END./FT6. �C: I���[a PROJECTS-25-009 b.All omtractas atoll wafer that wok h wrlttg to the own,Fa mhhvn patio al two years. � GRADE 9.Ths Mdukcl still rot hove ronkol a civge of ad shall ro[be respwable fa comtrvctbn mesa, R606J Con6tatde beeiNan yal be sepaabd a mhhun of 3 fiches,ran rocesscd ikjtkg fNEres,Im nntars, methods,CfdW,tas,sequences,a prpcedrea,a Far safety P-ayrama h ramectbn Wk tln wort a la ad oU-Mnt-p Ickxtg deNces a sepo-drd n accadaae with ire cadlbra s[pubted h the Flxhres Iblhy. E;P,,)T, G PITCH FINAL GRADE EXP.JT. ass a anMipra of the contracts,sdxpntractors a F wt wak a la tk RecessW 14jtbg hstalied h the Wadvlg Uarmal emebpe.loll Iroel tln regmrcw'ts of Seclbn tdi013. AWAY FROM Y4N15 TYP. PITCH FINAL GRADE pp G3G.wGG�J©#y failure o!oej or Unm to rmy M tfC wok h aacadw u1�Ga newt IT fact dormnts n Uot 4'3500 P51 CONC.SL AWAY FROM L5 TYP. ap d eapaabl y b 6n ease rospan ,N a Nw .rontrata. DESIGN LOADS: v 10.An a,nerw-etas,-Frq snrlylaa,l-,emhq et.stroll m revbwed oil opprwee by owler. a 4 E m F A n.An wabr fhbhee K6drg rot roe Ihttee k wawa,noarhg toe.ek.amn be revbued vt ad LIVE DEAD `3 1oc2aP.bPAhrl°el vbmend,sc 1beayil Monyfwa.rKs'.rduse,ate. µ a 2'EzY4W' We tm Wtrot I to d ,trY tpladul hlngkan ROOF KEYWAY K shall ied u1h aril gfpo0ro 20 10 AY e ' yF`T 2 ^-: 13.blare exbltg Hds,posts etc.ae removed It b Un respaatNlty of Un mmralar k provkb 40 10 DECKS/PORCHES B'xlb° lempaay vppa't,srorhg I-a s etc.m requited. 40 l0 ROOMS OTHER THAN SLEEPING ROOMS FOOTI 30 10 SLEEPING ROOMS 20 10 ATTI115 WITH STORAGE O O 10 10 ATTICS WITHOUT STORAGE O� B B B A_B A-3 A-3 4X4 P4000 POSTS TO 123° BALCONY ABOVE BE FASTENED TO NEW b'�' 6'3• JJGffff Sabo °.�0° 15,v LONG. DECKING C:NJ04CS64 50NOT1BE PIER WITH - �---[.4 ----� F966 P05T EfA�E �9$rx,'OD(_f170D C9a!_V`�GIX@JG� I (TYp IION-GAST IN rSMPS N' SIMPSON' WLTJLGIGICZC•_©°figu vv�K'9 51MPSON' I PLACE ANGHOw l'Yp. HDOB TYP. HDQB TYP. HD HowTYP. I r ------------- - Y� , 5068 SLIDER 1--- --1- 2" m (2) HDR i 3Yi° c�1LS(:J�° �i LTORAa iv HDR HDQB TN' LANDING i NEW jx 6° 2'X6°FJ N N. Y_ 3 0 IG°OL (� ,^ 2°x' RR /0 2'xB'RR L®H2 GOW W I d 4 x a I i i�OL / b�i fv ;'x 4'LAO SCF0i / I I I E..---J f/"•fi ��}j/y >�.. --7 n'-B• I 2°XB'GJ I TTp. r---yN ' 1 olb•oL I .' s N I} n $'GYP BD v UNFINISHED ry _ ETP �LL RACE El" 15 al GARAGE n ry i ry k�a O��NJC o Lj 03 10 25 ISSUED FOR PERMIT � II I1 F / NEW 2k8'FJ O T 36°HIGH CHILDSAFE HANDRAILS A P65TAI.TO eM 2'xb'RR 2SrB°RRGRADE I I A �j PER R311 A-3 F- �LAV PER R3II A-3 I •Ib'OL •16'O.G I A-3 O r---------- STAIRS 6RAOE PER P L m ROOMM IEASTIN6 B'XT' - - HDOe,IYP. OR GARAGE HVG0 TYP. HDfiB IYP. IMPSON' DOOR F87(ib TYP. L------------J 12'-5• 1215, b, /-7-�EXI STI NG FIRST FLOOR .3 ROP05ED SECOND FLOOR nPROPOSED ROOF PLAN scALE: V,••r� eeALEe v,•_r-0• scALe v,•.r a 0 0 ooU z n LEGEND: POURED CONCRETE NOTE, FOUNDATION WALL. I. BOARD OF TRUSTEES APPROVAL NEEDED d Z. DEC,APPROVAL NEEDED 2'xb'OR 2'X4'WD FRAMED 3. ZBA APPROVAL NEEDED Ey N C IYi H7 l9 WALLS a 16.O.G.W 12' 4. PROJECT DEEMED DEMOLITION AND SUBSTANTIAL ?A3i dQdi�1 6AB.EA.SIDE IMP(ujyg•IENT ';: o 2'x6.OR 2"x4'PO FRAMED 5. HOUSE MUST BE RAISED AND ADDITIONAL FOUNDATION •0 NOTE. WALLS alb'06../12" ADDED TO COMPLY WITH FEMA 6UIDELJNE9 CH'y m N] In SMOKE ALARM TO CONFORM WITH R314 OF THE 2020 IRG.CARBON MONOXIDE 6Wb.EA.SIDE 6. FINISHED FLOOR ELEVATION MUST BE B FEET OR HI6HET2 IV - ^ DETECTORS TO OF THE 2020 IRG AND SMALL COMPLY WITH SECTION 415 OF THE 2020 �.SD SMOKE DETECTOR pi kn � FOUNDPtTI ON NOTES: WINDOWS TO CONFORM WITH R3102 OF THE 2020 IRG WHERE APPLICABLE FRAMING NOTES: ��'E O I.ALL FOOTIN65 SHALL REST ON UNOI5TURBED SOIL OF 2 T5F CO DEATREG�ORONOxIDE R- BEARING CAPACITY,SUBJECT TO CONTROLLED INSPECTION. - I.ALL FRAMING LUMBER SHALL BE GRADED STAMPED DOUGLAS B.ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH o CONCRETE NOTES: RATED GALVANIZED METAL CONNECTORS BY 51MPSON'OR w U EXHAUST FAN MIN 15 LFM FIR-LARCH STRUCTURAL GRADE N0.2 OR BETTER. v, ry] 2.KEEP FOOTING BOTTOMS WELL DRAINED UNTIL FOOTINGS ARE APPROVED EQUAL. ILO�i IN PLACE,PUMP AS REQUIRED. I.ALL CONCRETE WORK SHALL CONFORM TO AGI 501-qCONCRETE; ; ADD TOP PLATE AS 2.ALL SHEATHING TO BE APA RATED,EXPOSURE I.5/6'MIN. CONCRETE SLABS SHALL BE HALL BE STONE CONCRETE:ALL REQUIRED TO MATCH 9.PLYWOOD SHEATHING TO BE NAILED WITH BD Q 4`OL. uLv° 3:CONSTRUCTION JOINTS IN FOUNDATION WALLS SHALL " NO EXTERIOR CONCRETE WORK SHALL BE 4000 P51 AIR-ENTRAINED. ADJACENT WALL TOW TO THICKNESS OR AS NOTED. EXTERIOR EDGES AND bD®12"O.L.INTERMEDIATE. MORE THAN 50 FEET APART AND NO LESS THAN 4'-O"FROM ANY SLABS ON GRADE SHALL BE NORMAL WEIGHT CONCRETE. PIER. REINFORCEMENT SHALL BE CONTINUOUS THROUGH BE R'-O' CONSTRUCTION JOINTS.DO NOT USE HORIZONTAL CONSTRUCTION 2.ALL REINFORCEMENT SHALL BE DEFORMED'TYPE 3.ALL SIIBFLOORING TO BE APA RATED STURD-I-FL PLY 6 (a INTERMEDIATE GRADE NEW BILLET STEEL CONFORMING TO A5TM EXPOSURE I.3/4"MIN.THICKNESS.ALL EDGES OF PLYWOOD TO 10.ALL ROOF RAFTERS SHALL IC ATTACHED TO THE PLATE AND Jolnrs. TNT. FINISH NOTES 4.SLABS ON GRADE SHALL BE PEALED BY STRIP PLACING IA-615 GRADE 60. BE SET ON SOLID BLOCKING.GLUE AND NAIL PLYWOOD STUD WITH GALVANIZED HURRICANE TYPE M CONNECTOR METHOD(MAX.WIDTH 30 FT.BY INFINITE LENGTH)WITH CONTROL 3.TEMPERATURE REINFORCEMENT,5PLICE5,SUPPORTS FOR I-ALL 5P^CE5 WITH AREA OF WORK 5HALL SUBFLOOR TO FLOOR JOISTS. "51MPSON'OR APPROVED EQUAL (r°'L"3�L�51y'SI'#� 25-009 JOINTS(SAW GUT)MAX.30'-O"D.C.:GON5TRUCTION JOINTS SHALL REINFORCEMENT SHALL CONFORM TO REQUIREMENTS OF AGI-315 RECEIVE 0)GOAT OF PRIMER AND f2)GOATS BE LOCATED ALONG LENGTH OF PLACEMENT AND AT ENDS OF MIN.OF INTERIOR LATEX PAINT BY SHERWIN 4.ALL HEADERS 6'-0'AND OVER SHALL BE SUPPORTED WITH II. ALL PRE-ENGINEERED LUMBER SHALL BE"TRUSS JOIST"TJI PLACEMENT. 4.CONTINUOUS REINFORGEMENT'5 SHALL BE LAPPED 4B WLLIAMS OR APPROVED EQUAL,!COLOR BY DOUBLE UPRIGHTS,9'-O'AMC'OVER WITH TRIPLE UPRIGHTS.ALL SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL.ALL DIAMETERS AT SPLICES AND CORNERS AND HOOKED AT NON- oTLLIA HEADERS SHALL BE A MINIMUM OF 2-2%B OR AS SHOWN ON JOISTS,GIRDERS AND HEADERS SHALL HAVE BEARING (_MaD FOUR.PROJEG75-25-009 CONTINUOUS ENDS OR EXTENDED 24 BAR DIAMETERS UNLESS 2_ALL CEILING SURFACES SHALL RECEIVE(U STIFFENERS INSTALLED AS PER MANUFACTURERS OTHERWISE NOTED. DETAILING OF ALL REINFORCEMENT SHALL LAYER OF 12'GYP.W.W(U GOAT OF DRAWINGS' RECOMMENDATIONS.WEB STIFFENFR5 SHALL BE REQ'D AT ALL BE IN ACCORDANCE WITH AGI SP-66.(88) PRIMER AND(2)COATS OF SHERWIN WILLIAMS OPENING 51ZE LOCATION HEADER 51ZE MINIMUM BEARING INTERIOR LATEX PAINT,COLOR TO MATCH 5.SOLID BLOCKIN6 SHALL BE PROVIDED FOR ALL J LOAD AND BEARING POINTS AT A MINIMUM.A SINGLE I-3/4"LVL 015T5 AND DIM,W owu�#o 5.PROVIDE TWO%ALL SIDES FOR OPENINGS IN CONCRETE EX TINE. RIM JOIST SHALL BE REGO AT FLOOR PERIMETERS.HANDLING, LESS THAN 4 FEET EXTERIOR WALL (2)2x& SINGLE JACK,AND KING STUDS WALLS UNLESS OTHERWISE NOTED.EXTEND 5AR5 2--0'BEYOND 3-CONTRACTOR SHALL PROVIDE••INSTALL FLOOR BEAMS A5 PER N.Y.S.CODE OR A5 NOTED®8'-0'O.C. OPENING;HOOK ENDS. ALL STANDING AND RUNNING TRIM.PRIME R. PROVIDE 2'AIR SPACE FOR AIR CIRCULATION IN ROOFS. STORAGE,AND ERECTION EN COMPONENTS SHALL BE A5 PER 4 FEET TO 6 FEET EXTERIOR WALL (2)2x10 DOUBLE JACK,AND KIN6 STUDS PAINT SHERWIN WLLAIMS SEMI-6LO%FINISH MANUFACTURER$REGOMMENDATONS. ,I OVER 6 FEET EXTERIOR WALL SEE PLAN SEE PLAN 6.PROVIDE SLEEVES AND BOX OUT FOR OPENINGS FOR (COLOR BY OWNER). MECHANICAL TRADES. OPENINGS SHALL BE PLACED 50 AS NOT 4-COORDINATE FINISH OF ALL DOORS WIT1 b.DOUBLE FRAMING AROUND OPENIN65(skyllghtsStOlrS etGJ OR AS LESS THAN 4 FEET INTERIOR WALL (21 2xB SINGLE JPLK,AND KING STUDS TO AFFECT THE STRENGTH OF STRUCTURAL MEMBERS. OWNER. NOTED ON DRAWIN55. 12.ALL MULTIPLE LVL 2"O.L.ODl1GT5 TO HAVE 2 ROWS OF I/2'VIA. 5-COORDINATE FINISHES FOR ALL COVER MACHINE BOLTS®1 4 FEET TO 6 FEET INi8210R WALL !2)2x10 DOUBLE JACK,AND KING STUDS T.BEFORE PLAGIN6,CONCRETE.CONTRACTOR SHALL SUBMIT FOR PLATES WITH OWNER T.DOABLE UP FRAMING ON ALL POSTS AND PARALLEL PARTITIONS REVIEW A COMPLETE SEQUENCE OF PLACING 5GHEDULE. 6-COORDINATE FINAL FLOOR FINISHES WITH OR AS NOTED ON DRAWINGS. 13.PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. OVER 6 FEET INTERIOR WALL SEE PLAN SEE PLAN INDICATING ALL CONSTRUCTION JOINTS,TIME SCHEDULE.AND OHPI GUARANTEE OF CONTINUITY OF CONCRETE SUPPLY. 14.BRIDGING TO BE PROVIDED FOR ALL J015TS AND FLOOR BEAMS,5PACIN6 NOT TO EXCEED B'. 4 OF HEH ROOF ASPHALT SHING,LES RATED FOR 130 MPH POND EXPOSURE BY GEZTAINTEED ON NEW ROOF ASPHALT KNIP S STANDING,SEAM 030 FELT PAPER OVER In'PLY RATED FOR Y C RT WIND ROOF COLOR ND SHEATHING. EXPOSURE A IR OVENT®ON SELECTED B'f *30 FELT PAPER OVER I/2°PLY OWNER WD 51EATHING,. TO WALL 'n, -- 12 12 E6EVA2O 10 ELEv.20'-O"� efJJLI�C-^,e S7�°Ii811Ja °0•.'.�, 4� Q4 3 i°COMPOSITE TRIM l?A��GJ�4GC4'4 TYP. y I HARDIE PANS- G10/>rVkl©G".C3..=','LL7vJE VERTICAL SIDING, + mBvEpNg-,ND,BTY 99q'09 1 I ILL COLOR SELECTED BY 3/j°GOMPO5ITE TRIM OYfER 42°HIGH CHILD ° I SAFE HANDRAILS 77P. ®j 6 .. �BOARDs 1 ° 1• ' I PER Rau �C25G��Ctio COLOR SELECTED BY Gw35 13 13 OWt�R I STANDING SEAM ✓,`t;•+n' 'A;, ROOF COLOR / "`,r;,; f .,cy. 1 5Ei-EDT®BY T.O.WALL p0.� Y^• jj(/yf ti_,�\:�:+�I, 1 I T.O.WALL " 0DPA62 I ELEV.9�-4 1 1 I i f R f HARDIE BOARD GORIER BOARDS 1•_T• HARDIE BOARD 0CWO3R BOARDS STANDING,SEAM STAIRS TO GRADE OWER DOLOR SEL.EG7®BYI N I 1. R00F COLOR PCii 311 r COLOR SELECTED BY 5F1ECTm EIY �•""""'r OPfE 1 HARDIE BOARD HARDIE BOARD PERFECTION SHINGLE PERFECTION 5HIN6LE E COLOR SELECTED BY COLOR SELECTED BY I I S 1 ' Y i OP+Ex O��II D OWNER T.O.GRADE Tt�---L.GRADE lJ ELEV. AD Y ELEV.I'-2' •HIGH CHILD I I GRADE ti 03-I0-25 I551FD FOR PERMIT EIEv�o-0 I I R3IHw41L5 I I I ELEV I STAIRS TO GRADE PER R311 nPROPOSED FRONT ELEVATION (-,--)PROPOSED LEFT ELEVA71ON NEW ROOF ASPHALT SHINGLES RATED FOR 130 MPH Va D EXPOSURE BY CERTAINTEED ON 030 FELT PAPER OVER 1/2'PLY 12 12 T.O.WALL WD SHEATHING,. T.O._-.KAL EEV L A. ELEV.20'-O'1� 4 4 y HARDIE PANEL s I I I f 6 0it I i VERTICAL SIDING i M DOLOR SELECTED E OP4IER VERDIETICAL PANEL ° HARDIE BOARD I VERTICAL SIDING, 42°HIGH CHILD 1 ° C ILOR BOARDS COLOR SELECTED BY SAFE HANDRAILS COLOR SELECTED I1—�7 01,4NgiR PER R311 r 1 OWER V 42'N16H GHIID 14 Gw35 Lw35 GXI35 SAFE HANDRAILS STANDING SEAM PER R911 ROOF COLOR I SELECTED BY 13 OPl82 I 1� E • I I 7 I • I b E T.O.WALL T.O.WALL ELE\TH'-g" V - HARDIE BOARD C4DRHEFZ BOARDS It •-4 GOLOR SELECTED BY I I, IOtt O O J 3 3 J'C _ F COMPOSITE TRIM /� 1 11 it TYR / ° W HARDIE BOARD HARDIE BOARD Gw35 GX135 O U PERFECTION SHINGLE J COS n58EG OT DBBY G SELECTED BY Y EV 2 6 \ 1 { 1 I 6RAD,E p � f 6RADE LEd-O• U (+7 Q I DOOR SELECTED BY Ok#aZ �PROP05ED REAR ELEVATION �PROP05ED LEFT ELEVA71 ON b��0 x WoW a+xCQ N suLE v4•.r-0• scALe v4•.ao• �z F�� � O F R HOLD DOWN CONNECTIONS jRE UIRED AT EACH BUILDING CORNERI REQUIRED AT EACH OVERHEAD GARAGE DOOR JAMS) 4°V.-RU ROOF O SECOND FLOOR ATTACHMENT w [REQUIRED FOR ALL,NEW CONSTRUCTION AND SECOND FLOOR ADDITIONSI b ATTIC, VA VA a 'SIMPSOM RDOS - •-2-160 COMMON a a NAILS OIL O.G. 'SIMPSON'NDOS\ FOR FULL LENGTH OF STUD 2-ISD COMMON SLOCKIN NABS 0 6•D.C. I 1 IR°I I �LsG #8 25-009 0 ENDWAL FOR FULL LENGTH I 2° OF 9TU0 V`V. SLOCKIN 6FAI. 0 END WAL 'POKE- PROJECT5-25-009 SECOND FLOOR 'SIMPSON'RDOa/ DDw1C�7OG7G#a OR 'SIMPSON'PH DB u• TO EXISTING G.O.G.O. A� CA 4'SANITARY LINE SEPTI M FIRST FLOOR ATTACHMENTAPPROVED "L' '^�• [REQUIRED FOR ALL NEW CONSTRUCTION AND FIRST FLOOR ADD RIONSI TRAP 7/S•OIA.TNREADEO ROE EMBEDDED ALL STRAPPING,ANCHORS,MOLD DOWNS, 12 1/Y ADH INTO CONCRETE SIMPSON'ET 8 ADHESIVES TO BE INSTALLED AS PER IXIGX STRENGTH EPDXY ADHESIVE[A FOR MANUFACTURES SPECIFICATIONS. TEMPERATURES 10 DEG.TO 40 DEG FI USE nPLUMSI NG RISER DI AORAM -7 HOLDDOWN CONNECTIONS -SIMPSON'AT[NIGH STRENGTH ACRYLIC ADHESIVE[ ' gC.ALE 5 OF / 295�L30GV`�@C',@-1-rL'U1MC� 10'-0' oo r-ununnC/Csl 99+p9 T PPJNTEO WHITE t1 lb*OL. 2XI2 PT RAFTERS• 2X12 PT RAFTERS 0 � I61 O.L. 16°O.G. � PAINTED MITE PAINTED MITE I O)�nzRslrm� (a) 12 2X PT 61 di tj•. } w PROPOSED w I SEGR ON AND Q j ❑ H°NIDJD �f��"' f y T EX GARAGE �'HOUSE _I n FJJ:VATION ON n p I 1 •��T 9"Y�7OD GOLUMtS TO C ry x COLUMNS TO BE MITE I I BE WHITE T7P- TYP- • j I 6Y6 Pr Q t S. .(tip• -i / W2X12 GIRDER / POST bXb PT POST tr 6X6 PT POST Y-- I , Poat Lcp MUD D 1L I I I I I I I LIM 4X4 HOOD POSTS TO BE I I 03-10-25 ISSUED FOR PERMIT I I I I I I I FASTER®TO NEW 1H'o LONG Or A Plat®ITN P C- — — POSTT BASE(TYP UON-GASA9T IN I I 101-01 PLACE ANLHOR)TYP. nPLAN AT PERGOLA nELEVATION AT PERC70LA nSEGTION n SECTION SCALE 1/47.I'-0' SCALE 1/4'.I'-0' �Sfi1LE l/4. B sCALE I/4'. Dm a H'Qonete miedww06nm. 2XI0 RIDGE- W✓a.ml�L nn.w mm �IMman T.O.WALL Ak od aasise - 1'arlbiommAeNmp ELEV.20'-0' - 16.mde1•eW° I i A j 6'O NIGH 2° pVC PA a. COMPOSIT 500,19 EX GARAGE--j T"• ISo BUILDING PAPER I/2'OGB SHEATHING, 2X4 STUDS•16'OL, 2 X 10 COW.LEDGER 4 m Q OUTDOOR eo - DTTZIdlmu1lML asreLmradl tonearfora Tor. YSLUFLOOR ID SHOWER2 X 6 RR �� `>• ;'T46 COMOOR31,119, e.wm). 1I DOUBLE FJ III BALCONY LCONY•I6.OL. TYp• or, T-0ECKLATRDAD(aadadeNM 2'XH'FJ&11 1 ELEV.6'-H' J O O ADD 2X4 CRIPPLE III �� / �♦ / Poal 16'O.G. ATOP OF EXISTING 2X4 KALL ALL l°IALI.S t DTT2 CEILING p PLAN AT OUTDOOR SHOWER GE1LN6 � - 6•CO 5LABON n6•GOt1C SLAB ON " ` e.• z GRADE 3500 PSI W=z �y o SCALE I/ I'-0 GRADE 35 P51-0 COIGN W w IOAO CJ w CA F C40t' rrr SIDING LONG- w 6Xb 10/10 W'M 6 ML VAPOR ly A I5l WILDING PAPER HW 6 MIL VAPOR TAP Post - `—Z �TB7 GRAVH L1 U3 d W 1/2'050 StEATttINO BAIgt1132 ON 61 ZX4 5TI1D5 Y 16°O,G- CONRACTED GRAVa- T.O.GRADE h t�Ds alb W FILL G.y a Lu _ W FILL.y _ `_ GRApE 2 IEtwol t.Q6wRA � '� :.•.. � '�' O'_O• NtisuN wcArs .daY,O EK H°POUR® L j E?C b• UNDA E go�6�7 O LONG FOUNDATION N LONG FOUNDATION — TO REMAIN TYP W:D m O O W TO REMAIN TYP DTRZ msmlkd as a Lamm Connoctorfor a a b d rI F Ga f"t Pa6L Q r'r N'r: _ FNmore m!�nmguaNredp0.H mnnerJion t� ridins+a E•'"O SEGTI ON nSEGTI ON ��p"' 76t SCALE 1/4' �p F q 93 � x o- a � C�DD fftI6G`;PRo>Ecrs-zs-oal A 6OF7 QCJ(lu"'@rc4 . 03 Al 9RID076 Ell MOM, / I I I \ I I I I I I (D ROP05ED FRONT ELEVATION nPROP05ED RIGHT ELEVATION SCALE 1/4•.1'-O• ` SCALE I/ .I'-0• 03-10-25 ISSUED FOR PERMIT JE inn ED I I I I O 3 nP Q 5ED REAR ELEVATION /1PROP05ED LEFT ELEVATION rA W,W . w -' SCALE 1/4•.1" -` SCALE i/4••1'-0' L4 A Q 6cygd'" J orG ZCd �p� }- FN��.7 lfl U W O Q �.4 W F Ca ^ O a W� O W E- A-4 7OF7 i .yam...»..,;,Y'. .R T .ta` w•M'C'. :M3 `e".`:�.-.�<.K�4 m" p®Mg g�$� �pygj �py�/�',�y�• ��gy.�t�}q♦ Rear '�����'i't , �°'`�,c't" :"�i } :U','.,^ ,.�.,y3F.•e^wr ., Area 'Front Side Both Sides Fear �/ (square feet) Lot Coverage (feet) (feet) feet (feet) )ISAPP{ O AL 200,000 to 5% 6Q 30 6o 100 399,999 120,000 to 10% 6o �0 6o 85 199.999 80,000 to 119,999 209,6 6o 2C� 45 75 „ _ � �;' „..� � 4 •°"w i LaG�C�G1lETE@4 6( ,Cc!0 to 79t99 700,E 2' 45 75 ( �,;y ;: = '� >'" �� PROPOS D D MO ITION AND 40,000 to 59,999 2CPX 50 20 40 6o tl Gz3�MC�G3G[1C�LQD G!1`ll �qg0� �•` 1 .° C�(' e "`zx ''i. yy,.✓.ce ;..b� 2c�,c� o to 39,999 20 4� 55 5 .wT'�.m �.� t.4"¢b `..% �„'?"�'`� ,f` .`•;t,,: °s,R$°g•'..:1�5Gr:-�.��r''w�3°}'': e�4r<•` �'C,�E'�P.>,�° w.� 0 0 Less t{1t111 20,C)0(� 2C1°`' i 10 Z ' ' x ` e"$� N'}.. . " ffi 2T 1�g- �q f• 4�! a �y,,.n +ffio -_ - -__ ,.'' ,. � �� + N �t°a„��.'e' ./`..f � Ye.•t sn`*Sn Q<�xi 4" F� '.'b .f, � W R NOVATION TO TH I�/� n r t- {^- r �-yards A r -6� ,. ;•.st "E r r+.`,`+ .- .•':d :,: �4 c�nc0l f0t m611 IQ�s with f�,IT11 :y and, second r}�fr�r71_y , ds shall be I Bred to rl eet the f�fl��'"s1110 ,_. , , ; ^ G.• 4; i It � ,per ", �', `"f�:�•' y�a "`t�? :.<u a':t .11 'K e.'t,'` ,¢• t'` «.r § k 8t •�.c�^'°�* sY at s+�£'• ,�y,,,,t{� .,r...:+ p � tM 4 >:� � 'f��'.a, i. ..�� Area • s 7 .� `. "$- •.•,'cad t "" °�•' '4, Area ry ar':t •=e"'�° ' :S'.�� � �' "_ �'•°•�•� c"*.-' ..s:» s.¢g`,�d.T;,�v* e T's a '�?'."� °� �,}�,y,•e�`°3 "}' i'-.y,° 'N ((square feet Primary Front Yard Seconds Front Yard Side Yard �,�'�. ,, .� �����, ��. C. � xy�, �.�',' •y<°` � •.�, n��•�,.;`:., ¢� >,� �� t � F�.. �� ,,�� SMITH R SIDENU (square J w� 3 F 9"",,,�g_• „ ., mr•<.• �'y, c ,x� 'M_s.�. $ °.:- r t e , p8'°"..(.• .,w,�'�`^' rp.'� 'Y.,d,'tea, y,, S, "t ' e',�'>' - .` °'✓° d'j e�� w '1.2,. °�' �„^d'�"T°<v '•,.Y 'NY•;�'trt 'N';qk� +' . 0; " $'E � �x:;,}; •: §'rat,'•'t: '<t e@r�`c'�a°%�> °'+'� < ".a a. .>... ,. ¢`1a:e..<• i'• " ' Less thRl1 20,000 20 FG �` �.�,� ..tom � :5� ••` � r. �f" J' 3.� �``, .S>.iue . ' ., ` °0.-_ :n ,�*" !�W•� z° t'�#^, J,�<Y`:r,";'.�.:., `V: + d a� � ,k,;s�;Rr a �- .¢a. - +'.�.,yx .x. '. :3 -X:''.,:�'"'.�, °'per':, ,-••. � J 'd'�;'> "' ` `�n�:.: �'t��, `�•.�•d�` Lam. " A„y,€�,�,�' „'t',',�- ,�� `� :1 R�'�°• *��,k;:§i .•�w ^"a.:..vAe;.�,�,�, �;� '^' "��� ,t e do »a,'{,�w..�";r €"" ,•�;r.<�a, "Ss<° Y::,°. Y. w•�,•, d x - - 20,000 tO 3 t99Q 40 25 15 a&.. ..:._.m,,.'. ':.y,".L2.Yi'.AV.ec.eS.+if �t.....�ltlululwe....._...S.mL ..�d.A.�.1...�°.Y...'�. a'Se..'}la4S�"-.'Y at�..' • ` "�he <a'`a,...,..... ':ffi - ._ •f#'-< ° s w I r • t PIER LINE Dfi AN I NC ID = bo- 121 OAK AWN AV .,> �5 n STORM DRA I NAC E GALG I. RUNOFF GOEFFIGIENT5t PAVEMENT = 1.00 NON-TURF Lf�NDSGAPE= 1.00 o �� LAWN Fad 12-13-23 155UED FOR PERMIT 2. PROVIDE STORAGE FOR:2 RAINFALL =.16'7 � �a 03-24-24 REVISED PER TOWN ROOF DRAINAGE GALGULATI(ONS, .ono• o COMMENTS I. ROOF AT HOUSE DRAINAk5E AREA(LP)- e tt 04-OS-24 REVI5ED PER TOWN 14715 S.F. ROOF x .16T A = 24*1 "" COMMENT 2. ROOF AT GARAGE DRAINUIGE AREA P RECONSTRUCT ' 08-2q-24 REVI5ED PER BOARD OF 300 S.F. ROOF x .16'F >oc I = 50.1 w TRU5TEE5 GOMMENT5 EXIST STOOP � 3. PAVEi2 AREA PATIO AND STOOPS (LP): Ici.� 5F J�CS�$ A� R Oa-20-24 REVISED PER DEG 1021 SF PAVING x .16-1 x' I = 171 e � C w�� �Y �---REGON5TRUGT RECONSTRUCT °� y e M � APPROVAL 'u r 66'. �,�a� EXIST STOOP 02-21-25 REVI5ED PER FIELD 4. LAND15GAPE AREA(LP)t EXIST STOOP �� CO YSTONE VENEER .' :• Iq.�J 5f= CHOSEN BY CONDITIONS 4/714 SF LANDSGAPIMl6 x .16'I X 2 = 135 15.0 SF----tee �! o -•.�STu 1RANSEC • ! r k:'.. x -�u, OWNER 'a ' 03-03-25 UPDATED LOT COVERAGE TOTAL = 603.1 1e+� \G� O� 4�r j j %'�',� 7 DAL NEILANDS BOUNDARY.AS , ti ;;; �, tt�EABYSULTANIS •.. O6-2q-25 REVISED PER IA SYSTEM USE (2) 12' VIA. x 4' VDEEP STORM POOL \ AO p 6, ;s T 6 t ,, r : ti ,4x'r ,w ME° Of tM DE516N wi'OPEN GRATE. 4033.E x 2 = 8012 ,c� , " .} �' ---- LIY T OF w 07-25-25 REVISED PER TOWN °� MODERATE WAVE ACTIN aLIQUIDAPPLIED •q,. WATERPROOFING GOMMENT5 \1__---- LINE OF COASTAL BARRIER MEMBRANE Oq-03-25 REVISED BA5E ON ZBA r A ,�`G: i�r��. 1+ Cp --R€SOUR ,YSTEU AREA $t, , �, tn` weaAg7 /te�so--e'-------- VARIES-- '�@14' AND TRUSTEE FEEDBACK D /p3 i ��SY ;';\'\� �;�;;-'•: fR� a(o 5A �4:1' p WATERSTOP Y 'Jlq,•h 150 OF EXTERIOR - % ,>fi;;� WAIsL5 AND 1003o OF ����� a • 0.08 CLEAR ROCK.F REPLAGED a. (Tp.) MAINTAIN CRASS AREA / ��r, � ." �:� ` '` ;. ' s 0. •32 1.35 ¢ E3bO SF w SHOWER AREA RETAINING WALL /, °n ; y , zA. ' �: t �, •D.r 7 • DENCE T 13 FRAMAE 1 AtE RD #3 N.T.S PROP05ED 17 LF PLUS ,\ / •� � '^ 3 � � TAX 5 pFIV TER \I �y 1 .�.��.t3' r DENCE � 4UE•'WA STANDARD LOW ' `a /F ? S • FRA Es, a P d •W ME RD # NON-TURF PROFILE INFILTRAGTOR •`�� GA- o ti / 9 � �"t�cNx ��5g� #NoPoDocuMENj _ AREA ', `� �. V� S N0 pVA1U �'7{{ U EX. CAR � BACK ARRIS LINE LRNE BUZZED LL r GP5 All � Z° x GRADE �-5" o a0/// �/ I�I��I-ICI-I • Q• ' w RELOCATED 20 .-F OF 1 5 �y gb° =11 I-III-III PAVEMENT oP EXISTING BELOI N GURB 2 I III-I' AND ADJUST TO // 'C �o� i Ia TAX DENCE 3 '9�. - RPOP50ED ORA t'E �� 56 "� FRAMPRVAtE RR# =III-III -I I I-III-III �4711 i� rAX y0T 11 #aoPuellc WATE -III- I I-III-III- / BELGIANNOTE:8 �4 A K� NUE CURB III-I ! •e; I I-III-_I THE FRONT ARRIS LINE SHALL BE v i / t READ TAX / 1 / / �pA ' �- \ -III - _•,: III-III BUZZED TO REMOVE A MINIMUM I V I FRAME RESV1°NEpC011E r� /1/ �j 1 T ppKt.>• g0 /�h � \ '� COMPACTED I=��' -III- OF}"AND MAXIMUM OF�"ALL I I I 3tp5 C WA1ER � ITT�" ALONG THEEXPOSSEDEDGE. a•+--t II pueu fill i A j SUBGRADE z 1�1 BELGIAN CURB DETAIL 0 N.T.S A �j • �"i ,64`y �yQj LDT . 'ce•I I �l yat2 a. +��4`0rye 1j �/ 9 � '�A,4.� l y � � �y TAX pfSjDENCE `r I ' \ #ppUB�vC•NAtER�3 1�1 " I l l- 6 as ACE P 5 4PN ��•G���5T6 Aa a° l J�--1 c Wr-10a �P� {�•1 oP,,`3 A O o x I� 13 C�WPY GP'� dt °p"� �FRAR Mt vStvINDEA,�ENUE ( 4` YA YRt<v N �tV A '� �� 4 OMB .��' i � 1 #3145pU8 C W R S 1 TAX �T$NCE O ~ V a � ` I RESIDE O nM G NEC � • � �, I \ 220 PRIVATE ON 11�� PENp1p11BVC WA > � I phi., o --� C) I 1 Z i- I� b l END � MON !m p �T g710E 00 g r M RE51DE AtNUE FR OAK1'P'�11 kA518 ENt LJ Ii' #3325 C OR jo pOCUM ❑D NO pVAE�B�REC�° I N S I N D E X I DWG. INITIAL LATEST ISSUANCE Dl � NO. DRAWING TITLE ISSUANGE REVISION NO. $ DATE EX. 1I STY DWELLING 1225 SF TI TITLE SHEET, GENERAL NOTES AND PLOT PLAN 12-15-25 1 Oci-03-25 'TOTAL WITH INTERIOR ALTERATION 1225 5F SPI SITE PLAN Oq-20-24 pG30df �4#o 23-024 EXI GROUND FLOOR PLAN - EXISTING 12-13-23 EXISTING PERCENTAGE LOT COVERAGE PROP05ED PERCENTAGE LOT COVERAGE I T NOTE- EX2 EXISTING ELEVATIONS 12-13-23 @1D TUME-0 PROJECT5-23-024 R O F O S E D F L O I PLAN- EX. 15TY DWELLING 1202A5 5F EX. I STY DWELLING 1202A5 5F 1" BOARD OF TRU5TEE5 APPROVAL NEEDED DMOI DEMOLITION PLAN 12-13-25 1 02-21-25 • EX. I STY GARAGE 501.3 5F EX. 15TY GARAGE 301.3 5F 2• DEC APPROVAL NEEDED01 i 30-0 EX. CONG 5TOOP5 O 5F EX. GONG 5TOOP5 O 5F 3• ZBA APPROVAL NEEDED AO SCHEDULES, NOTES DETAILS 12-13-25 INFORMATION PROVIDED BY OTHERS FOR REFERENCE ONLY. 5EE SIGNED AND 5EALED SURVEY OVERHANG 11.42 5F OVERHANG IT42 5F 4. PROJECT DEEMED DEMOLITION AND WE35TANTIAL Al PROPOSED FOUNDATION AND PROPOSED FLOOR PLAN 12-13-23 1 02-21-25 IMPROVEMENT TOTAL LOT AREA 6CI53 5F TOTAL LOT AREA bg53 5F 5. HOUSE MUST BE RA15ED AND ADDITIONAL FOUNDATION A2 PROPOSED ELEVATIONS 12-13-23 1 02-21-25 ADDED TO COMPLY WITH FEMA GUIDELINES A3 PROPOSED ROOF PLAN 4 5EGTION 12-13-23 1 02-21-25 PERCENTAGE LOT COVERAGE 21A% PERCENTAGE LOT COVERAGE 21.C1% 6. FINISHED FLOOR ELEVATION MUST BE 5 FEET OR HIGHER O A4 PROPOSED SKY PLANE DRAWING 12-13-23 I 02-21-25 8. NEW IA 5Y5TEM q. DEMO DETAILS ON 4 OF q 10. NEW I,A 5Y5TEM ADDITIONAL FILL FOR Al 5YSTEM 15 42.211 CUBIC YARD. OF 9 I i 1Area � Front Side Bothsides Rear (square feet Lot Coverage (feet) (feet) (feet) (feet) I I 200,000 t0 60 �O 60 100 t 39919 „ 9 9 120,000 tO 1096 60 30 6o 85n C" y � .. -..' 1091999 H 80,000 to 119,999 20% 6r 20 45 75 -,; °' .: �,¢�; 4 °°,. _ •- ;� -a � _ �, dC2CFC� 1. �LaG�I�]9 LQ°0°G1° .' . = G�aC�G�l�4CC�4 y .. .., .' W 6o,000 to 9,99 20% �� 20 45 75 � � "° �'°�` 7 �:' yw,". g0� r�0,000 to 59�99 2Q;6 �0 20 r�0 O .�; �? � �, � � � �� �`':: . ��� �`#_�'': G3�MC�QaC�G1D9 [n w �I ° o • 0 ARAOU OUTDOOR SHOW° LV t+`.JV t4+ 2l.Wo tit 15C �� 50 � � `� ; °tx �" 7,°�', n e b ax'l:s'd':,'q�• ,',,��"<:;�` .'�..;. �k YY^�,��� +d �R L°Jc'I 11 a�CS LI o��4741 �'��'999 '5 >r ��s,YNa>�.,=ab�..,,s:�,ewc e � t a'Y" 1,. t .•° , w Fes;,« .�Y'�", 'Less than --..'--__.-__-__._._.--.-._....__.._.._.._._.._-._-.__...,__-_...._.___.......___.___.___.-�� - , �aK`"� ���' M.�'!`"' at - �, e�'�\?.. •'4q�:..; �,,, :%F< eR' e" �.-&rY � r#f�.S,A�'��� "f'" �'`'�'.." {� � � � n ❑ I L�❑ t Cr:° a: it :.a:Y",..i.-A"":��.:'°' 3 3 wn A E. `� ,'�..°'� �3'� Sy�d�•}�-;�°" ! �' „`.� .Tv�2e.. onconforming lots with primary and seconda4T-y front yards shall be regUired to meet the followin : � :.-�,,„ �. } � � '`n¢ $'b 0 A I `A. t^` y _,,p { k,®v,,«a, .,.�L, .` .� wE '-j":, .� a'",y. -y: '= ar,'� ,,«••: •:.dr. y. �.a., x q ,� ;•'x ,.e", =' ,..�a „ ' .f '�`e � �_ , .�}�,' a,�t✓ -' t, i y�•f =wF as,• y, �.+' Area .�5,;<.''r x r' ... Fy W s�.-+ ,q` .�#rd .'. w i 4•''b: ice,:♦ Y' 4 d p q 'g. t= a �; 5� and g• ?' L ^� ' As.* a"?`: ' ''s €.«:: :` a.L .eta . 6� w s}L�j�ar feet`}/ Primary front Yard Secondary Front Yard Side� g (square I �i " ..,p;„ V r A f Se ro� .P' :... td°`•w 1 �.`C. i i9•".+A d°< ,Pi Sd b$`.y'°f.•,h. "' {. .r I I FR ,�tJ'" ,i ""`� .'�#,��'��*_ ��(. Rm- :& 1-..�; `�,'a�•.�.•'�:a <-:�'' �R'= a�a�.A,a°�' S� '�" q ,� •. �' t Less than 20,000 5 20 10 `,� � ;'� r •..••��'g%;:gam;'�,a' ^,l"gs�.d`' '"e.ffi.,'°� �''�.R >=�R` °� :_: �F..�;'qw:°, `�q��:?�o-n•�%�,a.' � �" '�.", :�� � � ,.. I ,�; � :'� '� 'a., ' ; P .A'��:'" �,.�� ,��'e' � �=Y�' a '�. :� as '^��' - >»,:, 4 §p�;;. � „•R a }} ""��((��((^'��{{''ggCI TO TH SMITH R SID Nu � � �[' "" T�"`."`�` .w,d?�'. ''�`A�.�„�O;, v.�.. `: a ,ar-y'" �'�,•ft,a Y, ,* � q,.r `} . i° � 2C?,®� LO J:J%3:1. .r3 J e`,° � �tlaec• w:` wa."�'' ��` ., , r"'y. >', , ',•a.<•;x' `lir.' yf +j..• ' ®,l•YKY'u'�ws.. ,.., ..y�,\�,}`•�� }�..&�.e/�.� �/i� y�,re\i,�r°(/a�L^ai76..d = �m PIE STORM DRA I NA E GALG I 60 y`' •. 12 1 OAK AWN AV I. RUNOFF COEFFICIENTS 0 „ PAVEh4ENT = 1.00 ROOF = I.00 LANDSCAPE= 0.20 0 01�uIE❑ d LAhW NON-TURF 2. PROVIDE STORAGE FOR 2' RAINFALL =:.16-1 ROOF DRAINAGE cALuuLAT1oNSA � 03-10-25 ISSUED FOR PERMIT I. ROOF AT HOLISM DRAINAGE AREA (LP)=: SOUTHO D NY 1197 1 04-12-25 REVISED PER Al SEPTIC 5Y5TEM DE516N 1475 S.F. ROOF x .167 xl = 247 � 06-29-25 REVI5ED Al 5EPTIG 2. ROOF AT GARAGE DRAINAGE AREA(LP) 5Y5TEM OE516N 500 S.F. ROOF x .167 x 1 = 50.1 01-25-25 REVISED PER TOWN 3. PAVER AREA PATIO AND STOOPS (LP): y► w GOMMENT5 s a Oa-03-25 REVI5ED BA5ED ON ZBA 1021 5F PAVING x .16"7 x I = 171 Da�65 ` � '^ o NEW STORM DRAIN AND TRU5TEE FEEDBAGK 4. LANDSCAPE AREA(LP)' sS6�Y m�, 4p74 SF LANDSCAPING x .16-1 X .2 = 135 64 1 "\cOAS*N-TRANSEc TOTAL = 603.1 e �� a .� � � � _� � �.' >z ,Y >' n, �• 2'STONE VENEER �� ��4 O$� �•F •a '.� `'.� �, WRAC YIETLANDS BOUNDARY.AS -�_.• . (2) 12' DIA. x 4' DEEP STORM PGOL VEATER BY EN-CONSUO SSrEUNT ON CHOSEN BY S Qa ✓ 6�l." PROPOSED 10'-0' X �J'-O' OWNER w/OPEN GRATE. 4o3b x 2 = 8072 �6 0� n °'`' 1 ` P RGOLA 50 SF IT III y0p� ' ;� :`%�,.' •,r'�' j� t�el+T `61 0 UNE OF COASTAL BARRIER LIQUID APPLIED OO`"�"" ��• r '<ti`�' i +,-`,4 ww�yi 161 -------- •e,. WATERPROOFING e MEMBRANE a NE ! STORM DRAIN <.,,,.,.. NON-TUBE /� '''' tiny, \ VARIE NS@ta' ., W':�.'s��;��;�a / �g�O `'� lei O /J AREA R' �' �- o' ----------- .,d. r MAINTAIN ORA55 AREA _ �/ = ' ' % ,.a' w t -RETAINING WALL RELOGAI�^R� 380 SF T � � �' (26' O"L x 33° H X 8" W) - wnrERsroP -i ,7 0.08 CLEAR ': 'i y: (TYP.) PROPOSED 17 LE PLUS / `+��•� `jam, -PROPOSED SOVEREIGN 72" STANDARD LOW / �,o* � �'�� ��'� � � "' {{ -. :: ,- x 78"tx 33" HOT TU Sq 51= 16 PROFILE INFILTRAGTOR ' \ �TNCE -{ 0.33-�-a3z �1.35 -I DE l � � \ S 'z 13 p dE RE�RD N3 (TYP. 3) - / .n �n� \ �� T FIR ^` r1', TAX ES\DENCE �4.h0•ARj�AWATER SHOWER AREA RETAINING WALL ..+•� GA ��6 0�5 J�A� 5 3/ o ECORDBD�UMENT N.T.S _. �, �a,, gy( E ;� /•y -2ND OOR BA GONY 6'-O" x 4 1-6 end ll FRONT ARRIS PROPOSED 4'-O' 4Y'-0" BACK ARRIS LINE LINE BUZZED g 00/ / °� / ° �c3 OUTDOOR SHOWER ti 5F GRADE �5• w Z o s/ x� 1 111-I I-I I-I e w RELOCATED 20 F OF / w M� TAR OT 1E KZA9 PAVEMENT '{ / y�'F wP + E REs+D� 3 -III-III Ia., I II CE •J � __ . EX 15T1 NG BELG AI CURB E -III-II �5 / 11 305 pR1VAWA R# I I III-III a AND ADJUST TO ^b / TAR yDT pusuc _ LI=1=I RPOP50ED GRACE-� �'� �/ 1 RESIDE"cE POOP 05ED 2ND 5TO�Y ADDIT / pM A�N�E -III- I I-1 I I-1 11- p t BELGIAN III �8 / � / d ` � OAK / 1 �e' ° FRAM REwN P�NUE r� / / / ` 7 CURB -III-I °' . e.. II-III-1 NOTE: SHALL 3,p5 OPKC WA R ry90 4 �j o t -UNFINISHED 2ND FLR 5'- I x 11'-2 -III °. III-III BUZZEDOTO REMOVE AEMIN MUMS ^ `--- N ALONG N HE EXIPOSSED EDGE. w 1rop1 I . // * '1/ CSUBGRADE�-III-III O O /oF 11 / rye BELGIAN CURB DETAIL , v Z ✓ J ya� /o* 9 �P I If TAR WT N.T.S w ''GG�� r/ `l AME,E�'1E°ERj,3 � � � � • �• per'oo I #OPT U� f � .E ee 0 sia ro If w /+ e5'p8 AO" ®'' Lu AO 5 w e� sq6 1 N AS ,13 � 1 8• �a�(wPw/wj f W 1 tt g rx 1 OL 51 `�P 1 LIT 7 5, C TE zvE� E"pVENUE VO`5� i 3,45puP jG`NWN1 t cP\ ���`, W !'-LOT ! g8 oe� TO RE�DENOE 3 -�' DMP,G�,NEG0 Nl�l N CC I N D E X �' CO pEtO"AG pUBUC WA O O DWG. INITIAL LATEST ISSUANCE E-1 --1 I l NO. DRAWING TITLE ISSUANCE REVISIO DATE p Oto I '"°" TI TITLE SHEET, GENERAL NOTES AND PLOT PLAN x T o 03-10-25 07-24-25 W En 97.1co 1I M IRAET pj�"UE SPI SITE PLAN 03-10-25 - 2- w_ o V1S18M,T to 110 VA�B�R RD Dom" AO SGHEDULES, NOTES DETAILS 03-10-25 a 1 " Al PROPOSED GARAGE PLANS AND NOTES 03-10-25 [� " I A2 PROPOSED ELEVATIONS C� [ 03-10-25 A3 PROPOSED ELEVATIONS AND DETAILS 03-10-25 \ A4 PROPOSED SKY PLANE DRAWING 05-10-25 pG30e�CC��I#0 25-OO�i 6FA EX. 15TY DWELLING 1225 5F CMG° C���Go PROJEGT5-25-OOQ i�O F O S ED PLOT PLAN EXI5TIN6 PERCENTAGE LOT COVERAGE PROPOSED PERCENTAGE LOT COVERAGE INOTE: 11. BOARD OF TRUSTEES APPROVAL NEEDED SGALI� I . 30-O EX. I STY DWELLING 1202.95 SF ;2. DEC APPROVAL NEEDED DD G3La��Lvl N#o EX. 15TY DWELLING 1202A5 5F EX. I STY GARAGE 501.3 5F :3. ZBA APPROVAL NEEDED INFORMATION PROVIDED BY OTHERS FOR REFERENCE ONLY. 5EE 516NED AND SEALED 5URVEY EX. I STY GARAGE 301.3 5F PROPOSED IOx5 PERGOLA 50.0 5F EX. GONG STOOPS O 5F PROPOSED HOT TUB 3a.0 SF '4. PROJECT DEEMED DEMOLITION AND SUBSTANTIAL IMPROVEMENT OVERHANG 17.42 SF OVERHANG 17.42 5F '5• HOUSE MUST BE RAISED AND ADDITIONAL FOUNDATION TOTAL 1,521.6-1 5F TOTAL I,610.67 SF ADDED TO COMPLY WITH FEMA GUIDELINES TOTAL LOT AREA 6CI55 5F TOTAL LOT AREA 6CI55 5F 1. EX15TINO RETAINING WALL 15 24'-cf" x 27". NEW WILL BE PERCENTAGE LOT COVERAGE 21.C1% PERCENTAGE LOT GOVERA&E 23.17% 26'-0" x 33" h. NEW IA 5Y5TEM ADDITIONAL FILL FOR Al SYSTEM 15 LOT C.OVERASE INGREA5E ONLY 84 SF 422a GUBIG YARD. 1 OF 7