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Home My WebLink AboutTR-10705 f - a Town Hall Annex Glenn Goldsmith, President ®�� ®��Jy®� 54375 Route 25 A. Nicholas Krupski,Vice President ® P.O. Box 1179 Eric Sepenoski Southold, New York 11971 Liz Gillooly Telephone (631) 765-1892 Elizabeth Peeples � �® Fax(631) 765-6641 C®U01 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD SOUTHOLD TOWN BOARD OF TRUSTEES YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF.TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF THE ACTIVITIES CHECKED OFF BELOW INSPECTION SCHEDULE Pre-construction, hay bale line/silt boom/silt curtain 1 sc day of construction '/2 constructed When project complete, call for compliance inspection; zu- Glenn Goldsmith,President SOfFQ(,� 0�0 1pG Town Hall Annex A.Nicholas Krupski,Vice President 54375 Route 25 Eric Sepenoski o ' P.O.Box 1179 Liz Gillooly ,y,- 'a Southold,NY 11971 Elizabeth Peeples �?� 0p��h Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Sticks & Stones Outdoors, LLC TO: Please be advised that your application dated September 30, 2024 has been reviewed by this Board at the regular meeting of December 18, 2024 and your application has been approved pending the completion of the following items checked off below. X Revised Plans for proposed project (showing 15' non-turf'buffer landward of edge of creek with any existing vegetation to remain; no RCA fill) Pre-Construction Hay Bale Line Inspection Fee ($50.00) 1st Day of Construction ($50.00) % Constructed ($50.00) X Final Inspection Fee ($50.00) Dock Fees ($3.00 per sq. ft.) X The Permittee is required to provide evidence that the non-turf buffer condition of the Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety (90) calendar days of issuance of this permit. Permit fees are now due'. Please make check or money order payable to Town of Southold. The fee is computed below according to the schedule of rates as set forth in Chapter 275 of the Southold Town Code. The following fee must be paid within 90 days or re-application fees will be necessary. You will receive your permit upon completion of the above. COMPUTATION OF PERMIT FEES: Final Inspection Fee = $50.00 TOTAL FEES DUE: $ 50.00 BY: Glenn Goldsmith, President Board of Trustees Glenn Goldsmith, President ®F S®�/� Town Hall Annex ®� 54375 Route 25 A.Nicholas Krupski,Vice President ® P.O. Box 1179 Eric Sepenoski Southold, New York 11971 Liz Gillooly G Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 C®UfV�d,� ' BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD January 24, 2025 Sticks & Stones Outdoors LLC PO Box 484 Peconic, NY 11958 RE: 3995 WELLS AVENUE, SOUTHOLD SCTM# 1000-70-4-1 Dear Mr. Zuhoski: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, December 18, 2024 regarding the above matter: WHEREAS, STICKS & STONES OUTDOORS, LLC applied to the,Southold Town Trustees for a permit under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated September 30, 2024, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator recommended that the proposed application be found Inconsistent with the LWRP, and, WHEREAS, the Board of Trustees has furthered Policy 6 of the Local Waterfront Revitalization Program to the greatest extent possible through the imposition of the following Best Management Practice requirements: establish and perpetually maintain a 15' non-turf buffer landward of the edge of the creek with existing vegetation to remain; j no RCA fill; and WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on December 18, 2024, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, 2 WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the project complies with the standards set forth in Chapter 275 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that for the mitigating factors and based upon the Best Management Practice requirement imposed above, the Board of Trustees deems the action to be Consistent with the Local Waterfront Revitalization Program pursuant to Chapter 268-5 of the Southold Town Code, and, RESOLVED, that the Board of Trustees APPROVE the application of STICKS & STONES OUTDOORS, LLC to renovate the existing two-story dwelling; demolish existing detached garage; construct a ±210sq.ft. one-story addition with roofed over front porch, and a 730sq.ft. attached two-story garage onto north side of dwelling; construct a 1,302sq.ft. seaward raised masonry patio with a 448sq.ft. pool within the patio; masonry patio to have steps down on west side, and two boulder retaining wall tiers with plantings in between each wall; existing 20'x12.6' easterly seaward deck to remain; abandon and remove existing sanitary system and install an I/A OWTS system; install basement egress stairs with drywell below; install gutters to leaders to drywells to contain stormwater runoff; install pool enclosure fencing, pool equipment area, A/C pads, generator pad, and propane tank; and install a 975sq.ft. driveway; with the condition to establish and perpetually maintain a 15' non-turf buffer landward of the edge of the creek with existing vegetation to remain; and no RCA fill; and as depicted on the site plan prepared by Stromski Architecture P.C., received on January 13, 2025, and stamped approved on January 23, 2025. Permit to construct and complete project will expire three years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: $ 50.00 Very truly yours, 4 L PA� Glenn Goldsmith President, Board of Trustees GG/ec b/�°•' _ ,;�a� I E'- _ ,6J`J R,1 's .r/',;:�i �j " ,:a 6a :u'�a f yp a Fa^ .'- r .r b Y , ,r BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK .. c PERMIT NO. 10705 DATE: DECEMBER 18,2024 ISSUED TO: STICKS & STONES OUTDOORS. LLC • _ PROPERTY ADDRESS: 3995 WELLS AVENUE. SOUTHOLD - SCTM# 1000-70-4-1 . AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in ` f� accordance with the Resolution of the Board of Trustees adopted at the meeting held on December 18,2024, a 3> 1\, and in consideration of application fee in the sum of$1,250.00 paid by STICKS.& STONES'OUTDOORS, LLC and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees �+ authorizes and permits the following: '` "h Wetland Permit to renovate the existing two-story dwelling; demolish existing detached garage; + a construct a f210sq.ft.one-story addition with roofed over front porch,and a 730sq.ft. attached r' two-story garage onto north side of dwelling; construct a 1,302sq.ft.seaward raised masonry patio with a 448sq.ft. pool within the patio; masonry patio to have steps down on west side,and b - two boulder retaining wall tiers with plantings in between each wall; existing 20'x12.6' easterly op seaward deck to remain; abandon and remove existing sanitary system and install an I/A Y OWTS system; install basement egress stairs with drywell below; install gutters to leaders to drywells to contain stormwater runoff; install pool enclosure fencing, pool equipment.area,A/C ,. r , pads,generator pad,and propane tank; and install a 975sq.ft.driveway;with the condition to establish and perpetually maintain a 15' non-turf buffer landward of the edge of the creek with a ` existing vegetation to remain; and no RCA fill; and as depicted on the,site plan prepared by Stromski Architecture P.C., received on January 13,2025,and stamped approved on January 23,2025. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, ' ' a aR and these presents to'be subscribed by a majority of the said Board as of the day and year written above. co - y _ r ✓ b`` 4 ,_: v ..�• � 1^ram : .- _ _ ' ��/ b. � h:. "!sy .F, ...� .�of. ''mac• '° by•~�•ff� '�.•v+4��i h.. `F,gvi`� TERMS AND CONDITIONS The Permittee STICKS & STONES OUTDOORS, LLC 3995 Wells Road Southold New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and.th`eTown,of Southold are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any " operation performed.pursuant to this permit, and the said Permittee will,at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. - 2. That this Permit is valid.for a�period of 36 months,'•which is consideredlAd the estimated time required to complete the work involved, but should circumstances warrant, request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization.was originally obtained. 4. That the work involved will be subject to the inspection,and approval of the Board or its agents, and,non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold,require the removal and/or alterations in the location of the work herein authorized, or if, in the opinion of the Board of Trustees, the work shall cause unreasona6le'bbstruction to free navigation,the said Permittee will be required, upon due notice,"to remove or alter this work project herein stated without expenses to'the Town of Southold: 8. The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety(90)calendar days of issuance of this permit. 9. That the said Board will be notified by the Permittee of the completion of the work authorized. 10. That the.Permittee will obtain all other permits and consents that may.be.required supplemental to this permit, which may be subject to revoke upon failure to obtain same. 11. No right to trespass or interfere with riparian rights. This perm it,does-not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title, or interest in real or personal property held or vested in a person not a party to the permit. BUILDING LOT COVERAGE: TEST HOLE DONE BY- HOUSE t GARAGE: 2,445 5Q.FT STORM WATER CALCS: MCDONALD GE05CIENCE 1' PROPOSED DECK (INCLUDING: DECK TOTAL LOT COVERAGE: 3,9% SQ.FT ON JUKE 6TH 2O22 l i STAIR t POOL)= 1,381 5Q.FT 2' RAINFALL/ 12 " 0.1666 = ��'( 2� EX WOOD DECK: 245 SQ.FT 3,g95 X 0.1666 " 665.81 SQ.FT OF STORM WATER 70 BE COLLECTED „C �>,5� SURVEY OF PROPERTY 665.s, . , .PER DEPTH REQUIRED MIXED SAND t LOAM j FRONT PORCH: loo SQ.FT r I 9 ,RR� e w 2.0 SITUATE EGRESS STAIR: 114 5Q.FT , VWV �j PROVIDING (3) 10' DIA. X 5 TALL RINGS a 15 FEET OF DEPTH r 3,995 SQ.FT /22,099 SQ.FTa.1807 IIIB.IX EXTRA CAPACITY SUFFICIENT FOR POOL BACKWASH BROWN SANDY SILT ML 3 0, v --, r PROPOSED 978 S 0 UTH 0 LD - �� LOT COVERAGE DRIVEWA GRAVEL v v architecture, p.c. TOWN OF S 0 U T H 0 L D ZONING USE DISTRICT MINIMUM LOT SIZE AT FRONT RO LOT WIDTH TREET of PP TEST HOLE �Q o � (SQUARE FEET) AT FROM ET) LINE OF GRADING AND E)GE 9� SUFFOLK COUNTY, NEW Y 0 R K _ ' P.O.BOX I254 JAMESPORT NY I I947 GROUND DISTURBANCE AS LOCATION: ELEV 15,3 0 REQUESTED PER NYSDEC ,MR A y RESIDENCE R 40 WPCHE� = 0. S.C. TAX No. 1000-70-04-01 PROVIDED u I PHONE(63I)779 2832 FAX(63I)779 2833 0 2 ° - _ �, JAN 1 3 ?9^?5 PRO EE - PR E" _ z v, MAPLEE SCALE 1 -2 LE TREE 'DO" BROWN t PALE BROWN ° - APRIL 27, 2020 FINE SAND SP -• -• -•. ZONING USE DISTRICT MAXIMUM LOT COVERAGE MAXIMUM NEIGH? OF BUILDING MAXIMUM NUMBER ' 0) (FEET) OF STORIES Southold Town yi1PE N LOCATION OF :;"' �e v 8 DECEMBER 12, 2022 UPDATE SURVEY WATER LINE 1fEt ro p AREA = 22,099 sq. ft. RESIDENCE R-40 20z 35' 2 I/2 BoardefTrustees `'' O ° °. ' LINE OF GRADING AND (TO BULKHEAD 0.507 ac. PROVIDED '-' - HE� f o / O GROUND DISTURBANCE AS & TIE LINE) Iq.gX 23 I +/ 2 REQUESTED PER NYSDEC cr O p� h �1 PROPOSED ABOVE ZONING USE DISTRICT MINIMUM EITHER SIDE MINIMUM COMBINED WIDTH FOR MINIMUM FRONT MINIMUM REAR 2 ` TANK 1 d GROUND PROPANE TANK CERTIFIED TO: YARD WIDTH (FEET) BOTH SIDE YARDS (FEET) YARD DEPTH (FEET) YARD DEPTH (FEET) 14.6' EXISTING SANITARY LINE OF EXISTING SYSTEM 70 BE N DETACHED GARAGE I A N Z U H OS K I RESIDENCE R-40 15' 35' 50' 50' WATER IN PALE BROWN ABANDONED AND �o / 1 TO BE DEMOLISHED STICKS AND STONES OUTDOORS LLC FINE SAND SP REMOVED IN � P OL PROPOSED FUTURE ADVOCATE'S ABSTRACT, Inc. PROVIDED 7.8' 32.8 17.0 ' 26.5' 75.5' 1 ACCORDANCE WITH / GENERATOR LOCATION STEWART TITLE INSURANCE COMPANY SCDHS STANDARDS O 2A's' �- PROPOSED (2) A/C UNITS FARM CREDIT EAST, ACA LINE OF LINE OF GRADING AND O� PPROPPOSED ATTACHED GROUND DISTURBANCE AS GARAGE ADDITION SITE DATA NOTES REQUESTED PER NYSDEC \ ye LP1 NOTES: 1. THE OWTS SHALL BE MODEL CEN-5 MANUFACTURED BY FUJICLEAN USA. Proposed Additon/Alteration 5: LP2 ,o , a .- 1 . LOT NUMBERS SHOWN THUS: LOT 1� REFER TO For: PLAN OF LOTS OWNED BY GEORGE H. WELLS * DATUM = NGVD 1988 2. THE DESIGN ENGINEER, FUJICLEAN USA REPRESENTATIVE, AND SCDHS CO N �o.d �2.2 0 t5 FILE IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY REPRESENTATIVES SHALL OBSERVE THE INSTALLATION OF THE OWTS AND -�, - * DEPTH TO GROUNDWATER IN AREA OF LEACHING POOLS = 13 FT LEACHING SYSTEM. APPROVAL FROM ALL THREE PRIOR TO BACKFILL. Wells Ave ON NOVEMBER 28, 1927 AS FILE No. 859 PROPOSED SANITARY �• '5$ CONTROL PANEL No�56 O ` 2• ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM * NUMBER OF BEDROOMS (DESIGN EQUIVALENT) - 4 3. THE SYSTEM OF A FUJICLEAN SUSAT UP REPR REPRESENTATIVE. NTATIVEMPLETED UNDER THE DIRECT SUPERVISION SYSTEM MH BLOT olki fRaME EXISTING ELEVATIONS ARE SHOWN THUS: MINIMUM REQUIRED I/A OWTS CAPACITY = 440 GAL Residence VENT 1�2 S1 EXISTING CONTOUR LINES ARE SHOWN THUS: * PROVIDED I/A OWTS CAPACITY = 500 GAL 4. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE PROPOSED 48' HIGH FENCE - FIRST FLOOR MAINTENANCE PROVIDER AND PROPERTY OWNER MUST BE SUBMITTED TO THE PROPOSED `0 ql `� BASEMENT EGRESS STAIR $ 100' OFFSET LINE OF EDGE - GARAGE FLOOR * LEACHING SYSTEM REQUIRED = 300 SFSWA SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES (SCDHS) PRIOR TO NIGH FENCE �' a z - TOP OF BULKHEAD W/ DRYWELL BELOW o, o TIDAL WETLANDS AS PER - BOTTOM OF BULKHEAD * LEACHING SYSTEM PROVIDED = 300 SFSWA APPROVAL OF THE I/A OWTS REGISTRATION BY THE SCDHS IN ACCORDANCE "y TOWN OF BOUT14OLD - TOP OF WALL WITH ARTICLE 19 OF THE SUFFOLK COUNTY SANITARY CODE. 1' TRUSTEES JURISDICTION - BOTTOM OF WALL PROPOSED \ 3 a� NGCK . PROPOSED 48' NIGH FENCE SITE LEGEND MAPLE TREE �� PRO ' wp0 R ,�aN 0. ALONG PROPERTY LINE NOTE: ALL CONDUITS BETWEEN PANEL AND ELECTRICAL ER `• YWEL S jo PROPOSED B5 SQ.FT. LEAKAGENT TANK INTO PANEL.MUST BE SEALED TO PREVENT GAS PROPOS3 PROPOSED POOL / �D DECK EXTENSION PRO. PROPOSED DRYWELL � : : PROPOSED 3B'-2' X 23'-q' RYWE 10' X 5' WITH HIGH FOR WIR COMMUNICATION DEVICE; CONCRETE PAD FOR 14-0 X 32-0 ,%'% ' MASONRY POOL DECK 16.2' F.F.E DOME COVER POOL. EQUIPMENT y� i /i, #it` ( ) USE ALARM/CONTROL PANEL MDL#1045040 -', PROPOSED STEPS TO GRADE CONTROLLER "C" MFG BY SJE RHOMBUS �� APPROX. 65 SQ.FT (VERIFY IN FIELD) O ,•>'"' 75' OFFSET LINE OF EDGE EXISTING TREE TO PANEM/MDL 0�1972 METER 3995 Wells Ave PROPOSED '�$ YWE J�;� ::::�,`�' f„.;� ; � STAY S TIDAL WETLANDS # DRYWELL FOR ". ', PROPOSED 48' NIGH FENCE . ." �` CONTROLLER "A" INCOMING SERVICE Southold, New York -•+- +''`4" _.._._.._.._.._.POOL-@A�KI°l ___.._.._.. F4,..,,.,r �aCf' PLANTING BED WITHIN RETAIN WALL MFG BY SJE RHOMBUS S.C.T.M.# I000-70-4-1 PROPOSED �o 1 (SEE RETAINING WALL DETAIL) PROPOSED CONTROL PANEL MOUNTED ON MASONRY STAIR �,� ��(P GINKO TREE O 4"x4" PRESSURE TREATED DEDICATED TO GRADE 1h a` pG REVISIONS WOOD POSTS 5 AMP TEBREAKER RETA�INIING WALL C REM LDER ° F PROPOSED TULIP TREE Q 07-03-2022 Site Plan updated with I A. TIER t0 ETO BE NAND DUG PROPOSED 120V AC, 10, 60HZ, 15 AMP POWER SUPPLY System to be within SCDHS Standards Ys �� e QAR TULIP TREE INSULATED MAIN 12-2 AWG WITH GND IN 1" PVC CONDUIT O P # OI-IS-2023 Site Plan updated as per oft LINE OF GRADING AND �� HIGH FENCE GROUND DISTURBANCE AS o N AIR WEATHER NYSDEC Comments SERVICE 04-27-2023 Site Plan up dated as per REQUESTED PER NYSDEC BLOWER ESISTANT PANEL O ALONG O SCDHS Comments RETAINING WALL BLOWER '�✓ �� ' � Cf� PROPOSED V ENCLOSURE 4 06-09-2023 Information added as per PROPOSED o� MAPLE TREE Administrative Amendment for Trustees GINKGO TREE TO r o�N�o o0 FIN. GRADE HARDWIRE S 06-I4-2023 Site Plan updated. BE HAND DUG e. O Resubmission to Town Trustees , z." ; co •WPy os `� ELECTRIC SUPPLY 75' OFFSET LINE OF NON-TURF BUFFER �,N 'oN PROPOSED TO BLOWER ©09-0I-2023 Revised Building Set EDGE TIDAL WETLANDS CP c of oNSJ�� SWEET GUM MAPLE TO FUJICLEAN OWTS _ SURVEY INFORMATION PROVIDED BY: E ,O �" �G �,a TREE SPLICE BOX AIR LINE TO GROUND SJE RHOMBUS AIR BLOWER OIO-OI-2023 Revised Building Set Q NATH g TAFT CORWIN III GINKGO TREE Rf wN o X EXISTING TREE TO BE ECTRICAL SUPPLY FUJICLEAN OWTS CONTROL 8 09-09-2024 Revised Permit Set LAND SURVEYOR TO BE HAND DUG E of P K % REMOVED PANEL (631)727-20V EXISTING N�Gr' WP�R C 0 N TR 0 L PANEL & BLOWER O I2-3I-2024 Trustees Comments 15M MAIN ROAD LOCUST TO STAY PROPOSED FENCE SCALE: NTS J�AMESPORT NY 11947 � spR`N ELECTRICAL ONE-LINE DIAGRAM 0 SURVERY DATED: DECEMBER 12 2022 (S% oo� OFFSETS FROM EDGE O �j , ��P� OF TIDAL WETLANDS ALL SURROUNDING PROPERTIES � '�1 s�CP MFG BYITU VENT O WITHIN 150' ARE ON PUBLIC WATER. �• P� (3 MIN FROM ANY NO WELLS ARE BEING USED FOR A $ V,ox� OR OR WINDOW) O RESIDENTIAL WATER SOURCE. EXISTING 5'-0' MAPLE 70 STAY c W PIING 4" PVC ® 4" PVC ® 4" PVC ® O LP 1-1/2 STORY 2.00% MIN. 1.00% MIN. 1.00% MIN. O FRAME HOUSE RISERS & COVERS O (4 BEDROOMS) WITH SAFETY LIDS LOCKING O FEEL=15.6 z MFG BY TUF-TITE OR CASTING TO APPROVED EQUAL GRADE O LING EL=15.0 PRECAST TOP `�PI EL=14.5 RIM=14.0 RIM=14.0 PROPOSE coNCOCOVER SLAB SEAL GINKGO TREE 70 BE HAND DUG �, IE=11.70 c WOOD DOCK .PILING �3" VENT IE=11.33 IE=11.28 woo HOLE IE=11.18 IE=11.02 R j�R o woo 0 (�`, 3 42.0 Y CONNECT 3" PVC VENT LINE �E=111.50 4'-0� - ,`��C. STROCSj Y TO VENT HOLE IN OWST SEE DETAIL FOR OWTS COMPONENTS 4' DIA. DISTRIBUTION BOX o n,k PIUNG PROVIDE CLEAN OUT AT FACE f OF BUILDING PROVIDE END CAP LEVELING DEVICE P, $ 03 MDL#SL-4 MFG BY TUF•-TITE OR N sox o O AIR LINE TO BLOWER APPROVED EQUAL FOR ALL N � N DISTRIBUTION BOX OUTLET PIPES �-9 0?g169 O� A e i Ct� '� 500 GAL. I A OWTS = £ G � '�Y / BOT 5.02 6. MDL. CEN-5 MFG. BY FUJICLEAN USA OF N� 1-00 HATCH LEGEND Z �y Z ��4I J 0 �O /� SANITARY LaEACHING POOL m e ►� V TOTAL OF (2) POOLS Copyright 2023STROMSKIanhitecture,pc.All rights �� HYDRAULIC PROFILE �� STONE RETAINING WALL , O M 300 SFSWA reserved.The Architect reserves the right tore reproduce this o SCOUR AREA `� HIGHEST EXPECTED GW EL=2.0 design in its entirety or any portion thereof.Unauthorized PLANTING/DRAINAGE BEDS C v alteration of these documents is a violation of the New York State Education Law.These drawings and specifications are POOL PATIO TTII a - -- an instrument of service and are the property of the Architect a A F F Vtiq V E-D B Y } These drawings and specifications are not to be used on any ® PROPOSED ADDITION TO STRUCTURE O GRAVEL DRIVEWAY S 47°4 2'5 2" W other project except by written permission of the Architect 10.08 �A� INAcoorso� TM � MIA" BOARD OF 'i r�USTEES PROJECT NO. 20-AR036 PROPOSED WOOD DECK EXTENSIONo ff(Wins. A o MM�� TOWN OF SO UT H O LD LAW SCALE AS NOTED DATE 8/3/202I CoC o o/SR�Ogi�phFq� S 7 5°51 '5 4" W WU A FOR SUCH USE BY TrE NEW YORK STATE DATE J C� N��r DRAWN BY TLD CHECKED BY RS 14.42 A 7'-6' TITLE 311X5" STAMP APPROVAL: AREA I SITE PLAN Scale: I' - 20'-0' 2'-0' 2'-0' 2'-0' 23'-9' TO HOUSE 18' MIN S-I PROPOSED TIERED BOULDER RETAINING WALL Proposed Site PAVERS SAND BASE FIRST R1_00R R" Plan FOR PAVER 16.6' -4-- PWL DECK El",$, 16.2' 6' RCA PAVER BASE OVER CLEAN FILL 1 I RAVEL -� GRADE SHEET _ 12.4' TIERED BOULDER RETAINING WALL UNDISTURBED OR S - 1 2 RETAINING WALL DETAIL ENGINEERED FILL Scale: 1/4' . 1'-0' S-I AT POOL PATIO 0 HO R.- s UT L�D U TE�E issued To s-r.cres � srbr,tS o�raoc,s crcrDate �a f�g11y Address 3a�s w��s ut ,�,� sou , r, ��. THIS. NOTICE MUST BE DISPLAYED DURFNEs CONSTRUCTION .TOWN TRUSTEES OFFICE,TOWN OF SOUTHOLD SOCJTWOLfl, N.Y. 1f971 TEL: 765.1892 Glenn Goldsmith,President � COGS.► Town Hall Annex A.Nicholas Krupski,Vice President < 54375 Route 25 0 Eric Sepenoski a ,s P.O.Box 1179 Liz Gillooly �y • o�� Southold,NY 11971 Elizabeth Peeples �C! �a Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report DatelTime: Completed in field by: Stromski Architecture, P.C. on behalf of STICKS & STONES OUTDOORS, LLC requests a Wetland Permit to renovate the existing two-story dwelling; demolish existing detached garage; construct a ±210sq.ft. one-story addition with roofed over front porch, and a 730sq.ft. attached two-story garage onto north side of dwelling; construct a 1,302sq.ft. seaward raised masonry patio with a 448sq.ft. pool within the patio; masonry patio to have steps down on west side, and two boulder retaining wall tiers with plantings in between each wall; existing 20'x12.6' easterly seaward deck to remain; abandon and remove existing sanitary system and install an I/A OWTS system; install basement egress stairs with drywell below; install gutters to leaders to drywells to contain stormwater runoff; install pool enclosure fencing, pool equipment area, A/C pads, generator pad, and propane tank; and install a 975sq.ft. driveway. Located: 3995 Wells Avenue, Southold. SCTM# 1000-70-4-1 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.: Present Were: G. Goldsmith N. Krupski E. Sepenoski L. Gillooly E. Peeples S `tea. +�'� -- '�.• •__-.. __ . .T.� � rT •`S ; 1 � i �r :t September 25, 2024 Behind garage—West � ... ��•'� � ill,`. .r �Y'i�S�;11��._ . -.`L.' September1 Left •- yard, South f September 1 Back of garage ----------------- ------------ September 25, 2024 Garage/driveway—east 'r R ® - #r ,?t, - - '#fsr��+a. -�. :-" s .;;....� •x;at4i '''` ',�_ �r ." `;a,�'ysy„t ='�` "may �`'' - � ,ty. ^�,•iP'tyW ��er✓r ,i �1 �1t4�^ _ �4 Ka . 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Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY 11971 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: December 16, 2024 Re: LWRP Coastal Consistency Review for STICKS & STONES OUTDOORS, LLC SCTM# 1000-70-4-1 STICKS &STONES OUTDOORS, LLC requests a Wetland Permit to renovate the existing two- story dwelling; demolish existing detached garage; construct a t210sq.ft. one-story addition with roofed over front porch, and a 730sq.ft. attached two-story garage onto north side of dwelling; construct a 1,302sq.ft. seaward raised masonry patio with a 448sq.ft. pool within the patio; masonry patio to have steps down on west side, and two boulder retaining wall tiers with plantings in between each wall; existing 20'x12.6' easterly seaward deck to remain; abandon and remove existing sanitary system and install an I/A OWTS system; install basement egress stairs with drywell below; install gutters to leaders to drywells to contain stormwater runoff; install pool enclosure fencing, pool equipment area, A/C pads, generator pad, and propane tank; and install a 975sq.ft. driveway. Located: 3995 Wells Avenue, Southold. SCTM# 1000-70-4-1 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the action is INCONSISTENT with the LWRP. 1. Require a vegetated buffer along the waterfront, excluding access path to the dock. 2. No RCA fill or mixed RCA shall be used in the project to meet Policy 6. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Honorable Lori Hulse, Attorney Slaf F or Carol Brown,Chairperson Town Hall,53095Main Rd. Lauren Standish,Secretary P.O.Box 1179 w ' Southold,NY 11971 Telephone(631)765-1889 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held on Wed., December 11, 2024 the following recommendation was made: Moved by Maggie Merrill, seconded by Shannon Wright, it was RESOLVED to NOT SUPPORT the application of STICKS & STONES OUTDOORS LLC to construct 1,302 sf. masonry patio with 448 sf. pool within the masonry patio. Existing 20'X 12'-6" wood deck to remain. Construct approx. 210 sf. addition on north side of existing dwelling. Demo existing detached garage, and construct a 730 sf. attached garage on north side of dwelling with bonus space above, and install a 975 sf. driveway. Located: 3995 Wells Ave., Southold. SCTM#70-4-1 Inspected by: Carol Brown, John Chandler, Inga Van Eysden, Maggie Merrill The CAC does Not Support the construction of a swimming pool on an embankment due to potential stormwater run-off and erosion of the bank. Vote of Council: Ayes: All Motion Carried A D 1-Dr, 1\1 :AR A F,_ '� I x : "r Air arT-hitecuire, p.c. P.O.BOX 1254 JAIvIESPORT,NY 11947 PHONE(63I)779-2832 FAX(63I)779-2833 SOTT "HOL- D 1197 -41 SITE LEGENDEr" 3995 WJ pO'1 �11C��00'S A_wV_r_rw_"N`U_ _r_T_1 10'PROPOSED IDRY GBH SCHEDULE OF ABBREVIATIONS 0`��" CLIMATIC ANGEOGRAPHIC SIN CRITERIA DOME COVER _ T D DESIGN Nj �► °. A.D. ASH DROP PROPOSED 978 e • :? = %. TOPOGRAPHIC SPECIAL WIND WINO-BORNE SEISMIC SUBJECT TO DAMAGE FROM ICE 5HIF-LD A.F.F. ABOVE FINISH FLOOR "( SGJ.FT GRAVEL ° a ;' " v 1 EXISTING TREE To GROUND WIND SPEED T WINTER DESIGN UNDERLAYMENT FLOOD BM. BEAM DESIGN TEMPERATURE HAZARDS DRIVEWAY .'��;::-Y STAY SNOW LOAD (MPH) EFFECTS REGION DEBRIS ZONE WEATHERING FROST LINE DEPTH TERMITE DECAY REQUIRED BRG. BEARING �- ' Y` : CATEGORY C.J. CEILING JOIST va` ° MODERATE SLIGHT TO C.F.M. CUBIC FEET PER MINUTE ` LINE OF GRADING AND TEST HOLE ��-* 25 130 YES YES 1 B SEVERE 36 TO HEAVY MODERATE I5 YES N/A GLDS CLOSET LOCATION: ELEV 15.3 GROUND DISTURBANCE A5 0 � PROPOSED C.D. CLEAN OUT REQUESTED PER NYSDEC .piR�' WIN * � GINKO TREE CON. CONCRETE C.M. CARBON MONOXIDE DETECTOR vN� a °. TABLE OF CONTENTS FLOOR AREAS EX15TING PROPOSED ADDITION DIAL PRESCRIPTIVE DESIGN METHODS CSMT. CASEMENT \ �� _ ° PROPOSED 130 MPH WIND ZONES C.T. CERAMIC TILE \ LE TREE ,Op Ln Q MAPLE TREE PROPOSED INFORMATION FIRST FLOOR SQUARE FOOTAGE 1487 SOFT. 321 SOFT. D. DRYER TULIP TREE COVER PROJECT , 1,808 SOFT. D.H. DOUBLE HUNG �.- INFORMATION TAKEN FROM WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO - A-I - FOUNDATION PLAN SECOND FLOOR SQUARE FOOTAGE - 64O SOFT'. 217 SOFT. 857 SOFT. DIA. DIAMETER �. ' LOCATION A-2 FIRST FLOOR PLAN TOTAL LIVING AREA 2,177 SOFT-. 53B SOFT. 2,665 SOFT. FAMILY DWELLINGS (2015 EDITION) D.J. DECK JOIST fpo� WATER LINE C-, 4 p �` 3 0 "= O PROPOSED Proposed A E - SOFT. 62o SOFT. 620 SQFT. IN. DOWN ,.-- 2 ,, dditon Alteration - ATTACHED GARAGE =��:.'-�� ND FLOOR PLAN TT u11 A-3 SECOND F `''"' CAN BE FOUND ON SHEETS Es-""� ° t PATIOS - 335 SQFT. 1225 SOFT. 1560 SOFT. ALL TABLES, FIGURES, AND SECTIONS REFERRED TO BELOW DW. DISHWASHER vnR ,✓ u � p LINE OF GRADING AND "` '°e MAPLE TREE s A-4 - ROOF PLAN PORCHES, DECKS P T r r IN AND W-2. vial; `vbl For: A-5 - PROPOSED SECTIONS RETAINING WALLS - F.A.I. FRESH A!R INTAKE o co.. :> / >;,:: 1 Q GROUND DISTURBANCE As A-6 - PROP05ED ELEVATIONS F.D. FLOOR DRAIN - P O '.:£:": REQUESTED PER NYSDEC 5-1 - PROPOSED SITE PLAN I. FLOOR AND ROD' DIAPHRAGM BRACING REQUIRED. PERPENDICULAR BLOCKING AT 4'-O' FDN. FOUNDATION '' t - . =' s "' INTERVALS MATCHED WITH 5UBFLOOR EDGES MUST BE PROVIDED WITHIN THE LAST TWO F.J. FLOOR J015T \ / IX h PROPOSED ABOVE J '`'` PROPOSED W-I - DETAIL WALL SECTION AND ELEVA"nON ( ) T °I GROUND PROPANE TANK ?'#'`"�" \7V-e11s Ave W-2 - TABLES, SCHEDULES AND DIAGRAMS BAYS OF FLOOR AND ROOF DECK SHEET W-1 DRAWING 3. FP.S.C. FIREPROOF, 5ELF-CL051NG t TANK = - ° SWEET GUM MAPLE FTG. FOOTING EXISTING SANITARY A ~' LINE OF EXISTING 2. UPLIFT CONNECTIONS REQUIRED AT EACH RAFTER, JOIST, AND STUD CONNECTIONS. FXD. FIXED SYSTEM TO BE T ^� DETACHED GARAGE TREE PROVIDE 1-1/4' X 20 GAUGE METAL STRAP FASTENED AS PER 5NEU W-1 TABLE 3.4 AND GALV. GALVANIZED ABANDONED AND �° / EX. TO BE DE 10LI514ED Residence DRAWINGS ON SHEET W-2. GL. GLASS REMOVED IN ` 1 „��_PROPOSED FUTURE X EXISTING REE EMOVED BE H.B. HOSE BIBB ACCORDANCE WITH J GENERATCR LOCATION DESIGN LOADS 3. LATERAL AND SHEAR FRAMING CONNECTIONS MUST BE IN ACCORDANCE WITH THE H.C. HANDICAPPED SCIONS STANDARDS NAILING SCHEDULES OF SHEET W-1 TABLE 3AA, 3AA. HDR. HEADER LINE OF GRADING AND t PROPOSED ATTACHED Q OUTLINE OF PROPOSED 2 A/C UNITS PROPOSED FENCE USE LIVE LOAD ILB/SOFT.] DEAD LOAD ELB/SQFT.] 4. HOLDDOWN ANCHORS TO BE PROVIDED AT THE CORNERS AS PER FOUNDATION PLAN K.5, KIITTCH4EN SINK METAL GROUND DISTURBANCE AS GARAGE ADDITION REQUESTED PER NYSDEC �,�. � LP1 SHEET A-2 AND SHEET W-1 DRAWING 2. ANCHOR BOLTS ARE EMBEDDED IN THE LAV. LAVATORY \ �x5 OFFSET5 FROM E X;E EXTERIOR BALCONIES 60 10 FOUNDATION AND BROUG14T UP THROUGH THE SILL PLATE. L.G. LINEN CLOSET \� 5� LP2 %d w 'n OF TIDAL WETLANID5 DECKS 40 10 MECH. MEC14ANICCAL 5. ROOF, WALL AND FLOOR SHEATHING FASTENING SCHEDULES ARE PROVIDED ON SHEET MIN. MINIMUM PASSENGER VEHICLE GARAGES 50 10 W-1 TABLE 3.1. MAX. MAXIMUM ` CO goo �72 o yy�� - . MOULDING ATTICS WITHOUT STORAGE 10 10 6. ROOF CLADDING AND WALL CLADDING TO BE FASTENED AS PER MANUFACTURER'S M0 MA50NRY OPENING 0 SPECIFICATIONS. N.I.C. NOT IN CONTACT PROPOSED SANITARY �5• V56 O ATTICS WITH STORAGE t0EMER -8 CONTROL PANEL ND ROOMS OTHER THAN SLEEPING ROOMS 40 10 7. RIDGE STRAPS ARE TO BE PROVIDED WHEN COLLAR TIES ARE NOT PLACID WITHIN THE O.C. OVERHEAD SYSTEM VENT \. �" � � -BLOWER 5100 ��aµE �' 3995 Wells Ave UPPER 1/3 OF THE ROOF FRAMING. STRAPS TO BE FASTENED AS PER TABLE 3A ON SHEET Z SLEEPING ROOMS 30 10 W-2. RR.G. POUF CONCRETE PROPOSED 48' �f 1 123 PROL'05ID 48' HIGH FENCE Southold, New York STAIRS 40 10 RAD. RADIUS / HIGH FENCE BASEMENT EGRESS STAIR w 100' OFFSET LINE OF EDGE 8. ALL STRAPPING CAN BE INSTALLED OVER SWEATING ONLY IF THE FASTENERS IDENTIFIED REF. REFRIGERATOR v „ga6n --W/ DRYWALL BELOW o TIDAL WETLANDS AS PER S.C.T.M.# 1000-70-4-I GUARDRAILS AND HANDRAILS 200 10 IN THE NAILING SCHEDULES ON SHEET W-2 ARE INCREASED IN SIZE AND LENGTH BY THE REINF. REINFORCED GUARDRAILS IN-FILL COMPONENTS 50 10 WIDTH OF THE SWEATING SUBSTRATE BEING USED. R.F. RESILIENT FLOORING TOWN OF SOUTDOLD PROPOSED p �` NG TRUSTEES JURISDICTION REVISIONS R.R. ROOF RAFTER 40 10 vtaoD 07-03-2022 Site Plan updated dated with I.A. S.D. SMOKE DETECTOR MAPLE TREE �GN $r,• PROPOSED 48' HIGH FENCE FIRE ESCAPES 5H. t PL. SHELF t POLE � PROPOSED \ P°D• �• to� ALONG PROPERTY LINE O p R q�' PROPOSED 85 50 f7 System to be within SCDHS Standards SWWR. SHOWER �w�' ELECTRICAL METER f ;; SQFT. SQUARE FEET ` PROPOSED PROPOSED POOL r;;s; ? `?-, WOOD DECK EXTENSION bI-IS-2023 Site Plan updated as per f" O NYSDEC Comments TtG TONGUE t GROVE �CONCRETE PAD FOR 14'-0' X 32'-0' :f";"y PROP05ED 38'-2' X 23'-9' T.C. TERRA COTA POOL EQUIPMENT \ ' ,,' MASONRY POOL DECK (161' F.F.E) y 04--27-2b23 Site Flan updated as per TEMP. TEMPERED GLASS " y;",, h "`a"' O SCIONS Comments T.O. TRIM OPENING �" -PROPOSED STEPS TO GRADE i .. �+ APPROX. 65 SQ.FT (VERIFY IN FIELD) 06-09-2023 Information added as per TABLE R402.4.1.1 TYP. TYPICAL �� PRO. ��:` ""�--75' OFFSET LINE OF EDGE ®Administrative Amendment for Trustees AIR BARRIER AND INSULATION INSTALLATION GENERAL NOTES: V.I.F. ER IN FIELD PROPOSED YY�• `��,`; R� �`'"' TIDAL WETLANDS g O 06-I4-2023 Site Plan updated. W.C. WATER CL05ET DRYWFJJ_ FOR '` PROPOSED 46' HIGH FENCE Resubmission to Town Trustees ._P ._ �K !`� �'r- PLANTING BED WITHIN RETAIN WALL 6 09-0I-2023 Revised Building Set I. ALL CONSTRUCTION SHALL CONFORM TO ALL NEW YORK STATE, COUNTY WD• WOOD ��` �.--- COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA AND LOCAL BUILDING, ZONING AND ENERGY CODES, AND ALL SUCH CODES W.F. WATER FOUNTAIN PROPOSED �j� , �,`� (SEE RETAINING WALL DETAIL) 3 O SHALL SUPERSEDE TI4ESE DRAWINGS. W.H. WATER HEATER MASONRY STAIR , . ��'( O W.I. WALK-IN l+ TO GRADE � yG o 7 IO-OI-2023 Revised Building Set 1 W.W.F. WELDED WIRE FABRIC BOULDER OONO • A C(N'i'INlJOLUS AIR BARRIER SHALL BE INSTALLED , '• PROPOSED TULIP TREE 2. ALL PLUMBING AND ELECTRICAL WORK SHALL CONFORM TO ALL STATE � IN THE BUILDING ENVELOPE. AND LOCAL CODES AND SHALL BE INSPECTED AND APPROVED AS REQUIRED. RETAINING WALL oo Ra THE EXTERIOR THERMAL ENVELOPE CONTAINS A AR-PERMEABLE INSULATION SHALL NOT BE USED ( t°e£ TO BE HAND DUG i g 09-09-202�Revised Permit Set TIER e0 ' GENERAL REQUIREMENTS CONTINUOUS AIR BARRIER. AS A SEALING MATERIAL. 3. THE ARCHITECT'S APPROVAL APPLIES ONLY TO THIS PLAN'S STRUCTURAL PROPOSED 40 �o LINE OF GRADING AND �11 91 j O BREAKS OR JOINTS IN THE AIR BARRIER SHALL CONFORMANCE WITH THE NEW PORK STATE BUILDING CONSTRUCTION CODE. Y //` HIGH FENCE ` GROUND DISTURBANCE AS 4 i THE CONTRACTOR 15 TO VERIFY ALL CONDITIONS AND DIMENSIONS BEFORE ,� !`D BE .SEALED. STARTING CONSTRUCTION AND SHALL BE RESPONSIBLE FOR SAME. >` ALONG REQUESTED PER NYSDEC RETAINING WALL THE AIR BARRIER IN ANY DROPPED V CEILING/5OFFIT SHALL BE ALIGNED WITH THE 4. ALL FOOTINGS SHALL BEAR ON UNDISTURBED 501L, I TON psf CAPACITY � PROPOSED q �. CEILING/ATTIC INSULATION AND ANY GAPS IN THE AIR BARRIER 59ALL BE ALIGNED WITH THE AIR BARRIER. GINKGO HAND TREE THE INSULATION IN ANY DROPPED CEILING/SOFFIT MINIMUM. SHALL BE SEALED. ACG:ESS OPENINGS DROP DOWN STAIRS OR KNEE 5. ALL CONCRETE SHALL BE 3000 psi AT 28 DAYS MINIMUM. EXPOSED SLABS os Pp O ' AND GARAGE SLABS SHALL BE 3500 psi AT 28 DAYS MINIMUM 75' OFFSET LINE OF "==~° WALL DOORS TO UNCONDITIONED ATTIC SPACE a V C 5HdJ_L BE SEALED. EDGE TIDAL WETLANDS � � of To��•c 6. ALL STRUCTURAL LUMBER TO BE DOUGLAS FIR LARCH, NO. 2 OR BETTER. PROPOSED Oct 'G CAVITIES WITHIN CORNERS AND HEADERS OR E.11600,000 psi AND fb- EQUIVALENT TO MEMBER SIZE. ALL GLU LAM BEAMS SURVEY INFORMATION PROVIDED BY: FRAME WALLS 59ALL BE INSULATED BY TO HAVE AN E■1,880,000 psi AND AN fb=2,400 p51. ALL LAMINATED VENEER NATN TAFT CORWIN III GINKGO TREE wµ T14E JUNCTION OF THE FOUNDATION AND SILL COMPLETELY FILLING THE CAVITY WITH A LUMBER HEADERS AND BEAMS TO HAVE AN E=1,900,000 psi AND AN A4,600 LAND SURVEYOR TO BE HAND DUG OF t'1RF �X WALLS MATERIAL HAVING A THERMAL RESISTANCE OF R-3 i. ALL PARTICLE STRAND BEAMS TO HAVE AN E-2 000 000 i AND AN E P O PLATE SHALL BE SEALED. Pg r r Ps ED° v► THE JUNCTION OF THE TOP PLATE AND THE TOP PER INCH MINIMUM. fb-2,900 psi. (631)727-2090 EXISTING OF EXTERIOR WALLS SHALL BE SEALED. EXTERIOR THERMAL ENVELOPE INSULATION FOR 1586 MAIN ROAD LOCUST TO STAY ° KNEE WALLS SHALL BE SEALED. FRAMED WALLS SHALL BE INSTALLED IN 7. DOUBLE ALL J015T5 AROUND OPENINGS AND UNDER ALL PARTITIONS JAMESPORT NY 11941 SUBSTANTIAL CONTRACT AND CONTINUOUS RUNNING PARALLEL TO THE DIRECTION OF THE JOISTS, OR AS INDICATED ON SURVERY DATED: DECEMBER 12 2022 ALIGNMENT WIl1•I THE AIR BARRIER. PLANS. t3t9 ,•;,,. ��y'S � �� O THE SPACE BETWEEN WINDOWIDOOR JAMBS AND 8. ALL. HEADERS OVER DOORS AND WINDOWS SHALL BE 2-2'XIO' @ 4' WALLS CP AND DOORS LIGHTS FRAMING, AND SKYLIGHT'S AND FRAMING SHALL AND 3-2'XIO' @ 6' WALLS OR AS DESIGNATED ON THE PLANS. ALL SURROUNDING PROPERTIES r3 ^_=� ` 6j1��'�;� � � SEAL BE ;5EALED. WITHIN 150' ARE ON PUBLIC WATER. ''• •�A.Ys��.;: 9. PROVIDE 36' HIGH RAILINGS WHENEVER DECKS OR STOOPS EXCEED 30' RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER. RIM JOISTS 5WALL BE INSULATED. ABOVE GRADE. RAILING SHALL BE BUILT 50 AS NOT TO ALLOW THE PASSAGE NO WELLS ARE BEING USED FORA EXISTING =`Y`'' t!] FLOOR FRAMING CAVITY INSULATION SHALL BE OF A 4' SPHERE THROUGH ANY OPENING. RESIDENTIAL WATER SOURCE. MAPLE TO STAY ; ':.,. °' INSTALLED TO MAINTAIN PERMANENT CONTRACT 10. PROVIDE DIRECT WIRED SMOKE DETECTORS IN AND ADJACENT TO ALL z W, PILING-.*v � 0 SrR4'�s� WITH THE UNDERSIDE OF 5UBFLOOR DECKING, OR SLEEPING AREAS. PROVIDE CARBON MONOXIDE DETECTORS AS PER LOCAL �! �.rl FLOORS (INCLUDING FLOOR FRAMING CAVITY INSULATION 5HALL BE REGULATIONS. ABOVE GARAGE AND THE AIR BARRIER SHALL BE INSTALLED AT ANY PERMITTED TO BE IN CONTACT WITH THE TOP CANTILEVERED FLOORS) EXPOSED EDGE OF INSULATION. SIDE OF SWEATHING, OR CONTINUOUS INSULATION 11. PROVIDE 5/8' TYPE 'X' GYPSUM BOARD AT CEILING ABOVE HEAT UNIT AND W - INSTALLED ON THE UNDERSIDE OF FLOOR FRAMING AT GARAGE AS REQUIRED. AND EXTENDS FROM THE BOTTOM TO THE TOP OF J a�916° Q ALL PERIMETER FLOOR FRAMING MEMBERS. 12. WRITTEN DIMENSIONS TAKE PRECEDENT OVER SCALE. � �-PIUNG ° EXPOSED EARTHI UNV TED CRAWL SPACES WHERE PROVIDED INSTEAD OF FLOOR INSULATION, 13. ALL 'USP' HANGERS TO BE ATTACHED WITH MANUFACTURER SPECIFIED CRAWL SPACE WALLS SHALL BE COVERED WITH CLA55 I VAPOR INSULATION SHAM BE PERMANENTLY ATTACHED FASTENERS. PROVIDE APPROPRIATE COATED HANGERS WHEN USED IN � ' � N� RETARDER WITH OVERLAPPING JOINTS TAPED. TO THE CRAWLSPACE WALLS. CONNECTION WITH TREATED MATERIAL. GINKGO TREE TO BE HAND DUG DUCT SHAFTS, UTILITY PENETRATIONS, AND FLUE WOOD DOCK lUNG Copyright 2023 STROMSKI architecture, c.All rights 14. PROVIDE CONTINUOUS fIRESTOP A7 ALL CONCEALED SPACES IN WALLS AND o�'Rerre g SHAFTS, PENETRATIONS SHAFTS OPENING TO EXTERIOR OR UNCONDITIONED BETWEEN FLOOR SPACES AT BEARING PARTITIONS TO LIMIT DIMENSIONS OF 24. IF DURING THE DEMOLITION PHASE OR COURSE OF CONSTRUCTION A o YdooO p reserved.The Architect reserves the right to reproduce this SPACE SHALL BE SEALED. , ,- ° SITUATION 15 ENCOUNTERED WHICH COULD NOT BE DETERMINED PRIOR TO WALK design in its entirety or any portion thereof.Unauthorized CONCEALED SPACES TO 10'-0` VERTICALLY # 10'-0' HORIZONTALLY AS CONSTRUCTION START THEN THE CONTRACTOR SHALL NOTIFY THE ARCHITECT 42'0 alteration of these documents is a violation of the New York BATTS IN NARROW CAVITIES 5HALL BE CUT TO DESCRIBED IN NYS RESIDENTIAL CODE SECTIONS R602.8 AND R502J2' FOR AN INSPECTION AND CHANGE IN CONSTRUCTION RUCTION DETERMINATION. � State Education Law.These drawings and specifications are FIT OR NARROW CAVITIES SHALL BE n an instrument of service and are the property of the Architect. NARROW CAVITIES r 15. ALL ITEMS NOT SPECIFICALLY LISTED AS BEING RETAINED FOR RE-USE '�/�, These drawings and specifications are not to be used on any PERMANENTLY ATTACHED TO THE GRAWLSPACE 25. THESE DRAWINGS AND SPECIFICATIONS HAVE BEEN PREPARED BY OR �(ytl other project,except b written permission of the Architect. ARE TO BE REMOVED FROM THE PREMISES. r PIUNG P 1 m Y WALLS. UNDER IIaE DIRECTION OF THE UNDERSIGNED AND TO THE BEST OF THE � UNDERSIGNED'S KNOWLEDGE, INFORMATION AND BELIEF MEET THE 11,, 0 Lp AIR SEALING SHALL BE PROVIDED BETWEEN 16. ALL ITEMS LISTED AS BEING RETAINED FOR RE-U5E ARE TO BE REMOVED a tLXds O o o 0 PROJF_C.T NO. 20-AR036 GARAGE SEPARATION REQUIREMENTS OF THE NEW YORK STATE ENERGY CONSERVATION CODE. GARAGE AND CONDITIONED SPACES. IN SUCH A WAY AS NOT TO DAMAGE OR OTHERWISE RENDER T14E ITEM PN UNUSABLE. ALL ITEMS ARE TO BE STORED AS DIRECTED BY THE OWNER AND 13 h� SCALE 1/4"=1'-0" DATF 8/3/202I RECESSED LIGHT FIXTURES INSTALLED IN TILE RECESSED LIGHT FIXTURES INSTALLED IN THE PROTECTED FROM DAMAGE BY WEATHER AND/OR CONSTRUCTION. 26• ALL FLITCH BEAMS TO BE THRU BOLTED WITH TWO ROWS OF 3/4" DIA. � � � � ,� l RECESSED LIGHTING BUILDING THERMAL ENVELOPE SHALL BE SEALED BUILDING THERMAL ENVELOPE SHALL BE AIR BOLTS @ 24' O.C. (HORIZ.) STAGGERED TOP AND BOTTOM, CENTERLINE OF O � Y �/ DRAWN BY TLD Cl PECKED BY RS TO THE DRYWALL. TIGHT AND IC RATED. 17. THE CONTRACTOR SHALL REVIEW THE ENTIRE PROJECT AND SHALL BRING BOLTS 2' IN FROM TOP AND BOTTOM OF BEAM. yr � .1 V I ANY DISCREPANCIES TO THE ATTENTION OF THE OWNER AND ARCHITECT �o -0 BATT INSULATION SHALL BE CUT NEATLY TO FIT PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL ASSUME 27. "TRUSJDlST' 'SILENT fL00R° SYSTEM TO BE INSTALLED IN STRICT k TITLE AROUND WIRING AND PLUMBING IN EXTERIOR RESPONSIBILITY FOR FIELD CHANGES WHICH VARY FROM THE CONSTRUCTION CONFORMANCE TO MANUFACTURER'S SPECIFICATIONS. ALL JOIST HANGERS ' o\�P�� 0 �r p 3 0 202,4 PLUMBING AND WIRING WALLS, OR INSULATION THAT ON INSTALLATION DRAWINGS WHEN WRITTEN PERMISSION FROM THE ARCHITECT HAS NOT BEEN SHALL BE COMPATABL.E TO JOISTS, CONTRACTOR TO OBTAIN JOIST LAYOUT -. READILY CONFORMS TO AVAILABLE SPACE SHALL. OBTAINED. FROM 'TRUSJOST' PRIOR TO START OF CONSTRUCTION. 1 � � SCOUR AREA `� C? e� Soutfiold To►am EXTEND BEHIND PIPING AND WIRING. THE AIR BARRIER INSTALLED AT EXTERIOR WALLS 18. CONTRACTOR TO PROVIDE ADEQUATE BRACING AND SUPPORT TO INSURE 28. IF ANOTHER ENGINEERED JOIST MANUFACTURER 15 USED. THE COMPANY W � Ba�rcl ofTrus�ee�U EXTERIOLR WALLS ADJACENT TO SHOWERS AND THE STRUCTURAL INTEGRITY OF THE EXISTING STRUCTURE DURING MUST INSURE THAT THEIR PRODUCT MEETS OR EXCEEDS THE DESIGN Foundation SHOWER/TUB ON ADJACENT TO SHOWERS AND TUBS SHALL CONSTRUCTION. CRITERIA'S USED BY 'TRUSJOIST'. CONTRACTOR TO OBTAIN JOIST LAYOUT p TUBS SHALL BE INSULATED. EXTERIOR WALL SEPARATE THEM FROM THE SHOWERS AND TUBS. FROM THE MANUFACTURER PRIOR TO START OF CONSTRUCTION. S 47°42'52" W Plan 19. THE CONlTPACTOR SHALL PROVIDE A CONSTRUCTION FENCE TO PROTECT ±!- THE AIR BARRIER SHALL BE INSTALLED BEHIND THE AREA OF EXCAVATION AND CONSTRUCTION. 29. ALL ITEMS ARE TO BE STORED AS DIRECTED BY THE OWNER AND ��' 1 0.0 ELECTRICAL/PHONE BOX ELBI'TRICAL OR COMMUNICATION BOXES OR PROTECTED FROM DAMAGE BY WEATHER AND/OR CONSTRUCTION. Co µD- � �ti oQ HATCH LEGEND: ON EXTERIOR WALLS AIR-SEALED BOXES SHALL BE INSTALLED. WEATHER Ir CONTRACTOR E,ST�SHALL AIRFDAES�OFAE CAUC7ION TO PREVENT 30. ALL MATERIALS TO BE REMOVED FROM THE PREMISES ARE TO BE ��"R� , S 75651 '54 " W HVAC REGISTER BOOTS THAT PENETRATE CLOSE-OFF NON-CONSTRUCTION AREAS FROM DUST WITH PLASTIC TARPS. DISPOSED OF IN ACCORDANCE WITH THE REQUIREMENTS OF THE MUNICIPALITf 14.42.' STONE RETAINING WALL. NVAC REGISTER BOOTS BUILDING THERMAL ENVELOPE SHALL BE SEALED IN WHICH THE PROJECT 15 LOCATED. P TO'THE SUBFLOOR OR DRYWALL. 21. PRIOR TO START OF CONSTRUCTION, THE OWNER AND CONTRACTOR SHALL 1 k Y��.' PLANTING/DRAINAGE BEDS DECIDE ON AN ACCESS PONT TO THE SITE AND WHERE ON THE SITE TO 31. IF DURING THE COURSE OF CONSTRUCTION A SITUATION IS ENCOUNTERED POOL PATIO SHEET WHEN REQUIRED TO BE SEALED, CONCEALED FIRE STORE MATERIALS. THE CONTRACTOR SHALL REPAIR ANY DAMAGE TO THE WHICH GOULD NOT BE DETERMINED PRIOR TO CONSTRUCTION START THEN THE SPRINKLERS SMALL ONLY BE SEALED IN A SITE DUE TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ARCHITECT FOR AN INSPECTION AND CHANGE , PROP05ED ADDITION TO STRUCTURE MANNER THAT 15 RECOMMENDED BY THE IN CONSTRUCTION DETERMINATION. CONCEALED SPRINKLERS MANUFACTURER. CALKING OR OTHER ADHESIVE 22. THE PLUMBING CONTRACTOR 15 TO LOCATE AND DISCONNECT ALL SUPPLY a GRAVEL DRIVEWAY SEALANTS SHALL NOT BE USED TO FILL VOIDS AND WASTE LINES AFFECTED BY CONSTRUCTION IN SUCH A WAY AS TO 32. CONTRACTOR OR OWNER IF ACTING AS CONTRACTOR SHALL CALL - A _ BETWEEN FIRE SPRINKLER COVER PLATES AND MAINTAIN SERVICE THROUGHOUT T14E REST OF THE HOUSE. FOR A MARK OUT OF ALL UTILITIES PRIOR TO ANY EXCAVATION. � CJ�� PLAN Scale, 1/4' � i'-0' ® PROPOSED WOOD DECK EXTENI5ICN WALLS OR CEILINGS. THE (UTILITY CALL CENTER - CALL BEFORE YOU DIG) NUMBER IS 23. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND/OR I-800-272-4480. ADVANCE NOTICE OF 2 TO 10 DAYS MAY BE NECESSARY. A-I PROPOSED RELOCATION OF ELECTRICAL WIRING AND FIXTURES AS REQUIRED. r ° 9 {`IT i% "k, TYPICAL CORNER HOLDDOWN DETAIL: SYMBOL LEGEND: WALL LEGEND: "1 SINGLE AND MULTI-STATION SMOKE ALARM TO BE EX15TING WALL. TO REMAIN OUTSIDE CORNER CONDITION £��t S.D. INTERCONNECTED AND HARDWIRED ----- � '� EXISTING WALL TO BE REMOVED ® NEW 2" X 4' WOOD FRAME WALL architecture, p,c, CARBON MONOXIDE DETECTORS SHALL BE INSTALLED ® NEW 2' X 6' WOOD FRAME WALL CM AS MANUFACTURER'S SPECIFICATIONS AND HARD LOAD BEARING WALLS P.O.BOX 1254 JAMLSPORT NY 11947 _, .. NEW P.C. CONCRETE WALL 3 PHONE(63I)779-2832 FAX(63I)779-2833 F? WINDOW DESIGNATION (SEE WINDOW SCHEDULE) FIRE BRICK I ' I STANDARD BRICK O DOOR DE5IGNATION (SEE DOOR SCHEDULE) DROPPED MASONRY BASEMENT DER Wnf INSIDE CORNER CONDITION 51STER 7 Y' MICROLAM LVL ON EACH SIDE OF EXISTING BASEMENT GIRDER FROM EX15TING COLUMN, AND PAST NEW COLUMN EXTENDING TO WOOD PRIED BASEMENT CLI SECTION MARK (DWG#/SHEET) FRAMED P05T IN STAIR WALL. LVL TO BE THROUGH WALK OUT STAIR BOLTED @ 32' 0/G WITH CARRIAGE BOLTS. DETAIL SECTION MARK (DWG#/SHEET) DETAIL DRAWING MARK (DWG#/SHEET) m 4' Iq'-7' 6' 3'-0' 6" 12'-I' 4' ES: r I ADJUST LOCATION OF CORNER NOLDDOWN TO ALIGN WITH i.: CENTER LINE OF EXTERIOR WALL ABOVE " ' EXISTING STAIR TO REMAIN SAW CUT EXISTING Proposed Additon/Alteration FOUNDATION WALL FOR NEW For: Cn in CASEMENT WINDOW. FRAME , IN ROUGH OPENING WITH WOOD POST TIGHT TO PRESSURE TREATED UNDERSIDE DROP GIRDER. MATERIAL WITHIN CONCRETE \ / Y Y e11S Ave PROVIDE TREATED MATERIAL IN is CUT OPENING. \ / I 10-1 CONTACT WITH CONCRETE. PITCH SLAB TO TRENCH DRAIN © / I ':. T-1 " l0'-5" 5'-6" 6'-5' 6'-u' I I FOUNDATION CONSTRUCTION FOOTING SCHEDULE eSldence PROPOSED TYP. I I (2) 2' X 6' ACQ SILL PLATE WITH 51LL SEAL WALL FOOTING SUNROOM SLAB u Cl� UMNS W/ 4V'x4,Y I .�. I COP-R-TEX' TERMITE SHIELD H'W'H 'ao r — — TOP PLATE �a 5/8' ANCHOR BOLTS @ 36' ON CENTER MAX, AT EACH 51DE OF EVERY SYMBOL SIZE REBAR REQUIREMENTS EXISTING = LKI X 7YZ MIC�20LAM LYL_ F_2 X ( I OPENING, WITHIN 6' TO 12" OF THE END OF EACH PLATE, AND WITHIN 12' N/A B'x16' (2) #5 REBAR CONTINUOUS OF EA CORNER. -- - - '-R�p°-MI M CVC -- - -- lII- __ �_��JJ -- -- V ( I PROVIDE HOLDDOWN AS PER SHEETS W-1 AND W-2 COLUMN FOOTING L — J I — _J 60' TR iG RAIN PIPED TO 60 I I 8" POURED CONCRETE FOUNDATION WALLS SIZE REBAR REQUIREMENTS GALLON FLO-WELL BELOW. d B I y I 8' X 161 POURED CONCRETE WALL FOOTING (WITH KEY WAY JOINT) SUPPORT INT LOAD ON SEE BASEMENT GIRDER NOTE NEW COLUMN (18,000# CAPACITY) � I .r; I PROVIDE (2)#5 REBAR CONTINUOUS IN ALL 8'xl6' FOOTINGS F-1 24'x24' NOT REQUIRED ` 2'xl0' FLOOR JOIST EXISTING F NDATION WALL W/8'x8"xy,�" TOP PLATE TO PROVIDE (3)#5 REBAR CONTINUOUS IN ALL 12'x24' FOOTINGS F-2 30"x30" (3) 95 REBAR EACH WAY @ 16' ON CENTER ABOVE. POS ABOVE TO BE SUPPORT POINT LOAD ABOVE. my" \\ I I 3-I/2' DIAMETER (STANDARD WEIGHT) STEEL COLUMN WITH 1/4' TOP AND DECK PIERS SOLID BLOCKED IN FLOOR CAVITY POST ABOVE TO BE SOLID SAW CUT EXISTING �''++ BASE PLATES TO TRANS DOWN TO EXISTING BLACKED IN FLOOR CAVITY TO FOUNDATION WALL FOR NEW — — — — : I 24' X 24' X 12' DEEP POURED CONCRETE COLUMN FOOTING SIZE REBAR REQUIREMENTS ADD 8'xs'xY" BEARING Tom' DOOR. FRAME IN ROtK,H I P-1 12 DIA. NOT REQUIRED 3995 Wells Ave WALL. TRANSFER DOWN TO NEW -�. 4" POURED CONCRETE FLOOR SLAB PLATE OPENING WITH PRESSURE ::' r ° I I ' POURED FOOTING. TREATED MATERIAL WITHIN — — — — ANDERSEN BASEMENT WINDOW � DAMPROOF FOUNDATION BELOW GRADE P-2 18 DIA. NOT REQUIRED b do CONCRETE CUT OPENING. PROVIDE BOX BEAM TO 5ILL PLATE CONNECTORS AS PER SHEET W-2 Southold, New York FULL BASEMENT `~ DRILL 4 GROUT #5 REBAR @ 4'-l0' �' S.C.T.M.# I000-70-4-I TO BE FINISHED 12' VERTICALLY ON CENTER REVISIONS � -"o OI System 03-2022 to be wit te Plan SCDHS S'tted ana I.A. MID ACCESS DOOR OR SAW CUT EXISTING P IEL TO CRAWL SPACE. FOUNDATION WALL AND NYSD2 C Site e an up ated as per 2' NYSDEC Comments LEAVE A 24'x24' ACCESS -DILL GROUT >� REBAR ;r TO NEW CRAWL SPACE. O 09•-2HS Co Site Plan updated as per SCDHS Comments POOL PATIO Information23 er 12' VERTICALLY ON CENTER POOL WALL BRACING ®Adm9 20arive Amendmentfor dTrustees 06-I4-2023 Site Plan updated. :.• ( 14 GAUGE GALVANIZED 14 GAUGE GALVANIZED S j 1 Resubmission to Town Trustees DRILL 4 GROUT #5 STEEL WALL PANEL STEEL WALL PANEL EXISTING BILCO DOOR TO I 1 ( I REBAR @ 12' ,O 09-0I-2023 Revised Building Set BE REMOVED AND I I I VERTICALLY ON ^^ i FOUNDATION WALL TO BE I }-t( �+ I :' II CENTER j 07.10-01-2023 Revised Building Set FILLED IN. 81e `• b-1 8 1 10'-il" 8' 15-0 - 8 ;O i l r i r r _ 8 09-09-2024 Revised Permit Set :� � o 2'x8' DOUG FIR FLOOR J015T 16° 0/C ( 2'-0' 2'-0' 1 CRAWL SPACE CRAWL SPACE O �, -' " I X EXISTING PROPOSED I - CRAWL SPACE POURED 4' RAT SLAB ( `. O i PROPOSED POOL WALL DETAILS SwIe: 1/4' 01'-0' PROPOSES `• I I ( POURED 4' RAT SLAB N EXISTING 2'x8' FLOOR JOIST IF 16, O/C I ': I O DILL 4 GROUT #5 REBAR F I ?.:. L 12' VERTICALLY ON CENTER — — — — — — — I — — — — — — 1 - - - - - ), O r I I I •1 i•J I I DI � ttS C I - - - - - - - - - -- LL ROUT REBAR- G O I r I I I ON C I I 2 V TCALLY TER du I O ..•p p G •P, 'Q' ,.Q:. :© © ::o,• :•.o :o' 'd . _..cam,• •o •.o a o o o •;; I I I � s' I9'-9' 3'-3" 8'-4' I ¢ _N IV-8' p t. r x ' 1 r i. O I IA I 2 D . i IA IA 2 D J 12D c> S N I •;..•> v SEAL I � x8 ACQ GI RDER RDER ( n -- --- -- _ y :I l S 1 — J LAB GARAGE 4 I .t, I I PROPOSED :: ----------------- POURED 6' GARAGE SLAB PITCHED TO DOOR P 1:12 I I a�-------------0� 1 r 11 p1 r I 1 r :a'. : :•S Y y, 3 r r: +: :} 7 3 6 1 - - - - - - - - - - - - - - - - s - - � - - - - - - - -- - - - - — - - . :. v I 10' POURED CONCRETE POOL T FOUNDATION WALL i I I I I I OF N�. I �-O' I 'O I Copyright 2023 STROMSKI architecture,p.c.All rights reserved.The Architect reserves the right to reproduce this design in its entirety or any portion thereof.Unauthorized alteration of these documents is a violation of the New York State Education Law.These drawings and specifications are POOL PATIO AREA I These drawings and specifications are not to be used on any -st an instrument of service and are the property of the Architect. SEE SITE I r other project,except by written permission of the Architect, - -,- - - - - - - - - - - - - - - - - - - - - - - - - - - - -I.� co - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- I I PF20JF_CTNO. 20-At2036 SCALE 1/4"=1'-0" DATE 8/3/202I .' I I '•• I DRAWN BY TLD CIIECKED BY RS 2'-2' 9'-4' M.O. 1'-4' 9'-4" M.O. 2'-21 24'-4' TITLE D DECK - - - - - - - - - - - - - - -`- - - - - - - -' —L +- - - - - -- - - - - - - - - - - - - - - - - - - - - - - y Foundation 37'-8' Plan 3 ,1 SHEET L S F P 0 2024 >I FOUNDATION PLAN Scalet 114" = 1'-0' ® _. A-I • 2 PROPOSED POOL PLAN 5u,Iet 1/4' . 1'-0' EQard of T ,',rrc A-1 WALL CONSTRUCTION , HARDIE BOARD, HARDIE PLANK HORIZONTAL SIDING SYMBOL LE END: WALL LEGEND: BLUESKIN OR EQUAL AIR INFILTRATION BARRIER .:.:,.: G r '> 1/2' EXTERIOR GRADE PLYWOOD SHEATHING 0 SINGLE AND MULTI-STATION SMOKE ALARM TO BE EXISTING WALL TO REMAIN �... 2' X 4" WOOD STUDS @ 16' ON CENTER WITH 2" X 4' SHOE AND DOUBLE 2' S.D. INTERCONNECTED AND HARDWIRED X 4" TOP PLATE ___-- EXISTING WALL TO BE REMOVED 2' X 6" WOOD STUDS @ 16' ON CENTER WITH 2" X 6' SHOE AND DOUBLE 2' ® X 6' TOP PLATE (AS SHOWN ON PLAN) NEW 2' X 4" WOOD FRAME WALL architecture, ,C, ®GYPSUM WALL BOARD ALL WALLS AND CEILINGS (MOISTURE CARBON MONOXIDE DETECTORS SHALL BE INSTALLED CM AS PER MANUFACTURER'S SPECIFICATIONS AND HARD ® NEW 2" X 6" WOOD FRAME WALL RESISTANT WALL BOARD AT BATHROOMS) 5/8' TYPE 'X' GYPSUM BOARD AT GARAGE WALLS AND CEILING WIRED 17 1 LOAD BEARING WALLS P.O.BOX 1254 947 'ANDERSEN' WINDOWS ALL WITH IMPACT RE515TANT GLASS, LOW E, AND .� PHONE 63r 779-2832 JAMFSP(6 j.��2833 ARGON GAS (SEE PLANS FOR MODEL NUMBERS, SEE ELEVATIONS FOR NEW P.G. CONCRETE WALL C ) C ) GRILLE PATTERNS) Q WINDOW DESIGNATION (SEE WINDOW SCHEDULE) FIRE BRICK PROVIDE WALL TO ROOF, WALL TO WALL, AND WALL TO FOUNDATION POOL PATIO AREA CONNECTORS AS PER SHEET W-2. STANDARD BRICK SEE SITE O DOOR DESIGNATION (SEE DOOR SCHEDULE) DROPPED MASONRY �-� SECTION MARK (DWG#/SHEET) EXISTING DECK FLOOR CONSTRUCTION DETAIL SECTION MARK (DWG#/SHEET) FLOOR FINISHES AS PER PLAN 3/4' TONGUE AND GROOVE PLYWOOD SHEATHING NAILED AND GLUED DETAIL DRAWING MARK (DWG#/SHEET) 12'-2' 37'-13" 1 )4" X 9 V TJI PRO 230' FLOOR JOISTS AT 16' ON CENTER I " X 11 9' TJI PRO 560 @ 16' ON CENTER SECOND FLOOR 6'-31 5'-11, 7'-II" 9'-B 15/16, 13'-2 q/16' 6'-q 1/2' r PROPOSED BASEMENT 0 0 . p WALK OUT STAIR _ _ ❑K .........--......................-- ._0......_...__..........__...... - 2) 1 Y'xq X2' MICI WM LVL DROP HEADER CONTINUOUS -- - v (2) 2 x10' DROP MDR FA-1 Proposed Additon/Alteration For: _ 0 (� Wells Ave Resitence " LIVING ROOM BEDROOM EX15TING "-' EXISTING N A SUNROc�>'1 . 2'-0" 16'-5" 2'-0" EXI5TINCi (4) 2' X 6' 50LID POST (4) 2' X 6' SOLID POST -------- '---------- ---------------------- `° -- -- -- -- - --------- - - �' ----' --------- -- �____� ____= o - (3)--I 'xl8 MIG M LVL FLUSH HEADER (� 2 _ 3995 Wells Ave 0 ii `� Southold, New York PROVIDE JOIST HANGERS o II AT ALL FLUSH CONDITIONS MW.I. CLOS, S.C.T.M.# I000-70-4-I PROPOSED E I REVISIONS _4 KITCHEN +- IL.s ---------- O System to to 3-2022 t updated be SCDHS Standards ------------ te Plan 1-15-2023 te Plan PROPOSED Q ( ' O ONYSDEC Cotmments updated as per PANTRY I� 4�__ o I e � AN o 0 5'-6" � 3 54-27-2023 Site Plan updated as per ❑J a PROPOSED m O CDHS Comments 2 6 CEILING JOIST b 0 ®06-09-2023 Information added as per 11 16' ON CENTER N� TH Administrative Amendment for Trustees o -ko 11Z II'-10' 4" 2'-0' 3'-6' g'-5' 4'-5" 2'-0' ' S'-5' 6' 9'-5' M pR BA ED 4' I O 06-14-2023 Site Plan updated. L- Resubmission to Town Trustees m 6 09-0I-2023 Revised Building Set OI0-0I-2023 Revised Building Set O 'x6' CEILING J015T O o°Oo O b U b I N @ 16' ON CENTER O O O �` ® F O $ 09-09-2024 Revised Permit Set 1 to� � IIQIIIII7Idllllllllllllllll%11III1lIlII/llr1I11L�,;Y',;�:;":":::."".."�°' :. - ' __ _ , i (2) I !Y4'x9 J2" LVL HEADER /;' 'v I'-6' UP 15 A n l'.� O � j • C m 'ISE c a ® N DOOR SCHEDULE BATH INTERIOR DOORS O 101-0"x6'-5" 2in i- 4' 3'-4' 6'-4" 4" -4" 4' 6'-10' O B'-0' 4 ! 3'-q I/2" 4' 11'-2 1/2" e SYMBOL SIZE TYPE REMARKS !a � !f O f' CLOS. w ;j R- 'J` 2 x (a HINGED FOYER �' OFFICE _ O.o ✓,�' 2 2 x b HINGED PROPOSED I0-7"xl2'-9" O3 2Qx 6 HINGED , oI 0 0 3 x 6 HINGED O UP EQUAL Tn i, O 5 x 6 BI FOLD O ;S i� 05ER5 MuDRoom ;+ OX CUSTOM DOOR TO BE BUILT ON SITE (D EXTERIOR DOORS SEAL (2),2'x10' DROP HPR .__ (2) 2'x10' HOF . (2)]VAO' DROP 14DR SYMBOL 51ZE MANUFACTURER TYPE DESIGNATION VENT AREA UNIT AREA REMARKS A a I O 3 x 7 T 14ERMA TRU 5MOOT14 STAR 3070 ENTRY 17.16 21.0 03,E � $T RCS/ 3'-10 I/ ' i¢'-5 7'-7� b'-I I/2" I �` RO,� 23'-5I 4' ' i i 24'-0' I 2'xB' C.J. @ 16' ON CENTER Q 1 I a 3 a x 7 T14ERMA TRU 5MOOT14 STAR 3070 q LITE 17.16 21.0 t1/ � '� 01 u+ I cv i 3ax 7 FIBERGLASS/METAL TO MATCH INTERIOR 3070 SOLID 17.16 21,0 45 MIN RATEDANSULATED 2"x8' C.J. @ 16' ON CENTER I x I 10° x 6Y MARVIN ELEVATE 10068 60.48 67.5 I %-Al " TJI PRO 560 II. E I © i @ 12 ON CENTER ❑ I Q _.__.................................-__J O 6 x b MARVIN ELEVATE 6068 35.28 40.5 I t -------------------- (D 9¢x 8� TBD GARAGE TBD 72 72 GARAGE -ROLL UP DOOR OF N I ) NMI I. ALL GLAZING TO BE HIGH PERFORMANCE AND LOW-E, UNLESS NOTED OTHERWISE. GARAGE L ___________________ J 2. GLAZED OPENING PROTECTION SHALL MEET REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E Igg6 AND OF ASTM E M. IF Copyright 2023 STROMSKT architecture,p.c.AU rights it+ IMPACT RESISTANT GLAZING 15 NOT PROVIDED THEN WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/I6' AND A MAXIMUM reserved.The Architect reserves the right to reproduce this PROPOSED ' 6'-6' 7'-7' B'-6' 1'-5' SPAN 8' SHALL BE PERMITTED FOR OPENING PROTECTION. PANELS FOR EACH OPENING 54ALL BE PRECUT, LABELED, AND STORED WITH design in its entirety or any portion thereof.Unauthorized alrerarion of these documents is a violation of the New York r ATTACHMENT HARDWARE. PANELS MUST BE FASTENED AS PER TABLE R301.2.12 ON SHEET W-1. State Education Law.These drawings and specifications are an instrument of service and are the property of the Architect. WINDOW G/JJCDI IL These drawings and specifications are not to be used on any !JON SCHL U other project,except by written permission of the Architect. FE SYMBOL MANUFACTURER QTY TYPE R.O. DESIGNATION VENT AREA GLA55 AREA UNIT AREA EGRESS REMARKS PROJECT NO. 20-AR036 ® MARVIN 4 DOUBLE HUNG 30)5' x 44 Y' CN 3044 3.11 5.82 8.4 NO SCALE l i4"=1'-o° DATE 8/3/2021 ® MARVIN 1 AWNING 4q" x 23 W AWN 2523 5.05 4.6q 7.13 NO DRAWN Y _ © MARVIN I DOUBLE HUNG 64' x 60 Y' CN 3260 2W q.84 1B.32 25.18 NO FACTORY MULLED B TLD CHECKED BY RS ' ❑D MARVIN 3 DOUBLE HUNG 72" x 6oY" CN 3360 2W 11.58 21.18 52 YES FACTORY MULLED TITLE ►n EMARVIN 3 DOUBLE HUNG 36 y x 60 Y' CN 3660 5.16 q.77 13.05 YES `r MARVIN 4 DOUBLE HUNG 309 x 36 Y' CN 3436 2.74 5.26 B.7 NO I MARVIN 3 CASEMENT 33' x 47 W CN 3347 5.27 7.8 II YES WITH CHECK RAIL� - _ ® ❑ First 0 MARVIN I CASEMENT 65' x 47 W CN 3347 2W 16.54 15.6 22 YES FACTORY MULLED WITH CHECK RAIL 2'-4' 9'-0' I'-8" 9'-0' 2'-4' ❑J MARVIN 3 PICTURE 73' x 60X5' CAP 735q - 25.3 30.5 NO Floor Plan nK MARVIN 2 DOUBLE HUNG 36)9 x 52 Y" CN 3652 4.71 6.94 12.2 NO 24'-4' _ 0 MARVIN I CASEMENT 73' x 55 W CN 3755 2W 11.22 10.57 20.06 NO BASEMENT ❑M MARVIN 3 CASEMENT 33, x n CN 3343 6.72 6.31 9.63 YES WITH CHECK RAIL D E C E i V E �N MARVIN I PICTURE 68' x 52' CN 6252 - 17.67 24.7 NO NOTES: I. ALL GLAZING TO BE HIGH PERFORMANCE AND LOW-E, UNLE55 NOTED OTHERWISE. S r F 0 V4 SHEET 2. GLAZED OPENING PROTECTION SHALL MEET REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E M AND OF ASTM E 15%. IF i �' -�- FLr�R PLAN IMPACT RESISTANT GLAZING 15 NOT PROVIDED THEN WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/10 AND A MAXIMUM Scale: I/4' 1'-O' SPAN OF B' SHALL BE PERMITTED FOR OPENING PROTECTION. PANELS FOR EACH OPENING SHALL BE PRECUT, LABELED, AND STORED WITH Southold Town A-2 ATTACHMENT HARDWARE. PANELS MUST BE FASTENED AS PER TABLE R301.2.1.2 ON SHEET W-I. Board of Trustees a WALL CON5TRUCTION ' HARDIE BOARD, HARDIE PLANK HORIZONTAL SIDING SYMBOL LEGEND: WALL LEGEND: 'BLUESKIN' OR EQUAL AIR INFILTRATION BARRIER 1/2' EXTERIOR GRADE PLYWOOD SHEATHING e) SINGLE AND MULTI-STATION SMOKE ALARM TO BE EXISTING WALL TO REMAIN �..,._........ , "... 2' X 4" WOOD STUDS @ 16' ON CENTER WITH 2' X 4' SHOE AND DOUBLE 2' 5.D. INTERCONNECTED AND HARDWIRED , X 4' TOP PLATE ----- EXISTING WALL TO BE REMOVED '`'',r/ "" 2' X 6' WOOD STUDS @ 16' ON CENTER WITH 2" X 6' SHOE AND DOUBLE 2' ® NEW 2' X 4' WOOD FRAME WALL architecture,L BON X 6' TOP PLATE (AS SHOWN ON PLAN) CAR MONOXIDE DETECTORS SHALL BE INSTALLED 1/2' GYPSUM WALL BOARD ALL WALLS AND CEILINGS (MOISTURE AS PER MANUFACTURER'S SPECIFICATIONS AND HARD ® NEW 21 X 61 WOOD FRAME WALL RESISTANT WALL BOARD AT BATHROOMS) CM 11947 5/8' TYPE 'X' GYPSUM 130ARD AT GARAGE WALLS AND CEILING WIRED C LOAD BEARING WALLS P.O.Box i2s� 'ANDERSEN' WINDOWS ALL WITH IMPACT RESISTANT GLASS, LOW E, AND PHONE 63I 779-2832 J FAX(63 1 779-283 3 ARGON GAS (SEE PLANS FOR MODEL NUMBERS, SEE ELEVATIONS FOR NEW P.C. CONCRETE WALL C ) C ) GRILLE PATTERNS) ❑? WINDOW DESIGNATION (SEE WINDOW SCHEDULE) FIRE BRICK PROVIDE WALL TO ROOF, WALL TO WALL, AND WALL TO FOUNDATION CONNECTORS AS PER SHEET W-2. STANDARD BRICK �? DOOR DESIGNATION (SEE DOOR SCHEDULE) DROPPED MASONRY { SECTION MARK (DWG#/SHEET) � FLOOR CONSTRUCTION � DETAIL SECTION MARK (DWG#/SHEET) FLOG FINISHES AS PER PLAN 3/4' TONGUE AND GROOVE PLYWOOD SHEATHING NAILED AND GLUED �' DETAIL DRAWING MARK (DWG#/SHEET) 1 V4' X 9 V TJI PRO 230' FLOOR JOISTS AT 16, ON CENTER 1 Y' X 11 V TJI PRO 560 @ 16' ON CENTER SECOND FLOOR i Proposed Additon/Alteration - - -- - - - - - - - - - � For: I - - - - - - - - - - - - - ---- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - r ----- I - - _ - - ells Ave Residence I - 6'-8" HIGH WALL O ----"� I I , II I -Lam- $ I I II I JI 4' 13'-0' q' 7'-I" 4� 3 0' 4' u I '-I1' _7 41 2'x8' ROOF RAFTER I [-u651 @ 16, ON CENTER I $H o u 6 BEDROOM 7'-I'XIO'-5" N 399S Wells Ave I 12'-7'x13'_811 O BEDROOM , Southold, New York 'k 7'-5' CEILING TRAY II S.C.T.M.# I000-70-4-I O I REVISIONS I I System 3-2022 t updatedte Plan m to be within S CDHS Standards m O I O 0I-1 S-2023 Site Plan updated as per O l 2 O , NYSDEC Comments I ;O3 04-27-2023 Site Plan updated as per SCDHS Comments I o I ®06-09-2023 Information added as per I Administrative Amendment for Trustees I I 06-14-2023 Site Plan' 5'-11 HIGH WALL 21 ,81 41-40 S?� 4' 141-0' 2-0 1 I ' 1 j O Resubmission to Town Trustees - u O g 09-01-2023 Revised Building Set 4----------------------- tu i ao I BEDROOM O I O 10-0I-2023 Revised Building Set C4 12'-B"Xq'-811 i PROVIDE CRICKET DRAINAGE I LL- -� I I LAYOVER i B A O I 8 09-09-2024 Revised Permit Set -1 � i I e --�I-------- ----------------- ft-------------------------------�- ---------- I6wz j I I --------- --- �v 2 XS RAFTER LEDGER MM - - - --- ----_ _-- ------ - ----------- ------ DOOR SCHEDULE O i 0 1 All 1 1 I O I = 1 3-q 5-10 11/32 9 !0 4'-6 II/161 INTERIOR DOORS SYMBOL 51ZE TYPE REMARKS O w I I 2Sx 6 HINGEDIL O DORMER WALLS i I I I I I O 2�`x 6 HINGED 10 -. I I 0 2 x 6 HINGEDVA i O O ; tv I I I I I I Q 3�x 6 HINGED _ _ I 5�x 6 4 BI FOLD O j Q CUSTOM DOOR TO BE BUILT ON SITE � � �, I cr>< SEAL I I ❑I EXTERIOR DOORS `� `~ SYMBOL. SIZE Q MANUFACTURER TYPE DESIGNATION VENT AREA UNIT AREA REMARKS ��'42 A15'G► 3 x 7 THERMA TRU SMOOTH STAR 3070 ENTRY 17.16 21.0 �`�� STRO - - - _ - JL - - - - - -- _ - - - _ - O 3�x7� THERMATRU SMOOTH STAR 30709LITE 17.16 21.0 F I I I O 3 x 7 Q FIBERGLA55/METAL TO MATCH INTERIOR 3070 SOLID 17.16 21.0 45 MIN RATEDANSULATED ' SLOPED FLAT SLOPED O 10' x 6' MARVIN ELEVATE 10068 60.4E 67.5 CEILING � CEILING CEILING u i , I 2"1 ROOF RAFTER @ 16' ON 2'x8' ROOF RAFTER @ 16' ON ¢ I � �I� , CENTER CENTER OE 6 x 6 IL MARVIN ELEVATE 6068 35.28 40.5 'QJ, a2816° fv} 94 x 6 TED GARAGE TBD 72 71 GARAGE -ROLL UP DOOR OF N� BONUS SPACE F I ° ° T - - - _ - - - _ - - J � ' I 20'-O'X26'-0" I ❑I _ _ _ _ ---- I. ALL GLAZING TO BE HIGH PERFORMANCE AND LOW-E, UNLESS NOTED OTHERWISE. i I I -2�r8'-R.R- 2. GLAZED OPENING PROTECTION SHALL MEET REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E 1996 AND OF ASTM E 1B%. IF Copyright e A3 STROMSKI arse rig t to rep d rights reserved.The Architect reserves the right to reproduce this I ; UNCONDITIONED ; Tr _ _ _ _ 16" ONLCENTEJ IMPACT RESISTANT GLAZING IS NOT PROVIDED THEN WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16' AND A MAXIMUM design in its entirety or any portion thereof.Unauthorized STORAGE i I -'� ° ° SPAN OF B' SHALL BE PERMITTED FOR OPENING PROTECTION. PANELS FOR EACH OPENING SHALL BE PRECUT, LABELED, AND STORED WITH alteration of these documents is a violation of the New York I I I L - - - - - - - - -1 ATTACHMENT HARDWARE. PANELS MUST BE FASTENED AS PER TABLE R301.2.12 ON SHEET W-1. State Education Law.These drawings and specificaton"are I I I an in un stnent of service and are the property of the Architect. WINDOW SCHEDULE other project,except by written permission of the Architect. These drawings and specifications are not to be used on any I I I SYMBOL I MANUFACTURER QTY TYPE R.O. DESIGNATION VENT AREA GLASS AREA UNIT AREA EGRESS REMARKS PROJECT NO. 20-Al ❑A MARVIN 4 DOUBLE HUNG 30 X' x 44 Y' CN 3044 3,11 5.82 8.4 NO SCALE 1/4"=V-0" DATE 8/3/2021 I i I DORMER WALLS j 3 MARVIN I AWNING 49' x 23 §5" AWN 2523 5.05 4.6q 7.13 NO DRAWN BY TLD CHECKED BY RS MARVIN I DOUBLE HUNG 64' x 60 Y' CN 3260 2W q.84 18.32 25.18 NO FACTORY MULLED I ❑D MARVIN 3 DOUBLE HUNG 72' x 60 A" CN 3360 214 11.58 21.18 52 YES FACTORY MULLED TITLE 2'x8' COLLAR TIES @ 16' 0/C I ❑E MARVIN 3 DOUBLE HUNG 36)V x 60 R GN 3660 5.16 q.77 13.05 YES ❑F MARVIN 4 DOUBLE HUNG 309 x 36 Y' CN 3436 2.74 526 8.1 NO G❑ MARVIN 3 CASEMENT 33" x 47 V CN 3347 8.27 7.8 II YES WITH CHECK RAIL I Second. i H ' 11 MARVIN I CASEMENT 65 x 47 % CN 3347 2W 16.54 15.6 22 I I ❑ YES FACTORY MULLED WITH CHECK RAIL _. .............. 1 - -_-_ a; I ❑J MARVIN 3 PICTURE 73' x 6ON CAP 735q - 25.3 30.5 NO Floor Plan ' 0 ❑K MARVIN 2 DOUBLE HUNG 36,Y x 52 A' CN 3652 431 B.94 12.2 NO Q MARVIN 1 CASEMENT 73' x 55 511 CN 3755 2W 1122 10.57 28.06 NO BASEMENT QM MARVIN 3 CASEMENT 33' x 43 Y11 CN 3343 6.72 J631 9.63 YES WITH CHECK RAIL ❑ E E I E F. 12'-2" 12'-2' ® MARVIN I PICTURE 68' x 52' CN 6252 - 17.67 24.7 NO 1. ALL GLAZING TO BE HIGH PERFORMANCE AND LOW-E, UNLESS NOTED OTHERWISE. 57 3 0 20,24 SHEET 2. GLAZED OPENING PROTECTION SHALL MEET REQUIREMENTS OF THE LARGE M15SILE TEST OF ASTM E 19% AND OF ASTM E INC. IF /0I SF ID FLU PLAN Scale: 1/4' 1'-0' IMPACT RESISTANT GLAZING IS NOT PROVIDED THEN WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16' AND A MAXIMUM Southold Town A-3 SPAN OF B' SHALL BE PERMITTED FOR OPENING PROTECTION. PANELS FOR EACH OPENING 514ALL BE PRECUT, LABELED, AND STORED WITH Board of Trurtees ATTACHMENT HARDWARE. PANELS MUST BE FASTENED AS PER TABLE R301.2.12 ON SHEET W-1. _ A - 3 o MATERIAL NOTES x.. �E SYMBOL LEGEND: WALL LEGEND: — , - ' � I ROOF CONSTRUCTION 0 SINGLE AND MULTI—STATION SMOKE ALARM TO BE EXISTING s•D• HARDWIRED WALL TO REMAIN : INTERCONNECTED AND t ; G 5 ,,. i,.., . ... . ----- EXISTING WALL TO BE REMOVED 30 YR. ARCF�IITECTURAL GRADE ASPHALT SHINGLE ----- ... ,' ,.. 30 LB. FELT PAPER ® NEW 2' X 4' WOOD FRAME WALL airc 1it c'I:t,re, T3,C, 5/8' EXTERIOR GRADE PLYWOOD SHEATHING CARBON MONOXIDE DETECTORS SMALL BE INSTALLED CM(2)1 V4' X 9 X2' LVL RIDGE BEAM ® AS PER MANUFACTURER'S SPECIFICATIONS AND HARD ® NEW 2' X 6 WOOD FRAME WALL 2' X 6' ROOF RAFTERS 0 16' ON CENTER WIRED LOAD BEARING WALLS P O.BOX I254 3 JAMESPORT,NY I I947 2' X 6' CEILING J015T 6 16' ON CENTER a 2' X 4' COLLAR TIES AT 16' ON CENTER PLACED 1/3 OF THE ATTIC - NEW P.G. CONCRETE WALL PHONE(631)779-2832 FAX(631)779-2833 • HEIGHT BELOW RIDGE (NO RIDGE STRAPS REQUIRED) ? WINDOW DESIGNATION EE WIDOW SCHEDULE)PROVIDE ALUMINUM FLASHING AS REQUIRED S N ) FIRE BRICK ICEIWATER BARRIER IN ALL VALLEYS AND ROOF EDGES STANDARD BRICK a RAFTER TO PLATE CONNECTORS USE USP' MODEL NUMBERS RT7 OR RTIO MOM O DOOR DESIGNATION (SEE DOOR SCHEDULE) DROPPED MASONRY ' —� SECTION MARK (DWG#/SHEET) T DETAIL SECTION MARK (DWG#/SHEET) DETAIL DRAWING MARK (DWG#/SHEET) Proposed Additon/Alteration For: -IT__ - -- - -________---I TA r — _ = j l I I Y . ells Ave r I I I I I Residence I , I II II II II �� — _ -j II I I � C = �- — — — -II I I IC4I l - - I- - - - -I 11.01 II I- - - - J II II- - - - I I — — — 2 1 ' x 91q MICROLAM LVL RIDGE BEAM l 399S Wells Ave — — — =i r — — — — _ — - Southold, New York S.C.T.M.# I000-70-4-I II II II II l l I I I I REVISIONS 07-03-2022 Site Plan updated with I.A. I F-1- -- - �- - - - - - - - - - - - — — — —— I aUI System to be within SCDHSStandards I I $ I 0I-I5-2023 Site Plan updated as per II it II II Z04-27-2023 Site Plan NYSDEC Comments updated as per ( I I I O SCDHS Comments — — — — — — — — — — — — — -J I I .s� l A O 06-09-2023 Information added as per — ao — I pt I I I I 4 Administrative Amendment for Trustees Li N I I I l �i u I I I S 06-I4-2023 Site Plan updated. I I I I I i O Resubmission to Town Trustees Il- - -� O09-0I-2023 Revised Building Set PROVIDE CRICKET DRAINAGE LAYOVER I I N I O I0-01-2023 Revised Building Set II II II II 8 09-09-2024 Revised Permit Set II II II I O F- — — — — — — — — — — — I - - — — — — — — — — — — — — — — - -- -- - -- - - ll I I I I I I I I I II II I I I I I I I I I II it a0 II I I I I I I I I I II I I I O L- LL11J J O Il ' L — — JI Il O I ' lj O I � it SEAL 2'x8' DORMER RAFTER 0 16' ON II CENTER I (� AR j STRo �� CIA 2'x8' ROOF RAFTER @ 16' ON CENTER I � Cr I � OFN hts eserved.The Architect t ryright 2023 eserves s thSKI e right to reproduceitecture,p.c.All this design in its I ' eof.Un2uthorized alteration f these documents ty or any isna violon ation of he New York State Education Law.These drawings and specifications are an instrument of service and are the property of the Architect. These drawings and specifications are not to be used on any 1—0 r other project,except by written permission of the Architect. I Ili PROJECT NO. 20-AR036 SCALE 1/4"=1'-0" DATE 8/3/202I ij I H DRAWN BY TLD CHECKED BY RS l 2'x8' ROOF RAFTER @ 16' ON I I TITLE CENTER II II - - I Roof - - - - - - -- - - - -- - - - - - - - - - - Flan { rcCEIk1E I �,r-r 0 202� SHEET 1 RI R00FU Sete: 1/4' 1'-0' A-4 Southold Town Coard of Trustees A -4 �i ..,`1 .„,,1 f...... ......., .. 5 £ q .4 f Y o architecture, p.c. zf $ sz I254 JAMESPORT,NY II94.7 i PHONE(631)779-2832 FAX(63I)779-2833 i _7 11�11 III YUY Q � t41 A _ _ M RUM �I A J 3 b d � n tfJ n t,t d 3 Proposed Additon/Alteration For: Nil . . ... .....:. . - VGTe11s Ave .j• Residence SECTION 'A' scale: 1/4" = 1'-O" A-5 3 SECTION 'G' Sole: 114" = 1'-011 399S Wells Ave Southold, New York S.C.T.M.# I000-70-4-I 3 i • 2 REVISIONS O 0 System to be within SCDHS Standards FE �i 0I-I5-2023 Site Plan updated as per O NYSDEC Comments a 3 04-27-2023 Site Plan updated as per m o r- ,O SCDHS Comments 1 �s 06-09-2023 Information added as per `O ®Administrative Amendment for Trustees O06-I4-2023 Site Plan updated. Resubmission to Town Trustees O09-0I-2023 Revised Building Set YR MATERIAL NOTES O IO-OI-2023 Revised Building Set ROOF CONSTRUCTION ®09-09-2024 Revised Permit Set — - 30 YR. ARCHITECTURAL GRADE ASPHALT SHINGLE O Hill 30 LB. FELT PAPER 0--5/8' EXTERIOR GRADE PLYWOOD SHEATHING (2)l %4' X 91¢' LVL RIDGE BEAM O co co 2' X 6" ROOF RAFTERS @ 16' ON CENTER 2' X 6" CEILING J015T @ 16' ON CENTER O 2' X 4" COLLAR TIES AT 16" ON CENTER PLACED 1/3 OF THE ATTIC HEIGHT BEL06*I RIDGE (NO RIDGE STRAPS REQUIRED) O PROVIDE ALUMINUM FLASHING AS REQUIRED ICE/WATER BARRIER IN ALL VALLEYS AND ROOF EDGES O RAFTER TO PLATE CONNECTORS USE 'U5P' MODEL NUMBERS RT7 OR RTIO — WALL CONSTRUCTION O HARDIE BOARD, HARDIE PLANK HORIZONTAL SIDING O 'BLJESKIN' OR EQUAL AIR INFILTRATION BARRIER `r 1/2' EXTERIOR GRADE PLYWOOD SHEATHING O 2' X 4" WOOD STUDS 0 16' ON CENTER WITH 2" X 4' SHOE AND DOUBLE 2' -� X 4' TOP PLATE ' • �' 2' X 6" WOOD STUDS 0 16' ON CENTER WITH 2" X 6' SHOE AND DOUBLE 2"rr X 6' TO' PLATE (AS SHOWN ON PLAN) SEAL 1/2' GYPSUM WALL BOARD ALL WALLS AND CEILINGS (MOISTURE 2 SECTION V Scale= 1/4" = 1'-0" RESISTANT WALL BOARD AT BATHROOMS) AR 5/8' TYPE W GYPSUM BOARD AT GARAGE WALLS AND CEILING ,SCR '4Rc A-5 ------------------------------------------------- 'ANDERSEN' WINDOWS ALL WITH IMPACT RESISTANT GLASS, LOW E, AND \� STR ;1// ---------------------------------------------------------------------------- ARGON GAS (SEE PLANS FOR MODEL NUMBERS, SEE ELEVATIONS FOR (j D.Er GRILLE PATTERNS) tt! s' C� PROVIDE WALL TO ROOF, WALL TO WALL, AND WALL TO FOUNDATION CONNECTORS AS PER SHEET W-2. « t � - VENT THROUGH ROOF (TYP.) VENT THROUGH ROOF (TYP.) VENT THROUGH ROOF (TYP.) �. �9 OZ9169 C3� FLOOR CONSTRUCTION OF N� ROOF FLOOR FINISHES AS PER PLAN 3/4' TONGUE AND GROOVE PLYWOOD SHEATHING NAILED AND GLUED 2" 1 ' X 09 TJI PRO 230' FLOOR JOISTS AT 16' ON CENTER Copyright 2023 STROMSKI architecture,p.c.All rights I ' X 11 6' TJI PRO 560 @ 16' ON CENTER SECOND FLOOR reserved.The Architect reserves the right to reproduce this design in its entirety or any portion thereof.Unauthorized alteration of these documents is a violation of the New York I I I I State(Education Law.These drawings andspecifications are �-j� I " 12" I FOUNDATION CONSTRUCTION an instrument of service and are the property of the Architect. d n I-1/4" 12M 1 1 1-I/4 1 1 �Jr t.� These drawings and specifications are not to be used on any I 1 1 I (2} 2' X 6' ACQ SILL PLATE WITH SILL SEAL other project,except by written petmission of the Architect. 'COP-R-TEX' TERMITE SHIELD L AV. W I C. I I-1/2" I L.AV. W4 G. it-1/2" 5B PRO' ANCHOR BOLTS 0 36' ON CENTER MAX, AT EACH SIDE OF EVERY J FC'7'NO. 20-Al 3" 1 777 1 1 3" G OF EACH WITHIN CORNER. TO 12, OF THE END OF EACH PLATE, AND WITHIN 12' SCALE l i4„=1-o^ DATE 8/3/2021 PROVIDE HOLDDOWN AS PER SHEETS W-1 AND W-2 I-I 4" I i TUB 4" 1 1 8' POURED CONCRETE FOUNDATION WALLS DRAWN BY TLD C HECKED BY RS I 5ECOND FLOOR ► I I SHOWER 8" X 161 POURED CONCRETE WALL FOOTING (WITH KEY WAY JOINT) 20 -_------ 3' -1/2" 11 2" Bn 211 PROVIDE (2)#5 REBAR CONTINUOUS IN ALL 8'AO FOOTINGS TITLE 3 211 PROVIDE (3)#5 REBAR CONTINUOUS IN ALL 12 X24 FOOTINGS r---T----------------- 1 " C.O. —----1 C.D _T___ 3-1/2' DIAMETER (STANDARD WEIGHT) STEEL COLUMN WITH 1/41 TOP AND '2 1 MASTER BATH 24BASx 2�xE2 DEEP POURED CONCRETE COLUMN FOOTING BAN 1-t/4" 1 1211 LAUNDRY i KITCHEN I-v4" i " " I 1 POURED CONCRETE FLOOR S LAB KSIT EN 'ANDERSEN' BASEMENT WINDOW Proposed K DAMPROOF FOUNDATION BELOW GRADE L AV. I I I �7 LAV. L AV. PROVIDE BOX BEAM TO SILL PLATE CONNECTORS AS PER SHEET W-2 �-r I I r� 7 I Sections I I I C i DISH 1-1 4" SHOWER " WASHE 1-1 4" 1 I SHOWER FIRST FLOOR 1 1-1/2 I I INSULATION NOTES „ 2 F.A.I. R-30 INSULATION WITH WIRE TIES AT CELLAR CEI9PE # G.O. 2 I-I/2 n--rC•O• 2 1 --- R-38 INSULATION AT FLAT CEILINGS C.O. 1 Z R-21 INSULATION AT SIX INCH EXTERIOR WALLS 3 1-1/2" _ C.O. 3 3' I `� R-7.5 MIN. INSULATION BELOW GRADE WALLS SHEET C.O. C.O 3ni GRADE , r G F '1 0 2024 1 n 1 I I I oul,�4::.;ovm 1 Board of Tr"^{,Ps A - 5 TO SCHD APPROVED -# -- --- SANITARY SYSTEM 5SMT. FLOOR fl I�MIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIillllllillllllllllllilllllllllllll - µ If If 11 ,...t ............. ,y 111111111111111110" "`-�` H4. architecture, p.c. -E1111111111 HIM 171111111111111111111111111111111111 _...................__----------- - M ' N G G I Fr-TIT !11111111111 ill 11111 ; P.O.BOX I254 JAMESPORT,NY I11 Ill I947 (! ill 111111 IIITII lilt 11 111111 IIITII 11PHONE(631)779-2832 FAX(631)779-2833 lilt Jill 111111 If i L�Ldj Hill oo i i i i a a d ❑ Ll� Ll LJ:1 � ° D �' � D o a o a F.W.G. ; D O.N. Dig O.N. DRIT�L LEI" j Proposed Additon/Alteration C� ■ ■ 000 a For: C Wells Ave NORTH ELEVATION sti 1141 V-01" � {BEST ELEVATION &11�t 114° - 1t-0° j Residence a 1001 INN, 3995 Wells Ave F M M FF 1 ! E Southold, New York f S.C.T.M.# I000-70-4-I (_ REVISIONS 07-03-2022 Site Plan updated with I.A. f O System to be within SCDHS Standards 01-15-2023 Site Plan updated as per 2 NYSDEC Comments 04-27-2023 Site Plan updated as per \ SCDHS Comments —) 4 06-09-2023 Information added as per Administrative Amendment for Trustees O06 I4 2023 Site Plan updated. O i _....._.._ � E MT-1 6 09-0I-2023 Revised Building Set ' ! C 7 10-0I-2023 Revised Building Set j ®09-09-2024 Revised Permit Set �3 O 9 O t O a 10 3 SOUTH ELEVATION Scl iet 114' . P-0' I I -F / I I i 0 II f I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I 3 Et 10- - - - - - - - - - _ — � SEAL A/ c � s .a; '9 j. 029i69 a4 OF 14 I Copyright 2023 STROMSKI architecture,p.c.All rights reserved.The Architect reserves the right to reproduce this design in its entirety or any portion thereof.Unauthorized alterarion of these documents is a violation of the New York State Education Iaw.These drawings and specifications are an instrument of service and are the property of the Architect. f These draw cgs and specifications are not to be used on any other project,except by written permission of the Architect. 111111111111 Ill 111,11 111111 Will Illill IIIIII Illill ]]fill IIIIII IIIIII Will IIIIII IIIIII Mill 1111111 Hill 111111 ]fill PROJECT NO. 20-AR036 SCALE 1/4"=]'-0" DATE 8/3/2021 DRAWN BY TLD CI IFCKED BY RS 1111 HIT TITLE ❑i P Proposed Elevations ECEIVE .. 1 11111 fill fill fill 11 fill fill fill fill 11 Jill 11111111 111111 lilt Ill]111111 fill fill lilt IIIIII Hll lilt till Jill SHEET 1 �o- ?t ? South�iti town Board of Trustli __.... A - 6 4 EAST ELEVATION scale[ 114' - 1'-0' A-6 'USP' STRUCTURAL STRAP MODEL# LSTA (REQUIRED WHEN NO ; COLLAR TIES ARE USED WITHIN THE UPPER THIRD OF THE ATTIC SPACE @ 16" ON CENTER) SEE MATERIAL NOTES FOR SIZES. TOP OF RIDGE - - - - - - - - - - - - - - RAFTER TO RAFTER CONNECTION / ., J s ; architecture, .C. P.O.BOX 1254 JAMESPORT,NY 11947 PHONE(63I)779-2832 FAX(63I)779-2833 RAFTER. SEE PLAN FOR SIZES AND SPACING — RIDGE.RIIXxE. SEE PLAN FOR SIZES > RAFTER. SEE PLAN FOR HEADER. SEE PLAN FOR 1015 51ZE5 AND SPACING SIZES CEILING JOIST. SEE PLAN FOR SIZES AND SPACING 'USP' STRUCTURAL CONNECTOR FOR RAF ETR AND STUDS THAT ARE OFFSET. MODEL# RT7/REF# H2.5/45 (585 LBS UPLIFT) I TOP OF PLATE /JhTQP OF PLATE - - - RAFTER TO PLATE CONNECTION RAFTER TO PLATE CONNECTION EILING JOIST. SEE PLANS FOR 51M AND SPACING Proposed Additon/Alteration 'U5P' STRUCTURAL CONNECTOR For: SEE MATERIAL NOTES FOR DOUBLE TOP PLATE. SEE MATERIAL MODEL NUMBERS (EACH STUD) NOTES FOR SIZES HEADER. SEE PLAN FOR 'USP' STRUCTURAL (20PGAUGE MIN) LSTA MAY ' Wells Ave 51ZE5 CONNECTOR FOR RAFETR BE USED TO WRAP OVER AND STUDS THAT ARE THE TOP PLATE AT WINDOW Residence IN-LINE. MODELVS RTIO (REF AND DOOR OPENINGS (REFER H2) (585 LBS UPLIFT) OR TO TABLE 3.3B ON SHEET RT20 (REF H7) (1105 LB5 4'-0' OR LESS ROUGH OPENING W-1 FOR NAILING SCHEDULE) SHEATHING SEE MATERIALS UPLIFT) CAB BE USED. SEE NOTES FOR SIZES t TYPE MATERIAL NOTES FOR MODEL SEE NAILING SCHEDULE ON NUMBERS TO BE USED. W-2 FOR FASTENING (EACH STUD) EXTERIOR WALL STUD. SEE FOR OPENINGS LE55 THAN MATERIAL NOTES FOR SIZES 4'-0" USE SINGLE JACK AND AND SPACING FULL HEIGHT STUD AT EACH 'USP' STRUCTURAL STRAP` END. 399S Wells Ave MODEL# LTW12 (REF #LTS 12) Southold, New York (735 LBS UPLIFT) MAY ALSO 'U5P' STRUCTURAL STRAP BE USED AS A STUD TO RIM MODEL# LFTA6 (REF# H6) S.C.T.M.# I000-70-4-I JOIST CONNECTOR (UPLIFT 990 LBS) MAY ALSO BE USED AS A STUD TO 31 REVISIONS 1 FLOOR CONNECTOR. SINGLE SHOE. SEE MATERIAL NOTES ADS5 USP CONNECTOR WITH (2) 3/4 07-03-2022 Site Plan updated with I.A. CARRIDGE BOLTS FASTEN TO DOUBLE STUD. j O System to be within SCDHS Standards j FOR SIZES A 5/B' DIAMETER THREADED ROD CONNECTS UPPER AND LOWER CONNECTORS. PROVIDE 'USP' STRUCTURAL STRAP � 0I-I5-2023 Site Plan updated as per BOX BEAM DOUBLE STUDS AND STRAPPING FROM ROOF OFFSETFOR UMODEL# LSTA 12 DS THAT ARE 3 NYSDFC Comments p 04-27-2023 Site Plan updated as per FLOOR JOIST. SEE PLANS FOR SIZES TO FOUNDATI014 AS SHOWN. (620 LB5 UPLIFT) 1 O SCDHS Comments 4®06-09-2023 Information added as per Administrative Amendment.for Trustees 06 I4 2023 Site Plan updated. - - - - TOP OF 5U5F � / TC CIF SUB F - - - _...._.._......_........ 0 p STUD TO STUD CONNECTION STUD TO STUD CONNECTION Resubmission to Town Trustees I I BOX BEAM OR RIM JOIST. §O I I SEE PLAN FOR DETAILS 6 09-0I-2023 Revised Building Set 'USP' STRUCTURAL STRAP II O IO-OI-2023 Revised Building Set eo -'USP' STRUCTURAL STRAP MODEL# LSTA30 FOR B" TO 09-09-2024 Revised Permit Set MODEL# LSTA30 FOR B" TO 10" JOIST IIG FOP, LSTA36 FO a® 10' JOIST USE LSTA36 FOR 12" JOIST. (REFER TO TABLE { FLOOR DIAPHRAGM BRACING WIT14INI- " 12' JOIST. (EACH STUD) 3.3B ON SHEET W-1 FOR O LAST TWO BAYS OF FRAMING AT 4 0 (REFER TO TABLE 3.3B ON NAILING SCHEDULE) INTERVALS SHEET W-1 FOR NAILING SCHEDULE) O DOUBLE TOP PLATE. SEE MATERIAL NOTES FOR SIZES HEADER, SEE PLAN FOR O Sim O ADDITIONASL 'USP' STRUCTURAL O STRAP MODEL# LSTA 12 FOR O OPENINGS GREATER THAN 4'-0" FOR OPENINGS LARGER THAN 4'-0" USE DOUBLE JACK AND FULL HEIGHT STUD AT EACH 3 0 EXTERIOR WALL STUD. SEE MATERIAL GREATER THAN 4'-0' ROUGH OPENING END. {O NOTES FOR SIZES AND SPACING ;O ADDITIONAL 'USP' STRUCTURAL STRAP 'USP' STRUCTURAL STRAP MODEL# LSTAIS FOR 8" TO 10" JOIST SEAL USE LSTA24 FOR 12" JOIST FOR MODEL# LTW12 (REF #LT5 12) OPENINGS GREATER THAN 4-0' (735 LBS UPLIFT) MAY ALSO BE USED AS A STUD TO RIM JOIST �C� a&C'Sr CONNECTOR (EACH STUD) � 0 STRO�s n� 'ADSS' USP CONNECTOR WITH (2) 3/4" " CARRIDGE BOLTS FASTEN TO ANCHOR BOLT SIDLE SHOE. SEE MATERIAL NOTES WITH 5/6' DIAMETER THREADED ROD AND �� Q2916g O� FOR SIZES THREADED COUPLING. SEE FOUNDATION PLAN FOR LOCATIONS. PROVIDE DOUBLE STUDS AND STRAPPING FROM ROOF TO FOUNDATION 4F N� AS SHOWN. �^ FLOOR JOIST. SEE PLANS FOR SIZES BOX BEAM/RIM J015T Copyright 2023 STROMSKI architecture,p.c.All rights / C /� /''�p,,'�' SUB �g� /�/�+� reserved.The Architect reserves the right to reproduce this TOPOF SU1 FL 04\ TOP O •,JI. B ELVS/1yi _ — — • design in its entirety or any portion thereof.Unauxhori�ed STUD TO SILL CONNECTION STUD TO SILL CONNECTION alteration of these documents is a violation of the New York 1 State Education Law.These drawings and specifications are an instruunent of service and are the property of the Architect. These drawings and specifications are not to be used on any HPAHD22 (4760 MODEL# HPAND22 (4760 other project,except by written permission of the Architect. LBS UPL1F 1) LBS UPLIFT) MAY ALSO BE PROJECT NO. 20-AR036 USED AS A CORNER HOLD -FLOOR DIAPHRAGM BRACING WITHIN DOWN SEE FOUNDATION I IL———— ———————— I I I 1 — ———— —— I 1 SCALE As Noted DATE 8/3/202I I� PLAN FOR LOCATION --------_�� _ � _ - ----_--_��__ LAST TWO BAYS OF FRAMING AT 4'-0' GRADE i (----- I 1 I INTERVALS ` I J J DRAWN BY WP CHECKED BY RS ° d 'USP' STRUCTURAL STRAP DOUBLE TREATED SILL PLATE OVER 5/B' ANCHOR BOLT WITH 3' SQUARE GRADE I MODEL# LSTA18 (870 LBS UPLIFT) INIMUM COVER TITLE TERMITE SHIELD AND SILL SEAL. SEE BEARING PLATE WASHERS EVERY 36' I FOR 8' TO 10" JOIST USE LSTA24 FOR REBAR MATERIAL NOTES FOR SIZES d a d #4 CONTINUOUS REBAR SET I (EACH S UPLIFT)TUD) (RE ER TO"TABLE 4' BELOW TOP OF WALL. #4 CONTINUOUS REBAR SET 3.35 ON SHEET W-1 FOR NAILING 7 POURED CONCRETE FOUNDATION OR ° 4" BELOW TOP OF WALL. I SCHEDULE) Detail Wall MASONRY BLOCK FOUNDATION. SEE 7 FOUNDATION PLAN FOR SIZES. 'USP' STRUCTURAL CONNECTOR MODEL# Section & MP4F/REF# LTP4 (690 LBS UPLIFT) EVERY 36" Elevation a . . • ( 5!5" ANCHOR BOLT WITH 3" � � SQUARE BEARING PLATE WASHERS EVERY 36 g a SHEET S i_ Q . .. d!•. lid SOU0101L IUvJiI -- s n TYPICAL WALL SECTION Scale: 3/4 1 n n—0 2 TYPICAL WALL ELEVATION Scale: 3/4 — 1 -a EoardofTnls'acs , _ _ I n FRAMING AND CONNECTOR DETAIL FRAMING AND CONNECTOR DETAIL TABLE 3.4 TABLE 3.� � : 4 �� TABLE R301 .2.1.2 TABLE 3.l NAILING SCHEDULE � FASTEST MILE 700-YR. WIND SPEED WOOD BORNE DEBRIS PROTECTION FASTENING UPLIFT STRAP CONNECTION WINDSPEED (IW MPH) RIDGE CONNECTION REQUIREMENTS 3.5ECOND GUST (MPH) NUMBER OF NAIL SPACING 0 WOOD STRUCTURAL PANELS A B C D - .. . 1• ._ z .. .. EXPasuRE EXPOSURE FOR WIND DL ASSUMPTIONS: 10 PSF 13Q airC � e tur"e. �. . JOINT DESCRIPTION NUMBER OF L P � SCHEDULE FOR D TR REQUIREMENTS B 0 � COl"iI"lON NAILS BOX NAILS FASTNER SPACING NU COMMON ROOF PITCH ROOF SPAN (FT) REQUIRED CAPACITY ,OFF RIME FRAMING SPACING (IN.) ROOF SPAN (FT.) CONNECTIONS V4'x 20 GAGE STRAP P.O.BOX 1254 JAMESPORT,NY I1947 ROOF FRAN I NG PANEL SPAN LESS THAN 12 13b 4 FOOT LE55 PANEL 6 FOOT LE55 PANEL PHONE(631)779-2832 FAX(63I)779-2933 FASTENER TYPE SPAN LE55 THAN OR SPAN LE55 THAN OR RAFTER TO TOP PLATE (TOE NAILED) SEE TABLE 3.4A SEE TABLE 3AA PER RAFTER OR EQUAL TO 4 FOOT EQUAL TO 6 FOOT EQUAL TO 8 FOOT 12 1 2 3:12 16 182 22 CEILING J015T t0 TOP PLATE (TOE-NAILED) SEE TABLE 3.4A SEE TABLE 3.4A PER JOIST I6 1 2 20 272 #B WOOD SCREWS 20 2 2 24 272 CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) SEE TABLE 3AA SEE TABLE 3AA EACH LAP 16" 10" B" 12 24 2 3 28 318 CEILING JOIST LAPS OVER PARTITIONS (FACE-NAILED) SEE TABLE 3AA SEE TABLE 3.qA EACH LAP W1 2 EMBEDMENT 28 2 3 32 363 WOOD SCREWS COLLAR TIE t0 RAFTER (FACE-NAILED) SEE TABLE 3.6 SEE TABLE 3.6 PER TIE #10 " I6, 12" 9" 32 2 3 36 40q 36 2 3 12 113 BLOCKING TO RAFTER (TOE-NAILED) 2-8D 2-10D EACH END W1 2 EMBEDMENT RIM BOARD TO RAFTER (END-NAILED) 2-16D 3-I6D EACH END Y' LAG SCREW ANCHOR 16, 16, 16, 4:12 16 150 20 188 WALL FRAMING W/ 2 EMBEDMENT 24 n6 FOR 51= I inch- 25.4mm, I faat=304.8mm, I paxld=4.448 N 12 2 2 28 263 1 mite per hour-0.447 m/s 32 301 TOP PLATE TO TOP PLATE (FACE NAILED) 2-I6D 2-16D PER FOOT I6 2 3 36 33B A. THE TABLE IS BASED ON 180 mph ULTIMATE WIND SPEEDS, 140 mph, AND A 33 fool. MEAN ROOF 20 2 3 TOP PLATE AT INTERSECTIONS (FACE NAILED) 4-I6D 5-I6D JOINTS-EACH SIDE 14EIG14T 16 24 2 3 12 88 STUD TO STUD (FACE NAILED) 2-I6D 2-I6D 24' O.C. 28 2 4 5:12 16 118 B. FASTNERS SHALL BE INSTALLED At OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. 32 2 4 20 147 HEADER TO HEADER (FACE NAILED) 16D I6D 16' O.C. ALONG EDGE24 177 S TOP OR BOTTOM PLATE TO STUD (END-NAILED) (SEE TABLE 3.5A) (SEE TABLE 3.5A) PER STUD FASTNERS SHALL BE LOCATED NOT LESS THEN in FROM EDGE OF THE PANEL. 3 4 28 2 BOTTOM PLATE TO FLOOR JOIST,BANDJOIST,ENDJO15T OR BLOCKING (FACE-NAILED) 2-16D"2 2-16D" PER FOOT C. ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERING WITH AN EMBEDMENT LENGTH 32 236 OF NOT LESS THAN 2" INTO THE BUILDING FRAME. FA5TNER5 SHALL BE LOCATED NOT LESS THAN 2.5' 36 265 FLOOR FRAMING FROM THE EDGE of CONCRETE BLOCK OR CONCRETE. 12 81 12 2 3 16 1013 Proposed Additon/Alteration D. PANELS ATTACHED TO MASONRY OR MASONRY/STUCCO SHALL BE ATTACHED USING 20 3 4 6=12 20 135 For: VIBRATION-RE51STANT ANCHORS HAVING AN ULTIMATE WITHDRAWAL CAPACITY OF NOT LESS THAN 24 24 3 5 24 162 MST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-8D 4-10D PER JOIST 1,5W LBS. 28 155 BRIDGING TO JOIST (TOE-NAILED) 2-8D 2-10D EACH END 32 3 6 32 24 e11S Ave BLOCKING TO JOIST (TOE-NAILED) 2-8D 2-10D EACH END 36 4 6 �' 242 BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-16D 4-I6D EACH BLOCK 12 76 LEDGER STRIP TO BEAM FACE-NAILED) 20 127 7:12-12:12 16 102 Residence ( 3-i6D 4-I6D EACH JOIST PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.4. JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8D 3-101) PER J015T Y 24 153 BAND JOIST TO JOIST {END-NAILED) 3-I6D 4-I6D PER JOIST TABLE 3.qA TABULATED UPLIFT REQUIREMENTS ASSUME A ROOF/CEILING DEAD LOAD OF 28 178 i 2-I6D' 3-I6D' PER FOOT qpsf (0.60x15 psf=q psf)). IF A CEILING ASSEMBLY 15 NOT PRESENT OR IF THE 32 204 BAND JOIST TO SILL OR TOP PLATE ;,TOE-NAILED) I RAFTER/CEILING JOIST HEEL JOINT TABULATED NUMBER of NAILS SHALL BE INCREASED ROOF LIVE LOAD :GROUND SNOW LOAD CEILING ASSEMBLY IS NOT CONNECTED t0 THE ROOF ASSEMBLY, THE 36 22q ROOF SHEATHING - BY I NAIL AT EACH END 'TABULATED CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE MULTIPLIED BY 0.70 FOR CONNECTION REQUIREMENTS � PSF � � OF THE STRAP. ROOF SPAN (FT) FRAMING NOT LOCATED WITHIN 8 FEET OF BUILDING CORNERS. WOOD STRUCTURAL PANELS 8D iOD (SEE TABLE 3.10) ►2 24 36 12 24 'MINIMUM ASTM A653 GRADE 33 STEEL STRAP. 4FOR JACK RAFTER UPLIFT CONNECTIONS, USE A ROOF SPAN EQUAL TO 2TABULATED CONNECTION REQUIREMNTS ARE BASED ON TOTAL UPLIFT MINUS THE ROOF DIAGONAL BOARD SHEATHING RAFTER SLOPE RAFTER SPACING (IN.) RF1aIlfIRM NNW OF tin CCR1flOPl 0R.an lxsee NAILS PER l#M TWICE THE JACK RAFTER LENGTH. THE JACK RAFTER LENGTH INCLUDES THE A55EMBLY DEAD LOAD OF 6 PSF (0.6 x 10 PSF = 6PSF) i"x6" OR I"x8' 2-SD 2-IOD PER SUPPORT JM " " OVERHANG LENGTH AND THE JACK SPAN. 3-8D 3-IOD PER SUPPORT ' TABULATED CONNECTION REQUIREMENTS ARE BASED ON A 12 INCH RIDGE CONNECTION I"x10" OR WIDER 12 3 5 8 3 6 9 EXPOSURE 'B' - STANDARD RURAL AND SUBURBAN LOCATIONS SPACING, FOR DIFFERENT RIDGE CONNECTION SPACING, MULTIPLY THE TABULATED VALUES BY 3:12 16 4 7 10 A 8 EXPOSURE 'G" - ANY LOCATION WITHIN 1 MILE OF COAST LINE THE APPROPRIATE MULTIPLIER BELOW: 3995 Wells Ave CEILING SHEATHING Iq.2 4 8 12 5 10 14 RIDGE CONNECTION SPACING IN. 12 16 Iq.2 24 48 24 5 10 15 4 12 18 Southold, New York GYPSUM WALLBOARD 5D COOLERS 5D COOLERS 7" EDGE/ 10' FIELD 12 3 4 6 3 5 7 , MULTIPLIER I.00 1.33 I.60 2.00 4.00 WALL SHEATHING 16 3 5 8 3 6 9 FOR JACK RAFTER UPLIFT CONNECTIONS, USE A ROOF SPAN EQUAL TO TWICE THE JACK RAFTER S.C.T.M.# I000-70-4-I 4` 19.2 3 6 9 4 7 11 LENGTH. THE JACK RAFTER LENGTH INCLUDES THE OVERHANG LENGTH AND THE JACK SPAN. 24 4 8 11 15 9 13 1 REVISIONS STRUCTURAL PANELS BD IOD (SEE TABLE 3.11) 12 3 3 5 3 4 6 07-03-2022 Site Plan updated with I.A. FIBERBOARD PANELS 5t12 16 3 4 6 3 5 7 O System to be within SCDHS Standards 11 GA. GAL. ROOFING NAIL _ 19.2 3 5 7 3 6 9 1/2" (0.120'xl-1/2"LONGx7/16"HEAD} 3" EDGE/ 6' FIELD 24 9 6 9 4 7 11 O P P n II GA. GAL. ROOFING NAIL 12 3 3 TABLE 3.4A 0I-IS-2023 Site Plan updated as per �'�2 (0.120"xl-3/4"LONGx3/8"HEAD) _ 3' EDGE/ 6' FIELD 7=12 16 3 3 5 3 4 5 O SCDHS C Comments p p GYPSUM WALLBOARD 5D COOLERS 5D COOLERS O4-27-2023 Site Plan updated as per 7" EDGE/ 10' FIELD 19.2 3 4 5 3 SCDHS Comments 24 3 5 7 3 5 8 RAFTER/CEILING JOIST TO TOP PLATE FASTEST MILE WIND ®Administrative Information added as per HARDHDARD 8D SD (SEE TABLE 3.11) SPEED (MPH) Administrative Amendment for Trustees PARTICLEBOARD PANELS (SEE MANUFACTURER) 1 3 3 3 3 06-I4-2023 Site Plan updated. DIAGONAL BOARD SHEATHING SD SD 9.12 1q.2 3 3 4 3 4 5 LATERAL AND SHEAR CONNECTION 5 p n " n " 2-BD 2-8D 24 3 4 5 3 4 6 REQUIREMENTS Resubmission to Town Trustees 1 xb OR I x8 PER SUPPORT 120 130 140 O 09-0I-2023 Revised BuildingSet I"x10" OR WIDER 3-SD 3-8D PER SUPPORT 12 3 3 3 3 3 3 12:12 Iq.2 3 3 3 3 3 4 NUMBER OF 8D COMMON NAILS OR IOU WX NAILS(TOE-;JAILED) 7 I0-0I-2023 Revised Building Set FLOOR SHEATHING 24 3 3 4 3 3 4 RAFTER/CEILING JOIST WALL HEIGHT (FT.) REQUIRED IN EACH RAFTER AND/OR CEILING JOIST TO TX SPACING (IN.) PLATE CGNNECTIGN'AM ®09-09-2024 Revised Permit Set STRUCTURAL PANELS 'HEEL JOIST CONNECTIONS ARE NOT REQUIRED WHEN THE RIDGE 15 SUPPORTED BY A LOAD BEARING WALL, 8 2 2 3 O I" OR LESS BD IOD 6" EDGE/ 12' FIELD HEADER OR RIDGE BEAM DESIGNED TO RES15T THE APPLIED LOADS. 12 10 2 2 3 O WHEN INTERMEDIATE SUPPORT OF THE RAFTER IS PROVIDED BY VERTICAL STRUTS OR PURLINS TO A LOAD GREATER THAN 1' IOD 16D 6' EDGE/ 12' FIELD BEARING WALL, THE TABULATED HEEL JOINT CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE REDUCED O DIAGONAL BOARD SHEATHING PROPORTIONALLY TO REDUCE IN SPAN. 16 8 2 3 3 ' EQUIVALENT CONNECTIONS ARE REQUIRED FOR CEILING JOST TO CEILING JOIST LAP SPLICER 10 2 3 3 1"X6" OR IIXB" 2-81) 2-10D PER SUPPORT ' TABULATED HEEL JOINT CONNECTION REQUIREMENTS Do Not INCLUDE THE ADDITIONAL WEIGHT OF CEILING O I'x10" OR WIDER 3-8D 3-IOD PER SUPPORT A5;EMBLY 24 8 3 4 5 TABULATED HEEL JOINT CONNECTION REQUIREMENTS A55UME CEILING JOISTS OR RAFTER TIES ARE O ' NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" ON-CENTER AT THE PANEL EDGE. ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING 15 LOCATED At THE BOTTOM OF THE ATTIC SPACE. WHEN CEILING JOISTS OR RAFTER TIES ARE LOCATED NIGHER 10 3 4 5 REDUCED. FOR EXAMPLE, IF WALL SHEATHING 15 NAILED 3 INCHES ON CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENT FOR STRUCTURAL IN T14E ATTIC SPACE, NO ATTIC STORAGE 15 ASSUMED, AND THE TABULATED HEEL JOINT CONNECTION 'PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.4. O MEMBERS SHALL BE DOUBLED, OR ALTERNATIVE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. REQUIRFI1ENT5 SHALL BE INCREASED BY THE FOLLOWING FACTORS: CEILING HEIGHT/ TOP PLATE TO RiDGE HEIGHT ADJUSTMENT FACTOR O ' WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-I6D NAIL PER FOOT. 1//2 .0 AND CEILING CEILING JOIS JOISTS ARE INSTAL EQUAL OR LED PARALLEL T XCEED THE RAFTERS, THRE SUM OF O F T1 ILS Q TOENAILS IN THE RAFTER ED 1/4 1.33 O 1/5 1.25 1/6 im 'TO AVOID SPLITTING, NO MORE THAN 2 TOENAILS SHALL BE INSTALLED IN EACH SIDE OF RAFTER OR O 1/10 1.1I CEILING JOIST WHEN FASTENED TO A 2x4 TOP PLATE OR 3 TOENAILS IN EACH SIDE WHEN FASTENED TO A 2x6 TOP PLATE O WHERE TOP PLATE-TO-RIDGE HEIGHTS EXCEED 10', THEY SHALL BE ADJUSTED AS FOLLOWS: WALL HEIGHT 8' 10' TOP PLATE TO ADJUSTMENT FACTOR SEAL RIDGE HEIGHT (FT) 10, .00 15' 1.50 125 ,��R ARC+ SGIRDER IZES # STTEE pEPLANS FOR ;TW� 20' 1.40 1.50 �� @ 5rgBAYS np�� MODEL# PBS44 REF# AC4 QtowALL � (UPLIFT 1815 LBS), MODEL# ozs'-q�, t� O¢ PBS66 (REF# AC6) (UPLIFT 1615 OF N'v LB5) SEE PLAN FOR SIZES. ,1______4X4 ACQ POST, 6X6 ACID Copyright 2,023 STROMSKI architecture,p.c.All rights POST. SEE PLAN FOR 1 1/2' SPACING reserved.The Architect reserves the right to reproduce this ALLOWS 14OLDDOWN design in itv entirety or any portion thereof.Unauthorized SIZES 4 TYPE, alteration of these documents is a violation of the New York INSTALLATION ENDWALL OI OCXIAIG State Education Law.These drawings and specifications are MODEL# PA44 (REF# an instrument of service and are the property of the Architect. AB44), MODEL# PA66E other project, drawings a ceepd by written specifications are not to be used hi any (REF# A66E) SEE PLAN a other ro ect,except b written ermission of the Architect. FOR SIZES. CORNER STUD CONNECTED t0 TRANSFER SHEAR PROJECT NO. 20-AR036 'AD55' USP CONNECTOR WITH I I 5/8" DIAMETER ANCHOR BOLT SCALE As Noted HATE 8/3/2021 1 GRADE AND (2) 3/4" CARRIDGE LAST Two I : BOLTS. SEE FOUNDATION PLAN 8AT5 DRAWN BY WP CHECKED BY RS �. AN FOR LOCATIONS \�2-I6D COMMON NAILS AT FRAMING . 6" O.C. TITLE a 5/8" DIA. ANCHOR BOLT WITH 10' MINIMUM EMBEDDED LENGTH INTO CONCRETE Tables, .O�sTs •a Schedules and. 0 .. :aa \_&=1W1 JDiagrams AT J) FE C I E a SECTION A-A 1 SHEET 0 2021 C� - ' n Southofa fown _. TYPICAL P05T SECTION Scale: 3/4' = 1'-O" 2 CORNER HOLD-DOWN Scale: 3/4" I'-O" TYP I CAL FLOOR AND ROOF BRACING Scale: 1/2 Board ofTm�tees FRAMING AND CONNECTOR DETAIL SEE FOUNDATION PLAN FOR LOCATION AT END WALLS BUILDING LOT COVERAGE: HOUSE t GARAGE: 2,445 SQ.FT STORM WATER CALLS: MGDONALD GE05CIENCE ~ o TOTAL LOT COVERAGE: 3,995 SQ,FT ON JUKE 6TH 2O22 PROPOSED DECK (INCLUDING: DECK STAIR E POOL): 1,381 SQ.FT 2" RAINFALL / 12 ` 0.1666 , 3,9% X 0.1666 - 665.81 SQ.FT OF STORM WATER TO BE COLLECTED <A�\�� e SURVEY OF PROPERTY IX WOOD DECK) 245 SQ.FT 10 DIA POOL. AREA PER FOOT - 68.42 SQ.FT MIXED SAND a LOAM e ON EGRESS � � x`'` FRONT PORCH: 100 SQ.FT t 0 w a 665.81 5Q.FT/68.42 5Q.FT - 9.73 FEET OF DEPTH REQUIRE) \R� �r �7-r �,-r EGRE55 STAIR: t14 SQ.FT � � 2,0' ( N� LINE EXISTING +J I1 UA T L r 1 PROVIDING (3) 10 DIA. X 5 TALL RINGS - 15 FEET OF DEPTH ..k..,,._..._.,, y .. .. ._I.. _�,.•� DRIVEWAY TO BE eJ EXTRA CAPACITY SUFFICIENT FOR POOL BACKWASH DROWN SANDY SILT ML :. • ► J J J 1 [ 4J L l 3 9% SQ.FT/22 OR9 SQ.FT".1807 -18.Ix 3.01 x_ .� ... ..,..,.....� 1 SQ.FT GRANUEDVEL LOT DEMOLISHED Yarchitecture, , ° ;� LOT+CENEF2A6E 16 - -°�="° 'Y TOWN OF SOUTHOLD ZONING USE DISTRICT MINIMUM LOT SIZE MINUMUM LOT WIDTH a �x " "' AT FRONT STREET OF GRADING AND (SQUARE FEET) �l X'�'Y GROUND DISTURBANCE pp TEST HOLE \y '1 s� Q SUFFOLK COUNTY, NEW Y O R K (F ) P.O.BOX I254 JAMLSPORT,NY 11947 tt�? E LOCATION: ELEV 15,3 w ` g v v I , PHONE 63I 779-2832 FAX 3I PROPOSE S.C. TAX N o. 1 0 0 0•-7 0--0 4-'01 RESIDENCE DENCE R-4o 40 000 150' c ) cb )779-2833 J33 x` /��Yiap��R- -- r� ''l ' �EH �;K�: -L MAPLE TREE PROVIDED 22 099 100.0' 6 V �w Y Z y 6 r� HE C C 31 ,. _ '. . SCALE 1 "=2 0' BRowN t PALE BROWN 1 l ;,-' , � � . z;: =•f�»_••. � . E1N= SAND SP � 1 l { A P R I L 2 7, 2 O Z O DISTRICT HEIGHT OF BUILDING MAXIMUM NUMBER 1 LOCATION P ZONING USE DIS ICT MAXIMUM LOT COVERAGE MAXIMUM Q� I'''" ' ,x Cr (x) (FEET) OF STORIES SEP 3 0 202A WATER LINE �Y DECEML3ER 12, 2022 UPDATE SURVEY pow I TO REMAIN, "�' " ' ��. 1 :' »: : -: AREA - 22 099 sq. ft. RESIDENCE R-40 lox LINE OF GRADING AND 35 2 IJ2 (To euLr<HEAIa Q.507 ac. Town _ PROVIDEp 19.9x 23'-I"+/- 2 SoabofTrustees GROUND DISTURBANCE & TIE LINE) PROPOSED ABOVE I �RN4,AD W ffCp.�`•" •� 1 •,��"��:��:,'�:»:.:�:�: Q °GROUND PROPANE TANK MINIMUM I :1• " ~w:. E TNER SIDE - -- ANK ~ _ F ;t' d h• ZONING USE DISTRICT ( ) MINIMUM COMBINED(F� FOR YARD DEPTH (FEET) YARD DEPTHIMUM I(FEET) LINE OF EXISTING YARD WIDTH FEET H SIDE YARDS MINIMUM FT14 ( tJ , � CERTIFIED T4: 14.6 �. DETACHED GARAGE • \ `,, FE x ''• \ OUTLINE OF � •w• 1,. ION ZUHOSKI RESIDENCE R-40 15 35150 501WATER IN PALE BROWN MAPLE TREE cry° .' / 1 PROPOSED A•1-1•f�HID = TO BE DEMOLISHED STICKS AND STONES OUTDOORS LLC FINE SA�p 5P pL dN 17,0 EXISTING SANITARY ',, p00L GARAGE ADDITI „_y,_ Ep FUTURE PROVIDED 7.8' 32.8' 26.5' 75.5' SYSTEM TO BE ADVOCATES ABSTRACT, Inc, ERATOR LOCATION ABANDONED AND O , x rs: z�h F 3.^' STEWART TITLE INSURANCE COMPANY REMOVED IN O, X-, '= FARM CREDIT EAST, ACA ACCORDANCE W1114 4 SCDHS STANDARDS x'` p _,LP1 �- SITE DATA NOTES a. 1. THE OWTS SHALL BE MODEL CEN-5 MANUFACTURED BY FUJICLEAN USA. Proposed Additon/Alteration 13 FUTURE EXPANSION_ LP2 h�N e, •� _ u+ JVOT,�'S * DATUM = NGVD 1988 2• THE DESIGN ENGINEER, FUJICLEAN USA REPRESENTATIVE, AND SCDHS For' \ *Ole S co ,afl ' ' 1. LOT NUMBERS SHOWN THUS: LOT REFER TO * REPRESENTATIVES SHALL OBSERVE THE INSTALLATION OF THE OWTS AND PROPOSYSTEM as N PLAN OF LOTS OWNED BY GEORGE H. WELLS DEPTH TO GROUNDWATER IN AREA OF LEACHING POOLS = 13 FT LEACHING SYSTEM. APPROVAL FROM ALL THREE PRIOR TO BACKALL. NNTeIIS Ave t �k , FILE IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY * NUMBER OF BEDROOMS DESIGN EQUIVALENT = 4 3. THE SYSTEM START UP WILL BE COMPLETED UNDER THE DIRECT SUPERVISION 4 MH CONTROL PANEL µDE 1�Q05 ON NOVEMBER 28, 1927 AS FILE N0. 859 ( ) OF A FUJICLEAN USA REPRESENTATIVE. x VENT �, BLOW S�oR� �1tP t� * MINIMUM REQUIRED I/A OWTS CAPACITY = 440 GAL Residence L 1 a 2. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM -- �..1 ? y * PROVIDED I/A OWTS CAPACITY = 500 GAL 4. AN EXECUTED C'PERATION AND MAINTENANCE CONTRACT BETWEEN THE PROPOSED y 3 123 f3.9 EXISTING ELEVATIONS ARE SHOWN THUS:xx MAINTENANCE PRO✓IDER AND PROPERTY OWNER MUST BE SUBMITTED TO THE a MAPLE TREE ` y m BASEMENT EGRESS STAIR a a EXISTING CONTOUR LINES ARE SHOWN THUS: X- - �' .�X * LEACHING SYSTEM REQUIRED = 300 SFSWA SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES (SCDHS) PRIOR TO ' W/ DRYWELL BELOW a- / �"c 100' OFFSET LINE OF EDGE EFL. - FIRST FLO(?R * APPROVAL OF THE I A OWTS REGISTRATION BY THE SCDHS IN ACCORDANCE `'� LEACHING SYSTEM PROVIDED = 300 SFSWA / TIDAL WETLANDS AS PER G•F. _ GARAGE FLOOR WITH ARTICLE 19 OF THE SUFFOLK COUNTY SANITARY CODE. k-t TOWN TRUSTEES r. B. - TOP OF BULKHEAD EXISTING t PROPANE TANK ,.. o/ S JURISDICTION B.B. - BOTTOM OF BULKHEAD yT �{ x a t,• �� T.14' - TOP OF WALL NOTE: ALL CONDUITS BETWEEN PANEL AND 'l 0 BE REMOVED ; 9 ,:4 F r ✓ PROPOSED 48' \ 1 B.w. - BOTroM of WALL TANK MUST BE SEALED TO PREVENT GAS a PROPOSED 48" 2R 3 s x HIGH FENCE HIGH FENCE yoo/ �+"� LEAKAGE INTO PANEL.PROPOSED � PROPOS® �: �) % SITE LEGEND FOR WIFI COMMUNICATION DEVICE; CONCRETE PAD F ' 7 '14'-0" X 32'-0' POOL EQl11Pt°1ENT � ' � �� , _,.;_0 � P00 'PROPOSED MASONRY USE ALARM/CONTROL PANEL MDL#1045040 ,. _ � POOL DECK CONTROLLER "C" MFG BY SJE RHOMBUS }a. (16.2' F.F.E) a 8' DIA X 8' X � SANITARY RING ALARM/CONTROL 3995 Wells Ave v- `` > ;, ,A,z>, !` 75 OFFSET LINE OF EDGE PANEL MDL#1041972 METER Southold, New York TIDAL WETLANDS CONTROLLER A INCOMING SERVICE PLANTING BED WITHIN 8' DIA X 8' MFG BY SJE RHOMBUS S.C.T.M.# I000-70-4-I L.P.2 PROPOSED - >3 RETAIN WALL SANITARY RING CONTROL PANEL MOUNTED ON MASONRY STAIR =,��,x i^ - _ x TO GRADE - ps 4 ` ¢ PROPOSED TULIP TREE 0 4"x4" PRESSURE TREATED DEDICATED . , " CZR5. Ito 9,4 �Qr TQ�BE D DUG 15 AMP BREAKER ' REVISIONS WOOD POSTS PROPOSE 48 �� PROPOSED DPYWELL 07 03 2022 Site Plan updated with I.A. HIGH FENCE �0 6E ` c ''r 10' X 5' WITH HIGH 120V AC, 10, 60HZ, 15 AMP POWER SUPPLY O System to be within SC13I IS Standards RETAINING WALL x9.7 LINE GRADING AND " %£ "/ E �� INSULATED C #12-2 AWG WITH GND IN 1" PVC CONDUIT 0I-I5-2023 Site Plan updated as per g MAIN O NYSDEC Comments ' 9.� �/ AIR WEATHER SERVICE PROPO:` x- GROUND DISTUREIANGE 04-27-2023 Site Plan updated as per y 3�\ O e;w'yr EXISTING TREE TO BLOWER PANEL i . O SCDHS Cornrnents "✓✓,GINKGO TREE TO rR' tJ BLOWER ESISTANT p �S BE HAND DUG STAY •- ��r;•.a/` ENCLOSURE O LDLTd RETAINING r' Y- - ~~ �• 1P. I WALL TIER �% - _ �` 6 N ��' FIN. GRADE I HARDWIRE ', ,,y hh _ v w i p5 O e• O PROPOSED CUT- GINKO TREE ELECTRIC SUPPLY _ TO BLOWER OTO SURVEY INFORMATION PROVIDED BY: PROPOSED If f x �J Y SPLICE BOX FUJICLEAN OWTS _ O f f a PROPOSED AIR LINE TO GROUND SJE RHOMBUS AIR BLOWER NATH TAFT CORWIN I11 GINKGO TREE i J -' NaF U J,s �, TULIP TREE LECTRICAL SUPPLY FUJICLEAN OWTS CONTROL O LAND 5URVEYOR TO BE HAND DUG 'r ti 1 ,--F ' g ," �� oar , ;, � R PANEL 0.31)727-20"10 EXISTING ` ' �� ! ! N "��^ ` CONTROL PANEL & BLOWER O 15% MAIN ROAD LOCUST TO STAY SCALE: NTS ELECTRICAL ONE-LINE DIAGRAM .JAME5PORT NY I1947 t s. ' ' / s`' `'I PROP05ED O SURVERY DATED: DECEMBER 12 2022 �S ` y I 1 I ��, ,+ 4� II IIp° MAPLE TREE SWEET AIR VENT CAP ,_ �,/• � `, � � � / '� s� 's<:: MFG BY TUF-TITE ALL .SURROUNDING PROPERTIES tJ �•f ' I / �� Dc� P ``>' SW PROPOSED (3' MIN FROM ANY WITHIN 150' ARE ON PUBLIC WATER. x ''� ;;� y� `& S NO WELLS ARE BEING USED FORA EXISTING ti �. '� �x �I ¢ '' TREE DOOR OR WINDOW) O i RESIDENTIAL WATER SOURCE. MAPLE TO STAY 4 t ` 'A.5 1 LA ��'' " 51-01 PROP05ED FENCE 0 EXISTING `kn ,` t , �, ` ' W i (r\ PIUNG 4" PVC 0 4" PVC 0 4" PVC 0 I MAPLE TO STAY x y�, \ \ `� 1 . _� �" O 1-1/2 STORY 2.00% MIN. 1.00% MIN. 1.00% MIN. O 1= , ` FRAME HOUSE RISERS & COVERS \ � WITH SAFETY LIDS LOCKING x\\� \! , (4 4FFELR1 5.6OS) z MFG BY TUF-TITE OR CASTING TO O ` � � APPROVED EQUAL GRADE O PIUNG t� EL=14.5 RIM=14.0 RIM=14.0 EL=15.0 PRECAST TOP PROPOSE __r CONC. COVER SLAB GINKGO TREE x, _� SEAL TO BE HAND DUG 1 �\ 4.2 x-1.4 WOOD DOCK 4UNG 1E=11.70 IE=11.33 D 4 HOLE . !IE=11.18 IE=11.02 (.tARCwAu< \, '\ a y'` CONNECT 3" PVC VENT LIN E=11.50 c�'t;" ST y/ Y TO VENT HOLE IN OWST 4:-0" C7� 0 R0%r ` R., � � + w SEE DETAIL FOR � s � x l cr - OWTS COMPONENTS 4' DIA. DISTRIBUTION LIOX PIUNG PROVIDE CLEAN OUT AT FACE OF BUILDING PROVIDE END CAP LEVELING DEVICE N aox Io I 1 x 3' AIR LINE TO BLOWE MDA PROVEDFEQUA FORG BY TiALL OR DISTRIBUTION BOX OUTL:T PIPES 02915111 O¢� 500 GAL. I/A OWTS BOT=5.02 (}► ; y+ q MDL. CEN-5 MFG. BY FUJICLEAN USA OF N WATCH LEGEND: 01�pr,J ( SANITARY LEACHING POOL f�' a�J O./ � TOTAL OF 2 POOLS /, �, M '� 0 HYDRAULIC PROFILE 30o sFswA , Copyright. 202I STROM.SKI architecture,p.c.All rights STONE RETAINING WALL ,.a r reserved.The Architect reserves the right to reproduce this SCOUR AREA � HIGHEST EXPECTEDn GW EL=2.0 design in its entirety or any portion thereof.Unauthorized PLANTING/DRAINAGE BEDS a eJ y alteration of these documents is a violation of the New York State Education Law.These drawings and specifications are Ifs-, POOL PATIO (}► an insnvtnent of service and are the property of the Architect. (p �' ti, These drawings and specifications are not to be used on any 96 �ii PROPOSE ADDITION TO STRUCTURE A ':y '"a'f a f� other project,except by written permission of the Architect. GRAVEL DRIVEWAY rr ?..; .,` ,3 , 4.5 S 4 7 4 2 5 2 W n PREPARED IN ACCORDANCE WITH THE MINIMUM PROJECT NO. 20-AR032 0 "• !y 1 0.0 STANDARDS FOR TITLE SURVEYS AS ESIABUSHED /41 BY THE L.I.A.L.S. AND APPROVED AND ADOPTED CIO S�fi Ry�o S -7/ 5°51 '5 4" W FOR SUCH USE BY THE NEW YORK STATE LAND SCALE AS NOTED DATE 8/3/202I TITLo 1 A. A�' .A...----- DRAWN BY TLD CHECKED BY RS 't 4t• TITLE 3"W' STAMP APPROVAL AREA 1 >I SITE PLAN Seals: - 2o'-op 23'-9' TO HOUSED 8" MIN 2'-0' 2'-0' 2'-0" 6_1J PROPOSED 1 TIERED BOULDER RETAINING WALL Proposed Site SUFFOLK COUNTY DEPARTMENTOF HEALTH SERVICES PAVERS SAND BASE FIRST FLOOR 8L1rV. Plan PERMIT FOR APPROVAL_ �F Ct N;TRt3CTICiN FC�I Abandonment Of the existing sanitary System must be in -- - FOR PAVERS -- - - 16.6' _ >�c !�. SINGLE FANAILY RESIDENCE ONLY conformance with the Department's requirements. . - .:_....,...•.. . :.• . _ 16.2' Submit completard form -Q Q a5 proof 4' POURED O I�CONCRETE - DRAINAGE GRAVEL '^ E)AT 6/8/2023 .` . E J. R-22-0746 - r GRADE AISKEET w�i G r APPROVED Uvw - cll_ Design Professional's Certification Required. FC)F2 �AXlt ll)t 4 uD .C�0PAS Submit P.E. or,R.A. Certification For _ TIERED BOULDER RETAINING WALL EXPIRES THREE Y I> FROM DATE OkPPROVAL The Installation and Construction of the Sewage Disposal System UNDISTURBED OR S - 1 Use Form VVWM-073 ENGINEERED FILL 2 RETAINING WALL DE i'AIL Scale, 1/4' = 1'-0' 5-I AT POOL PATIO -� X16 SURVEY OF PROPERTY SITUATE :4 •n S OUTHOLD 16- - - � °: TOWN OF SOUTHOLD SUFFOLK COUNTY NEW YORK , X\ \ a � X -,��"�'� S.C. TAX No. 1000-70-04-01 j " \ -,6 Ln SCALE 1 =20' X 16.5 �w\'X APRIL 27, 2020 ®RRA Nj4 \s ��;v j DECEMBER 12, 2022 UPDATE SURVEY AREA = 22,099 sq. ft. RHfJ9 \ OUND \ \ X 15.4 \ a '•► .v (TO BULKHEAD 0,507 aC. MON 1 3 F n. ts.o 6 C If E - , & TIE LINE) O 'd 1 \ \ 1 x X A � v Co 1R�R 6 \ 15 4 G FL 1 L S E F 3 0 2024 CERTIFIED TO: ��o \ 15.5 \N fRAMG6 IAN ZUHOSKI X15.1 V3 GARA soutnow�own I STICKS AND STONES OUTDOORS LLC ADVOCATES ABSTRACT, Inc. O .\\\ ,\ X t5.4 \ �� 4 �BmrdofTnees STEWART TITLE INSURANCE COMPANY \ \ 15.1 4.6 FARM CREDIT EAST, ACA � x X�\ X 14.5 15.0 ON -o- \N \ y X 14.9 \> rt�i� �� 14.6 8' 14.2 _ s 14.7 X NOTES. 1. LOT NUMBERS SHOWN THUS: LOT 1O REFER TO \° \ X,4.6 ,4.9 x PLAN OF LOTS OWNED BY GEORGE H. WELLS \� a 147X ,5e �VSE ,oro � FILE IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY \�\ % ERAM1r H / ON NOVEMBER 28, 1927 AS FILE No. 859 147 X x 14.3 '0 T0- y S�OR� , 0 2. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM 3.9 y EXISTING ELEVATIONS ARE SHOWN THUS: x.x O \ °y / // o f O EXISTING CONTOUR LINES ARE SHOWN THUS: X- - - -X \ / 3 F.FL. - FIRST FLOOR \nG �• \ \ `// "jc F.FL.;6' 13.9 G.FL. - GARAGE FLOOR T.B. - TOP OF BULKHEA B.B. - BOTTOM OF BULKHEAD \ � x ` T.W. - TOP OF WALL X 1.9 \ 14.5 14.3 F 1 / B.W. - BOTTOM OF WALL \ 0/ C- / X 13.9 3O o �?^ / X 13.9 \ 4.0 X 13.3 / x /1� @ x\l �yy G$ xL \i3.2 _ - f / / /1 / /Xss \ \ 12.7 12.6 X 12.4 X X � 10.1X X 9.9 0 / 9.8 Q 9.6 \ \ I X9.7 X / /� X ° X / �^ \X 8.5 1J O X� X8.6 � �'IO 50 8.3 / / �X / �'� 5 �, CONC ;00-s, / i \ )° tV • J�� 1 9.6 I // / X 53 / / / ' �N�GGNSJ� \ I x 7.e / I W / Of RFB�Y / 1=8K o \ 1 I I x� / EDG / GN p� AL X 8.61 I / / / .0 vi9 10 4\ \ 1 I f 5.9 CID T / / 2 J �P4Q FYG�( 4 � % �� \ \\ \ \\\ I e �!o PIUNG� 10. �\ \ \ 4 \ � 50. 4) \ \\ \ \ \ 5 n X C \m \ \ \ \\\ 3.2��x e PILING �°co \ \ \ \ \ 4.6\\\\ \72\ \ \ \1.2 \ \ \ \ \ 4. - WOOD DOCK �PIUNG \ \ \ \ LK r o 3 X_Ls'� 42.0 \ 134 \ X 1 U1 x 1� " \ \ i 1 \' f rPIUNG N x (3)1 I I�I I I �- ' y' � I I IA I �. Ln 1 �P� V N e o no SCOUR AREA m CA 4-4 cO _3/ 1$ X0 X0.6 lw 2. TB TB-3X�� S 47042'52" W T8 x 15 1 0.08' PREPARED IN ACCORDANCE WITH THE MINIMUM NC. BUU(F1FAO STANDARDS FOR TITLE SURVEYS AS ESTABLISHED CO /NO RFb�fi » FOR SUCH BY THE I USE BY D DYIOjD�ADOPTED apYFq� LAND S 7 5o 51f 5 4 W TITLE ASSOCIATI`�N •NRF�g�i 14.42 �'�P.�PN�AFT''o9 , 0 o � 0. 0461 .•PJG'h� AND So N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION TI ADDITION Nathan Taft Corwin I l l TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. LS. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno LS. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSn- PHONE (631)727-2090 Fax (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 BOARD MEMBERS ��0f S0[/j�o Southold Town Hall Leslie Kanes Weisman,Chairperson ,`O lG 53095 Main Road-P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora CPS Office Location: Eric Dantes a� Town Annex/First Floor, Robert Lehnert,Jr. 54375 Main Road(at Youngs Avenue) Nicholas Planamento �COUNV I Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631)765-1809 EXTENSION DETERMINATION One Year Extension Meeting of June 6,2024 ZBA FILE#7492 NAME OF APPLICANT: Sticks & Stones Outdoors,LLC—Ian Zuhoski PROPERTY LOCATION: 3995 Wells Avenue(Adj.to Jockey Creek)Southold,NY SCTM#1000-704-1 BASIS OF APPLICATION: Request for Variances from Article XXIII, Sections 280-124; and the Building Inspector's March 1, 2021 Notice of Disapproval. Based on an application for a permit to construct additions and alterations to an existing single-family dwelling; at 1) located less than the code required front yard setback of 40 feet; 2) located less than the code required minimum side yard setback of 15 feet; located at 3995 Wells Avenue (Adj.to Jockey Creek), Southold,NY. SCTM#1000-70-4-1. DATE OF PUBLIC HEARING: May 5,2021 This appeal was originally granted, as applied for with conditions on May 20, 2021. On May 23, 2024, Robert Stomski, on behalf of his client and via email communication, requested a one year extension for area variances that had expired on May 20,2024. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The applicant shall get the necessary approval from the Southold Town Board of Trustees and the New York State Department of Environment Conservation for wetlands and bulkhead repairs. 2.The applicant shall have Suffolk County Health Department approval for the new septic system. RESOLUTION OF THE BOARD: On June 6, 2024, a motion was offered by Member Weisman (Chairperson) seconded by Member Planamento and duly carried,to GRANT,the applicant's request that the above cited determination be extended for One Year, to May 20,2025, as per Chapter 280-146 of the Code of the Town of Southold. Vote of the Board: Ayes:Members Weisman(Chairperson),Dantes,Acampora,Planamento,and Lehnert. This Resolution was d dopted(5-0). eslie Kanes Weis an Chairperson Glenn Goldsmith,President Town Hall Annex ± 54375 Route 95 A.Nicholas Krupski,Vice President i 4-' P.O.Box 1179 Eric Stpenoski Southold,New'York 11971 " Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples ,. Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use Only Coastal Erosion Permit'Application C A V I `Wetland.Perrnit Application Administrative Permit ' Amendment/Transfer/Extensio SAP 3 0 '2a24 3:. _ Received Application:. 4'-Received Fee:: _Completed Application: dQfYnstees Incomplete: SE QRA Classif cation: .Type I Type 1I Unlisted, Negative Dec. Positive Dec., Lead Agency Determination Date:. _ Coordination:(date sent): LWRP Consistency Assessment Form Sent:. s1-` '- CAC Referral Sent:.. 11. -.a A Date of Inspection: Receipt of CAC Report:_ '- Technical Review: Public earn "Held: Hi g `- Resolution• .,.4 Owner(s)Legal Name of Property (as shown on Deed) Sticks,&."Stones Outdoors LLC. ; f Mailing Address:. 27400 County Rd 48/PO Box-484'Peconic NY 11.968 631-445-5952. r Phone Number: Suffolk County Tax.Map Number:-' 1000- 70-04-01".._ P Location 3995 Wells Ave Southold NY 11971 ` roperty : :. :...- Located'on Southeast corner of Wells Avenue;and 0aklawn`ave (If necessary,provide LILCO Pole#, distance to cross-streets, and location) AGENT If appliCable Stromski Architecture, RC 400 Ostrander Avenu.re Riverhead NY.11'901" , Mailing Address:" 779 2832 P hone Number: Email 6 31- Board ,o£•' Trustees Applica in GENERAL DATA Land Area : q )iris ware feet 22,099 . : Area Zoning: R-40 •>. :3 "-= Residential single-family dwelling. k.• Previous use of ro er g Y i Intended use of property:"'Residential, single family dwelling Covenants and Restrictions on property? Yes- _®✓ No If"Yes",please provide a copy: ; Will this project require a Building Permit as'per Town Code? =Yes -nNo If"Yes",be advised this application will be reviewed by the Building Dept.prior to a Board of Trustee review A'' and,Elevation Plans will be required. 'Does this project require a variance from the Zoning Board of Appeals. Yes No `. 'If:`.`Yes',please provide copy of decision. 'kY is projec t reqpirq any demolition as per Town Code or as determined by the Building Dept.? j' Yes' ✓ No Does the structure.(s) on property have a valid Certificate of Occupancy? Yes o Prior permits/approvals for site improvements: . Agency Date Southold'Trustee Permit#4.148 4/29/1993 Southold Trustee Permit#7831. 5/23/2012. Southold Trustee Permit# 10/28/2023- ❑ •No prior permits/approvals for site improvements.' ' ' Has any permit/approval.ever been revoked'or suspended by a governmental agency?1 Nog Yes If yes,provide explanation:, .' Project lion(use attachments if necess Construct 1,302 sgft masonry patio with 448 sgft pool within the j p �'y)� <.:.:..• masonry patio.Existing 20'x12'6"wood deck to remain.Construct approx.210 sgft addition on north side of existing dwelling. "- Demo existing detached garage.construct a 730 sgft attached garage on north side of dwelling with bonus space above. Iristall'975 sgft driveway. . . Board of Trustees Applica n 4' WETLAND/TRUSTEE.LANDS APPLICATION DATA t. Purpose of the proposed operations: Expansion of single family dwelling. Area of wetlands on lot: 606 +/- square feet ? Percent coverage of lot-. 2.9 ='w' Closest distance between nearest existing structure and upland edge of wetlands: �' feet >; Closest distance between nearest proposed structure and upland edge of wetlands: , . . v feet Does the project involve excavation.or filling? ❑ No _`Yes 110 If.yes; how,much.material"will be excavated?:, w- _cubic yards t: How much.material will be filled? 9.6, cubic yards Depth of which,material will be removed or deposited: 3'. feet Proposed slope throughout the area of operations: <10/o . cut and fill method for raised patio." .E . Manner in which"material will be removed or deposited:Proposing roughly_10 yards of new rca for base of pool patio. is Statement of the effect, if any, on the wetlands and tidal waters of the town that may result by .reason,of such proposed operations (use attachments if appropriate): .tYt , We,feel that.the proposed improvements to.sanitary system would,have a positive impact,, on neighboring wetlands.' 3 1 6.1 Z20 Appendix B Short Environmental Assessment Form .Instructions for Cam letin s: . Part 1 -Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification.` ;r Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. i- 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 l -Project and Sponsor Information Name of Action or Project: Zuhoski Residence Project Location(describe,and attach a location map): 3995 Well's Avenue, Town of Southold Brief Description of Proposed Action: 1,302 sgft of masonry patio with 448 sgft of proposed pool within masonry patio.Existing 20'x 12'-6"wood deck to remain Proposed apprx.210 sgft addition/alteration to northside of existing dwelling.Demo existing detached garage. Proposed 730 sgft attached garage to northside of existing residence with bonus space above. Proposed 975 sgft asphalt driveway on Well's Ave side of property. I=F Name of Applicant or Sponsor: Telephone: 631-445-5952 Ian Zuhoski,.,.. E-Mail: �Z ..6L I�i- C'atsf�( (anfi Cam Address: _.". K 23625 County Rd 48 Citylpo: State: Zip Code: Cutchogue NY 11935 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. < T 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: NYSDEC,SCDHS, Town of Southold Trustees, ZBA, Building Department 3.a.Total acreage of the site of the proposed action? 0.5 acres b.Total acreage to be physically disturbed?, o.189•__ acres c.Total acreage(project site and any contiguous properties)owned or controlled b the applicant or project sponsor? 0"5 acres .; y PP P j P - 4. Che 111and us at occur on,adjoining an at the propq=4 action. _ Urban Rural(non-agriculture) Industrial Commercial ❑✓ Residential(suburban) Forest ❑Agriculture ✓ Aquatic QOther(specify): Parkland Page I of 4 i`= t=' 5.'"I9 the proposed action; NO YES N/A ` z ` a.A permitted use under the zoning regulations? b.Consistent with the adopted comprehensive plan? 6.Js the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? ;r 7.'7s'the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO ;YES If Yes,identify 21 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES b.Are public transportation service(s)available at or near the site of the proposed action? ✓ c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? Li 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: 10. Will the proposed action connect to an existing public/private water supply? NO YES. oaL If No,describe method for providing potable water: 4, '1 L"Will the proposed'action connect to existing wastewater utilities? NO -YES If No,describe method for providing wastewater treatment:;. ; +' 12. "a.Does the'site contain a structurethat is listed on either the State or National Register of Historic INO.' YES Places? b. Is the proposed action located in an archeological sensitive area? ✓ i 11 a.Does any portion ofthe site of the proposed action,or lands adjoining the proposed action,contain :'NO_ YES wetlands or other waterbodies regulated by a federal,state or local agency? b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres:, . r 44. ntify the t'pic bitat types that oc n,or are likely to be'found on tl roject site. Check all that apply: ✓ Shoreline Forest Agricultural/grasslands LJ Early mid-successional ✓ Wetland Urban ✓ Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats, listed NO YES by the State or'Federal government as threatened or endangered? ✓ 16.is the project site located in the 100 year flood plain? NO. ' .YES 17.Will the proposed action create storm water discharge,either from point or non-point sources? PNO If Yes, a Will storm water discharges flow to adjacent properties? ❑✓ NO DYES ❑✓ ?; b.Will storm water discharges be directed to established conveyance systems�ff ang�- -p drains)? .F-. uy If Yes, briefly describe: ✓ O ES Page 2 of 4 3 , 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)? If Yes,explain purpose and size: 1 19.Has the site of the proposed action or an adjoining property been the location of an active or closed P P J g P P-h' NO .YIts- solid waste management facility? If Yes,describe: ❑ G 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO .YES completed)for hazardous waste? If Yes,describe:. I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor name:,.. _.. Date:.- 1: Signature: Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all ofthe,following questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsoror otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large , impact impact may may i 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? }r. 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 K71 ❑ establishment of a Critical Environmental Area(CEA)? S. Will the proposed action result in an adverse change in the existing level of traffic or a affect existing infrastructure for mass transit,biking or walkway? 3 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? S. Will the proposed action impair the character or quality of important historic,archaeological, architectural or aesthetic resources? a' 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 16111 No" small tolirge impact, Ampac t R;_ }t may` May—_ 66cu r" f-,'Occur 5 .................PA -I 0.;Will the,proposed action result'in an' inctdAse.iiAhe'-'pot ent a,Ierosion,' floodi,n g,_o_r, J:: drainagesz I 0? 1,1 Wi I I"the sed:acificreatedardo;envir6nf6raF6sour66Mofhufiahealth?-pi -e iri�iiqi,'d,significhncg.-The Lead.Agency,is responsible for,thi coi4ietion, e-!very rt'�'__ .t �rni., in Pak,2 arge impaidt'mneed,question Aamai answered!!m6d6rate to I av 6cdue'.-,or:if thereis.a to'explain*hy-a'partjculq element of the proposed action-may or will Mot result iniwsignif6nt ' � , 1 . '' ' ' ' �avers`eenviri`o`n'me ntal p ease comp lete ete art-3 �. Part 3"sh6uld,jn sufficient detail,jdenti6theimpact,jn'cludiig any measures or design elemen6'thavhjkv6leenircludedi the ptoiectspons�to,av�id 6r,redtceinipacts.'Part 3�ho�id alsb,expltin howthe-lead-agency determined that the impact significant: or Will.,nof may �-�h potential impact y.. bsignificant: .t be assessed considering is setting pro a i ityp occurring, ,y fii scope., d`inagnitudd..,.,Als.6 p6nsiderlhe,p6ten or.s orwi: '16ng-:term,,1hd c urriulati )mpacts'.b' 2i w. 0 d is. ox'I -you �b Cfi6ckjfi 'b ""h"we determined', i isidon i&rmAik�n"d analysi's"Above-,,andocumentation" that e propose 16 an h' h d n,,may_,resultin one or more potqntiallylarge�&siggifi6ipt,pav'er'se-i"mpacts and dhvironiben.tal'i.mpa'ct statement is required. Check this'b&:k1fyou have determined,based on the -ariy suppqft;rig,doctimentatik', -fibt'resUlt iti any signi ic thavilie-pro6bsed>action wil fi dnt adverse environmental impacts. ,R Town of_SoU1hO1d7-Board TrUs '7777777=, President Wv� P r i n f_dfTy,p N ai onsi e me.6..._esp �ib k7off -A�e—nc""t `-`�TitlJ f 'Y S ignature;:ofRtis'66iisible-Officer in-Lead Agency: Sig6AtuF6'of Preparer(ifdiff6ieni*,fir''om'-R'esi)6nsib]6,.Oftf6-er D _PRINT`�, Page'4 of 4 --bard of '.T`rusaei - —Appliaai ` n Y �r AFFIDAVIT - ...M.:...� ,_. . -- . INGWDULY SWORN�„F DEPOSES-AND AFFIRMS THAT HE/SHE-IS THE-APPLICANT'FOR THE ABOVE DESCRIBED Mi-;PERT(S)AND.THAT�AIIL7STATEMENTS'CONTAINED-HEREIN ARE TRUE TOTHE-BEST OF HIS/HER KNOWLEDGE_AND..BELIEF; THAT ALL WQRKWILL-BE-DONE-IN THE:MANNER,SET".FORTH-IN:THIS APPLICATION AN6AS MAYBYAPPROVEDBY THE SOUTHOLD TOWN.BOARD OFITRUSTEES. THE:APPLICANT AGREES TO HOED THETO VVN OF:SOUTHOUD SAND:THE BOARD OF TRUSTEES.HARMLESS AND`F.REE:FROM-zANY AND ALL DAMAGES z.. i. AND� IM8AMSINGLA :UNDER OR BY vIRTUEtQF,SAID;rPERMITMS), GRATED. IN COMPLETING THIS APPLICATION;I HEREBY AUTHORIZE'THE 'r TRUSTEES;THEIR AGENTS) OR REPRESENTATIVES,�INCLUDING�THE CONSERVATION ADVISORY COUNCII,,TO-ENTER ONTU'MY'PROPERT ,T 0 : .; INSPECT THE PREMISES IN CONJUN.CTIONA.WITIi THIS:APPLICATION,.. Q ti INCLUDING"A-FINAL"INSPECTION " �I-FURTHER,AUTHORIZE THE,>BOARD�OF :5 TRUMPSTEES T.OPENTEXONTO MVPRO'PROP AND AS REQUIRED TO INSURE' COLIANCE WITH ANY CONDITION OF ANY'WETLANWOR'COASTAL',. . ARD EROSION PERMITISSUED:BY:THE BOw r .rF; TRUSTEES�� URING�;THETERM-� OF:THE.PERMIT. 26 Si nature af' o e' Owner; 4Si nature:.of Fro ert .Ovr+ner: p y 4? s._'. I i�L SWORN.T-O:BEFQRE''ME�THIS,'._::. DAY',OF:.'.. :2U Notary Pub1`ic- BARBARA H.TANDY Notary Noblic,State * 8Of 6 1owNb Qualified In Suffolk County CE_is Zad Commission Expires 9 .. APPLICANUAGENUREPRESENTATIVE ' TRANSACTIONAL DISCLOSURE FORM TWTown-of S �hold'. Code"of E h' ro ibi 'fl' of inters t on wn officers anal em`lajSgs.Thb §6bf' _ th' f6rm,is to prvoyi&information which e t of ibl cts o an w it `take wh everaa' ciis: ��.=: • cess to:ayoid s _.... _. .. ... . ., _ _. YOUR NAME: ' (Last name;first name,.iiddle initial;unless you are applying in,the name of someone else or other entity,such as a company.If so,indicate-the other person or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building , Variance VeTrustee Change of Zone Coastal Erosion _ Approval of plat Mooring Exemption from plat or official map Planning Other (if"Other",name the activity.) Do you persi3rially'(or.:through your company,spouse,sib ling;,'parent,-or child)heve a relationship.svith'any,officer or emoloyen.; of the Town'of Southold? "Relationship"includes,by blood,marriage,or business interest.:"Biuiness interest"means a;busiiress, �. n . including'a partnership;in,which the town officer-or emolpyee has even a partial ownership of(or,employinent by)a corporation .. . u in which the(awh officer or employee.owns more thari.5p/m of tl" .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 Aj through D)and/or descr(be in the space provided. The town officer or employee or his or her use,sibling, arent,or child is check all that apply): � &P ( PP Y): ' LIA)the owner offgreater.than %of the,shares of the corporate stock of theapptictinc,• fl (when the applicant is a'corporation); B)the legal or beneficial owner of any interest in a non=corliorate entity.(when the applicant is not a corporation); G?an officer;director,partner,or employee of the,applicant;or D)the actual applicant. ' DESCRIPTION OF RELATIONSHIP fpr [ Submitted this // day of i"t✓P/ 20.9 V, Signature.. oa. _ Print Name 434— 2vkorA, x` Form TS 1 %Oard of Trustees Applicafi PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NAME & SCTM#: NAME: ADDRESS: 0A� ��o, 70 - 3- a 70 - 5- - 7o STATE OF NEW YUKK COUNTY OF SUFFOLK , residing at , being duly sworn, deposes and says that on the day of , 20 , deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite their respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office located at , that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. Signature Sworn to before me this Day of , 20 Notary Public Board of Trustees Application PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NAME & SCTM#: i q 7 1`C�S NAME: ADDRESS: Carol M alon ec F0 13ox S5 g Sou-I c)(d N4 l l q cwI (rW► awi zrv. "fry- q Caryl te- -Pelvt Mqhalo Cal Ny 077jj Self 12vS a CVn Oct Ulm min Jbckaq cr6K- D(Z:t y.e- S@AD1cl N4 1 �lq�lt Pe4 ffh'%�e I�i atr,�r•P Z .3 Td L 4"\ S,)' 14\0 C13' 13roDy p Ny STATE OF NEW YORK COUNTY OF Gw� SUFFOL�K^Y I Ue i We�l��'1^ , residing at �� I �I Crte lC- P62-1\)4�_ CI `-1 , being duly sworn, deposes and says that on the 5 day of ��J(L , 20j_q, deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite their respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold;that said Notices were mailed at the United States Post Office located at that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. 5+h Sworn to before me this ignature Day of (mac , 20 a' Lc p�. C E I M�Q k -�n Of I I i 1--e A- R DEC 5 2024 Notary P is Q TRACEY .DWYER SoUtholdTown NOTARY PUBLIC,STATE OF NEW YORK Board of Trustees No.OID%163o69C0 titj!d..IFIED IN SUFFOLK COUr i Y ...,...nea�nni EXPIRES JUNE 30.$v a�P U.S. Postal,Service'" o Postal CERTIFIED•. Only CERTIFIED RECEIPT o ■ ■ m O, Domestic Mail Only 1:0 For delivery information,,visit. Ln Certified Mail Fee tir r e t Ot m `$4.t!.,i '`i..6 IIiL} aV � � ° il' p' $ :�ti4>� ].. m Certified Mail Fee4.�'c - a'•: ) ff�.`r r m Extra Services&Fees(checkbox,add fee e p te) ;' q`,' p— $ 1 y . f ❑Return Receipt(hanicopy) $ `y. 'a-�'r', m Extra Services&Fees(checkbox,add fee as4pp alai' j• IL ❑Return Receipt(electronic) $ I.i.1�. po�}m _ i 1° f O FZTC ❑Return Receipt(hardcroPY) $ ❑Certified Mail Restricted Delivery $ i1 I_fii I DEC ^ ere1"�4 ru ❑Return Receipt(electronic) $ i)_1-ii I c1. Postm8ilC 'I 0 ❑AdultSignatureRequired $ its_ ;� f C ❑CertifiedMailRestrictedDelivery $ ❑Adult Signature Restricted Delivery$ '' {� ,�',� ! 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Glenn Goldsmith,President �rSUFFO(, �=_ Town Hall Annex o �G A.Nicholas Krupski,Vice President 54375 Route 25,y� ��, Eric Sepenoski '` ' P.O. Box 1179 h;y � Liz Gillooly �- "' Southold,NY 11971 � o e ��: Elizabeth Peeples �'�701 �yo�,.:-� Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD rE I V E '€--------------------------------------------------------------- �:In the Matter of the Application of 1 1 2024 STICKS & STONES OUTDOORS, LLC L Southold Town COUNTY OF SUFFOLK Board ofTnistees STATE OF NEW YORK AFFIDAVIT OF POSTING DO NOT COMPLETE THIS FORM UNTIL THE POSTING HAS REMAINED IN PLACE FOR AT LEAST SEVENDAYS PRIOR TO THE PUBLIC HEARING DATE— COMPLETE THIS FORM ON EIGHTH DAY OR LATER I, 1�1.�0 A Vl ( Y , residing at/dba 150 Mil MU- -Do e being duly sworn, depose and say: That on the' I day of PecQ mbRA,- , 20Aq, I personally posted the property known as S l CK�S 3 Spa LLC_ by placing the Board of Trustees official noticing poster where it can easily be seen from the street, and that I have checked to be sure the noticing poster has remained in place for a full seven days immediately preceding the date of the public hearing. Date of hearing noted thereon to be held Wednesday,December 18,2024. Dated: A,, -. ae. - . (signature) Sworn to before me this CONNIE D.BUNCH day ofL\P-0-20 away Notary Public,State of New York No.01BU6185050 Qualified In Suffolk County a, Commission Expires April 14,2DD�- Notary Public ('a� -- OF HEA ING NOTIC 'L. NOTICE IS HEREBY GIVEN that a Public Hearing will be held by the Southold Town Board of Trustees at the Town Hall, 53095 Main Road, Southold, New York, concerning this property. OWNER(S) OF RECORD: STICKS & STONES OUTDOORS, LLC SUBJECT OF PUBLIC HEARING: For a Wetland Permit to renovate the existing two-story dwelling; demolish existing detached garage; construct a ±210sq.ft. one-story addition with roofed over front porch, and a 730sq.ft. attached two-story garage onto north side of dwelling; construct a 1,302sq.ft. seaward raised masonry patio with a 448sq.ft. pool within the patio; masonry patio to have steps down on west side, and two boulder retaining wall tiers with plantings in between each wall; existing 20'x12.6' easterly seaward deck to remain; abandon and remove existing sanitary system and install an I/A OWTS system; install basement egress stairs with drywell below; install gutters to leaders to drywells to contain stormwater runoff; install pool enclosure fencing, pool equipment area, A/C pads, generator pad, and propane tank; and install a 975sq.ft. driveway. Located: 3995 Wells Avenue, Southold. SCTM# 1000-70-4-1 TIME & DATE OF PUBLIC HEARING: Wednesday, December 18, 2024 — at or about 5:30P.M. If you have an interest in this project, you are invited to view the Town file(s) which are available online at www.southoldtownny.gov and/or in the Trustee Office until to the day of the hearing during normal business days between the hours of 8 a.m. and 4 p.m. BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (631) 765-1892 Town of Southold LWRP CONSISTENCY ASSESSMENT.FORM 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 =r= Waterfront Revitalization Program. A ed-�.actiori will .be "evaluated, as to its si 'ficant ,; . In :bditd cial`and adverse effects upon the'coastal area, which"includes all of Southoldi Town: 3: If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus each answer,must:be.ex lamed in detai .:fisting both-suppoFftand`non `` ' su" ortin facts: if an action cannot be certified as consistent with the LWRP policy standards and s: ,.:..,..;; conditions-, shall.not be undertaken:: .:.>.. . A copy of the LWRP is available in the following places: online at the Town of Southold's website(southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 70 -4 » 1 PROJECT NAME Sticks & Stones Outdoors LLC The Application has been submitted to (check appropriate response): 3{. Town Board ElPlanning Board RI 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: D. a Nature and extent of action: Proposed 1,302 sgft masonry patio with 448 sgft pool.within patio.Existing 20'x112'6"wood deck_to,remain. v, Approx.210 sgft addition/alteration to.northside of existing dwelling. Demo existing garage. 730 sqft attached garage to northside of residence with bonus space.975sgft of asphalt driveway. Location of action: 3995 Wells Ave Southold Site acreage:- 22,099 or .5073 acres . Present land use: .Single Family Residence R-40_ r}` 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: Sticks& Stones Outdoors LLC (b) Mailing address: Sticks & Stones Outdoors LLC 27400 Route 48 Peconic NY 11958 (c) Telephone number: 631-445-5952 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? NYSDEC "If o C. Evaluate the project to the following policies b analyzing how the project will further support or ;, P J gP Y Y g P J PP not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. ' T)EVELOPED COAST°POLICY Policy h. 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. --]Yes ❑ No 0 Not Applicable Attach additional sheets if necessary t 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 it Yes ❑ No 0 Not Applicable �wT ;r Attach additional sheets i necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria F-1 Yes ❑:No❑✓ Not Applicable Attach additional sheets Wnecessary <: NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural"resources from flooding and erosion. See LWRP h= ' Section III—Policies Pages S through 16 for evaluation criteria 1:11 Yes 1'No�� Not Applicable K. Attach'additional sheets'if necessary _ `- Policy 5.• Protect and improve water quality and supply in the Town of.Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria 0 Yes ,No RINot Applicable r Attach additional sheets ff necessary _.........._... . . _.;. ,...._ _.:_:'-:....,< Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria. Yes —]No 0 Not Applicable G.' Attach additional sheets if necessary Policy 7. Protect and improve air quality in the, Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. Yes No ✓� Not Applicable , " -Attach additional'sheets ifnecessary Policy S. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes No 0 Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands,, and.public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. WE] No R1 Not Applicable , ' Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent"uses and, 'r i ote siting of new water-dependent uses in suitable locations. See.LWRP Section III---Policies; Pages 47 through 56 for evaluation criteria. ✓❑: Not Applicable Yes.<❑:No ❑ ,. .Attach additional sheets if necessary" Policy- 11. Promote sustainable use of living marine resources in Long ,Island Sound, the Peconic Estuary.and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. 'Yes No❑ No 0 Not Applicable Attach additional sheets ifnecess _ _.......___ . - , . Policy 12. Protect'-agricultural lands"in the Town of'Southold. See LWRP Section III— Policies; Pages 62 through.65'for"evaluation criteria. Yes'❑ No Not Applicable r .Attach additionalsheets'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. � g g - Yes .❑ No❑✓ Not Applicable _ __:T.. _ __.. -._ . - ._.. . ....._ ........... I..r� y.. PREPARED BY,. TITLE'D f/:. /� Z�