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HomeMy WebLinkAboutKing, Bill Glenn Goldsmith,Pik- __t nt �o��SpFFO(��OGy � Town Hall Annex '` t A.Nicholas Krupski,Vice President � � 54375 Route e 25 Eric Sepenoski y ? P.O.Box 1179 Liz Gillooly �y�• ��W Southold,NY 11971 Elizabeth Peeples 1 Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: IVI-IVICompleted infield by: David-Snowdon Jones on behalf of BILL KING requests a Pre-Application Site Visit to discuss proposed renovations to existing dwelling, including extending bedrooms out over the existing porch; replacing windows and doors; replace wood foundation with concrete. Located: 225 Bay Lane, Orient. SCTM# 1000-24-2-26.5 Type of area to be impacted: Saltwater Wetland Freshwater Wetlan�Chapt. Sound ZB ay Part of Town Code ro osed work falls under: " 275 Cha t. 111 other p PP Type of Application: Wetland astal 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.Poldsmith -/N. Kru ski ZE. Se enoski p p L. Gillooly 0 Peeples ISSUED: 01/26/2024 DEPARTMENT OF BUILDINGS REVISION 4 y King SINOWDOIN' Consulting Architect/Designer Friday, January 26, 2024 SNOWDON II LTD x 85 Willow Street #71 Orient, NY 11957 s � G a �rti,� DA VID SNOWDON-JONES 5 � (T) 212 518 1818 (E)dsj@snowdon.us �N Y �� t{reyz Department of Buildings - .s�}yF �+ sy '£5'�Y`TM" p'ttr� Apfi✓��''�` t4 r € 3i 3' q Denial Request- 05/01/2023 o REVISION 1 09/07/2023 t' � REVISION 2 - 10/13/2023 REVISION 3 - 01/18/2024 REVISION 4 - 1/26/2024 4 s ' r 3a��to ��a Yr�'v t �"��"¢ � .2 p`�� .d s�#�$ a��,�� 3� �.. �,x,°r .4^`� •� � k 4 I��� a;: x c F v ` a: a � � ro. fig•, 3 � a �gyp.• >. ,.. , Address KING RESIDENCE 'F ryes ? 225 BAY LANE, ORIENT, NY, 11957 Description : . HOME REMODEL LAYOUT PAGE TABLE PAGE TITLE COMMENTS ENGINEER T-1 COVER SHEET Nick Mazzaferro P. E. G-1 GENERAL NOTES G-2 GENERAL NOTES PO Box 57, Greenport, NY 11944 A-1 .1 FLOOR PLANS EXISTING AND PROPOSED (T) 516 457 5596 A-2.1 EXISTING EXTERIOR ELEVATION VIEWS (E) nickmazzaferro@verizon.net A-2.2 PROPOSED EXTERIOR ELEVATION VIEWS _ � � DATE: 01/26/2024 A-2.3 PROPOSED EXTERIOR ELEVATION - SKY PLANE ��' `� PROJECT NO: D-1 PROPOSED FRAMING PLANS , DRAWING BY:VA D-2 PROPOSED FRAMING PLANS CHECKED BY: DSJ E-1 .1 PROPOSED ELECTRICAL RCP —`---�— SCALE: AS NOTED / S-1 SECTIONS PROPOSED S-2 SECTIONS PROPOSED _T_,� PAGE: T-1 Cover Sheet O SCALE: N/A DOB APPROVAL:STAMP t 4- CONSTRUCTION NOTES WIND FRAMING NOTES ISSUED: 01/26/2024 1.THE INFORMATION WITHIN THIS SET OF CONSTRUCTION DOCUMENTS IS RELATED TO BASIC DESIGN PER THE IBC/NYS CODES-2020 AS LISTED BELOW DEPARTMENT OF BUILDINGS INTENTAND FRAMING DETAILS.THEY ARE INTENDED AS A CONSTRUCTION AID,NOT AS A SUBSTITUTE FOR ROOF SHEATHING REQUIREMENTS FOR WIND LOADS SHEATHING LOCATION NAIL SPACING AT PANEL EDGES NAIL SPACING AT INTERMEDIATE GENERALLY ACCEPTED GOOD BUILDING PRACTICE AND COMPLIANCE WITH CURRENT NEW YORK STATE 1.RIDGE-TO-RAFTER ASSEMBLY: REVISION 4 4'BUILDING CODES.THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING STANDARD 1-1/4"X 20 GAUGE STRAP SHALL BE ATTACHED TO EACH PAIR OF RAFTERS IN ACCORDANCE TO TABLE 3.4.WHEN A SUPPORTS IN THE PANEL FIELD CONSTRUCTION DETAILS AND PROCEDURES TO ENSURE A PROFESSIONALLY FINISHED,STRUCTURALLY COLLAR TIE IS USED IN LIEU OF A RIDGE STRAP THE NUMBER OF 1 Od COMMON NAILS REQUIRED IN EACH END OF THE PERIMETER EDGE 8d COMMON @ 6"O.C. 8d COMMON @ 6"O.C. SOUND AND A WEATHERPROOF COMPLETED PRODUCT. COLLAR TIE NEED NOT EXCEED THE RECOMMENDED NUMBER OF NAILS IN THE STRAP. ZONE 2.ALL CONSTRUCTION TO CONFORM TO THE DESIGN OF THE 2018 IBC AND 2020-NYS SUPPLEMENTS. INTERIOR ZONE 8d COMMON 6"O.C. 8d COMMON 12"O.C. «arm GABLE ENDWALL RAKE 3.THE GENERAL CONTRACTOR IS RESPONSIBILITY FOR ENSURING THAT ALL WORK AND CONSTRUCTION 2.RAFTER-TO-WALL ASSEMBLY: a_ a MEETS CURRENT FEDERAL,STATE,COUNTY AND LOCAL CODES,ORDINANCES AND REGULATIONS, ETC. LATERAL FRAMING AND SHEAR WALL CONNECTIONS FOR RAFTER,CEILING OR WALL TO TOP PLATE SHALL BE IN AND RAKE TRUSS 8d COMMON @ 4"O.C. 8d COMMON @ 4"O.C. THESE CODES ARE TO BE CONSIDERED AS PART OF THE SPECIFICATIONS FOR THIS BUILDING AND ACCORDANCE TO TABLE 3.3.WHEN A RAFTER OR TRUSS DO NOT FALL IN LINE WITH STUDS BELOW, RAFTERS OR SHOULD BE ADHERED TO EVEN IF IN VARIANCE WITH THE PLAN. TRUSSES SHALL BE ATTACHED TO THE WALL TOP PLATE AND THE WALL TOP PLATE SHALL BE ATTACHED TO THE WALL WALL SHEATHINGREQUIREMENT_S FOR WIND LOADSS1\J0VVD0N4.DIMENSIONS SHALL TAKE PRECEDENT OVER SCALED DRAWINGS.(DO NOT SCALE DRAWINGS) STUD WITH UPLIFT CONNECTIONS. ROOF OVERHANGING THE RAKE SIDE OF THE BUILDING SHALL BE CONNECTED WITH SHEATHING LOCATION NAIL SPACING AT PANEL EDGES NAIL SPACING AT INTERMEDIATE 5.THE DESIGNER HAS NOT BEEN ENGAGED FOR CONSTRUCTION SUPERVISION AND ASSUMES NO UPLIFT. SUPPORTS IN THE PANEL FIELD RESPONSIBILITY FOR CONSTRUCTION COORDINATING WITH THESE PLANS,NOR RESPONSIBILITY FOR 4'EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON 12"O.C. INTERIOR ZONE 8d COMMON 6"O.C. 8d COMMON CONSTRUCTION MEANS, METHODS,TECHNIQUES,SEQUENCES,OR PROCEDURES,OR FOR SAFETY 3.WALL-TO-WALL ASSEMBLY: @ @ 12"O.C. PREPARATIONS AND PROGRAMS IN CONNECTION WITH THE WORK.THERE ARE NO WARRANTIES FORA CONNECTIONS IN ACCORDANCE WITH TABLE 3.3c. SPECIFIC USE EXPRESSED OR IMPLIED IN THE USE OF THESE PLANS. WALL STUDS ABOVE AND STUDS BELOW A FLOOR LEVEL SHALL BE ATTACHED WITH UPLIFT CONNECTIONS IN PLAN_CONTENTS Consulting Architect/Designer 6.REFER TO THE WINDOW AND DOOR SCHEDULE FOR EXTERIOR OPENINGS. ACCORDANCE WITH TABLE 3.3b.WHEN WALL STUDS ABOVE DO NOT FALL IN LINE WITH STUDS BELOW,THE STUDS OCCUPANCY CLASSIFICATION PRIVATE HOME-RESIDENCE S N OWD O N I I LTD 7.THE GENERAL CONTRACTOR IS TO ENSURE THAT MASONRY OR PREFABRICATED FIREPLACES MEETS OR SHALL BE ATTACHED TO A COMMON MEMBER IN THE FLOOR ASSEMBLY WITH UPLIFT CONNECTORS IN ACCORDANCE OCCUPANT LOAD 4 PEOPLE EXCEEDS MANUFACTURE'S SPECIFICATIONS AND APPLICATION CODES. WITH TABLE 3.3. BUILDING HEIGHT +/-28'ABOVE AVERAGE GRADE 8.THE GENERAL CONTRACTOR IS TO CONSULT WITH THE OWNER FOR ALL BUILT-IN ITEMS SUCH AS DESIGN CRITERIA 2020 NYS BUILDING CODE/2017 NEC 85 Willow Street #71 BOOKCASES,SHELVING,PANTRY,CLOSETS,TRIMS, ETC. 4.WALL ASSEMBLY TO FOUNDATION: CONSTRUCTION TYPE TYPE V PER SECTION S602 OF THE IBC 9.WIND LOAD REQUIREMENTS SHALL BE TAKEN INTO ACCOUNT DURING CONSTRUCTION. FIRST WALL STUDS SHALL BE CONNECTED TO THE FOUNDATION,SILL PLATE,OR BOTTOM PLATE WITH UPLIFT EXT. BALCONIES 60 Orient, NY 11957 CONNECTORS.STEEL STRAPS SHALL HAVE A MINIMUM EMBEDMENT OF 7 INCHES IN CONCRETE FOUNDATION AND DECKS 40 FOUNDATION NOTES SLAB-ON-GRADE, 15 INCHES IN MASONRY BLOCK FOUNDATIONS,OR LAPPED UNDER THE PLATE AND NAILED IN ATTICS W/O STORAGE 10 DAVID SNOWDON-JONES ACCORDANCE WITH TABLE 3.3b.WHEN STEEL STRAPS ARE LAPPED UNDER THE BOTTOM PLATE,3 INCH SQUARE DESIGN LOAD CALCULATIONS ATTICS W/O STORAGE 20 1.THE GENERAL CONTRACTOR AND MASON TO REVIEW PLANS, ELEVATIONS,DETAILS AND NOTES TO WASHERS SHALL BE USED WITH THE ANCHOR BOLTS.ANCHOR BOLT SPACING IS TO BE SPACED AND SIZED IN (LIVE LOADS PSF) ROOF(GROUND SNOW LOAD) PER NYS CODE (T) 212 518 1818 DETERMINE INTENDED HEIGHTS OF FINISHED FLOOR(5)ABOVE TYPICAL GRADE. ACCORDANCE TO TABLE 3.2a. IN ADDITION TO SPACING,ANCHOR BOLTS ARE TO BE SPACED BETWEEN 6-12 INCHES ROOMS(OTHER THAN SLEEPING) 40 2.ALL FOOTINGS TO REST ON UNDISTURBED(VIRGIN)SOIL. FROM THE END OF A SILL PLATE AND ALL CORNERS. ROOMSS(SLEEPING) 400 (E)dsj@snowdon.Us 3.PROVIDE*EXPANSION JOINT MATERIAL BETWEEN CONCRETE SLABS AND ABUTTING CONCRETE ORSTAIRS R MASONRY WALLS OCCURRING IN EXTERIOR OR UNHEATED INTERIOR AREAS. 5.TYPE I EXTERIOR SHEARWALL CONNECTIONS: GUARDRAILS ANY DIRECTION 200 4.ANY NEW CONCRETE WALLS BEING ATTACHED TO EXISTING CONCRETE STRUCTURE SHALL BE INSTALLED TYPE I EXTERIOR SHEAR WALLS WITH A MINIMUM OF I INCH WOOD STRUCTURAL PANEL ON THE EXTERIOR ATTACHED EXPOSURE CATEGORY -DESIGNDepartment of Buildings - WITH#S RE BAR, 18"LONG AT 12°O.G.USE APPROVED EPDXY FOR INSTALLATION. WITH 8d COMMON NAILS AT 6"O.C.A THE PANEL EDGES AND 12 O.C. IN THE FIELD,AND%INCH GYPSUM WALLBOARD ON LOAD PATH SEE CONSTRUCTION AND WIND PATH CONNECTION Denial Request- 05/01/2023 5.UNLESS OTHERWISE NOTED,ALL SLABS ON GRADE TO BE 4000 PEE CONCRETE TO BE POURED ON 4' THE INTERIOR ATTACHED WITH 6d COATED NAILS AT 7"O.C. PANEL EDGES AND 10*O.C. IN THE FIELD SHALL BE IN _ q THICK SAND OR GRAVEL FILL WITH 6N6 WIRE MESH REINFORCING,INTERIOR SLABS TO BE MINIMUM 4* ACCORDANCE WITH THE LENGTH REQUIREMENTS SPECIFIED IN TABLE 3.15a-b. NAILING SCHFnt 11 F SEE GENERAL NOTE PAGE REVISION 1 - 09/07/2023 THICK.ALL FILL TO BE COMPACTED TO 95%RELATIVE DENSITY WITH 8 INCH MAXIMUM LIFTS[LAYERS). EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE REVISION 2 - 10/13/2023 6.CRAWL SPACES TO BE PROVIDED WITH A MINIMUM 18 X24*ACCESS OPENING. INSTALL ONE 8x16 CAST IRON 6.TYPE II EXTERIOR SHEARWALL CONNECTIONS: FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 FOUNDATION VENT FOR EVERY 150 SQ/FT OF AREA. TYPE I EXTERIOR SHEARWALLS SHALL MEET THE REQUIREMENTS OF TABLE 3.15a-b TIMES THE APPROPRIATE LENGTH SMOKE&CO2 DETECTORS IRC.CARBON MONOXIDE ALARMS TO COMPLY WITH R31 REVISION 3 - 01/18/2024 7.DAMPROOF EXTERIOR OF FOUNDATION WITH BITUMINOUS COATING AS REQUIRED BY CURRENT M.Y.S. ADJUSTMENT FACTORS IN TABLE 3.16. 5 IRC. REVISION 4 - 1/26/2024 CONSTRUCTION CODE.A EMIL POLYETHYLENE FILM SHALL BE APPLIED OVER THE BELOW GRADE PORTION ENERGY CALCULATIONS 2018 IECC OF EXTERIOR WALLS PRIOR TO BACKFILLING. 7.INTERIOR SHEARWALL CONNECTIONS: 8.DRAINAGE AS REQUIRED BY CURRENT N.V.S.CONSTRUCTION CODE. ALLOWABLE SIDEWALL LENGTHS PROVIDED IN TABLE 3.14 SHALL BE PERMITTED TO BE INCREASED WHEN INTERIOR SHEARWALLS ARE USED.SHEATHING AND CONNECTIONS SHALL BE IN ACCORDANCE WITH 2.4.4.2 AND 2.2.4 NAILING SCHEDULE FRAMING NOTES RESPECTIVELY. ROOF FRAMING: PER 2020 NYS BUILDING CODE 1.ALL FRAMING TECHNIQUES AND METHODS AS PRESCRIPTIVE DESIGN OF CURRENT SEC HIGH WIND 8.CONNECTIONS AROUND EXTERIOR WALL OPENINGS: WALL FRAMING: PER 2020 NYS BUILDING CODE ADDITION WOOD FRAMING CONSTRUCTION MANUAL HEADER AND/OR GIRDER CONNECTIONS SHALL BE ATTACHED WITH UPLIFT CONNECT ONS IN ACCORDANCE WITH FLOOR FRAMING: PER 2020 NYS BUILDING CODE 2.UNLESS OTHERWISE NOTED,ALL FRAMING AND STRUCTURAL WOOD MATERIAL TO BE N2+BTR.DOUGLAS TABLE 3.5 WINDOW SILL PLATES SHALL HAVE CONNECTIONS IN ACCORDANCE WITH TABLE 3.5. ROOF SHEATHING: PER 2020 NYS BUILDING CODE CEILING SHEATHING: PER 2020 NYS BUILDING CODE FIR. WALL SHEATHING: PER 2020 NYS BUILDING CODE 3.FLOORS,WALLS,CEILINGS AND RAFTERS TO BE SPACED AT 16'Q.C. UNLESS OTHER WISE NOTED. 9.CATHEDRAL CEILING ASSEMBLY: FLOOR SHEATHING: PER 2020 NYS BUILDING CODE _ 4.UNLESS OTHERWISE NOTED,ALL BEARING WALL HEADERS TO BE(2)2:10 82+BTR.DOUG. FIR.BEARING WHERE A RIDGE IS TO BE USED AS A STRUCTURAL BEAM,THE RAFTERS SHALL EITHER BE NOTCHED AND ANCHORED WALL HEADERS TO HAVE(2)JACK STUDS AND(2)FULL LENGTH STUDS ON EACH SIDE OF ALL OPENINGS. ON TOP OF THE BEAM OR SLOPE CONNECTIONS SHALL BE ATTACHED TO EACH RAFTER-TO-RIDGE ALONG THE OPEN LVL HEADERS TO HAVE(3)JACK STUDS AND(2)FULL LENGTH STUDS ON EACH SIDE OF OPENINGS, CEILING PART OF THE BUILDING.CONNECTIONS TO THE RIDGE AND WALL SHALL BE ATTACHED WITH THE ABOVE CLIMATIC&GEOGRAPHIC DESIGN CRITERIA BEARING WALL WINDOW SILLS SHALL ALSO HAVE(2)WINDOW SILL PLATES FOR 214 WALL OPENINGS REQUIREMENTS. GROUND SNOW LOAD 30 PSF BETWEEN 4-1"AND 6-0"AND 2X6 WALL OPENINGS BETWEEN 5411"AND 84". PROVIDE FIRE STOPAND WIND SPEED MPH 130 BLOCKING WHERE APPLICABLE. SEISMIC DESIGN CATEGORY B 5.ALL FLUSH BEAMS/HEADERS TO BE INSTALLED WITH HEAVY DUTY GALVANIZED HANGERS AND ANCHORS FIREBLOCKING NOTES WEATHERING SEVERE WHERE APPLICABLE TO ALL CONNECTING JOISTS. FIREBLOCKING REQUIRED-BY CURRENT NYS CODE 2020 FROST LINE DEPTH 3 FT. 6.DOUBLE UP FLOOR JOISTS UNDER WALLS THAT RUN PARALLEL TO THE FLOOR JOINTS AND UNDER FIREBLOCKING SHALL BE PROVIDED TO CUT OFF AL CONCEALED DRAFT OPENINGS(BOTH VERTICAL AND HORIZONTAL) TERMITE MODERATE TO HEAVY BATHTUBS. FLOORS TO HAVE CERAMIC TILE INSTALLED SHALL BE VERIFIED FOR PROPER LOAD CAPACITY AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORES,AND BETWEEN A TOP STORYAND THE ROOF SPACE. DECAY SLIGHT TO MODERATE UNLESS NOTED ON PLANS. FIREBLOCKING SHALL BE PROVIDED IN WOOD-FRAME CONSTRUCTION I THE FOLLOWING LOCATIONS: WINTER DESIGN TEMP. 11* 7.PROVIDE(2)1-3/4'THICK MICROLAMS(HEIGHT TO MATCH FLOOR OISTS)AROUND STAIRWELL AND/OR 1.IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES,AT THE CEILING AND FLOOR ICESHIELD UNDERLAYMENT REQUIRED STANDARD EDGING Address OTHER ACCESS OPENINGS UNLESS OTHERWISE NOTED(TYPICAL). LEVELS,CONCEALED HORIZONTAL FURRED SPACES SHALL ALSO BE FIREBLOCKEDAT INTERVALS NOT EXCEEDING 10 FLOOD HAZARDS YES 8.DORMERS RUNNING UP FLOOR RAFTERS ARE TO BE SUPPORTED BY DOUBLE RAFTERS ON EITHER SIDE FEET.BATTS OR BLANKETS OF MINERAL OR GLASS FIBER SHALL BE ALLOWED AS FIREBLOCKING IN WALLS KING RESIDENCE WHERE APPLICABLE UNLESS OTHERWISE NOTED. CONSTRUCTED USING PARALLEL ROWS OF STUDS OR STAGGERED STUDS. 9.PROVIDE BLOCKING/BRIDGING IN FLOOR JOISTS AT 8'-0*O.C.. USE SOLID BLOCKING IN FLOOR JOISTS 2.AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICALAND HORIZONTAL SPACES SUCH AS OCCUR AT ABBREVIATIONS UNDER ALL BEARING WALLS SOFFITS,DROP CEILINGS AND COVE CEILINGS ADJ. ADJACENT MIN. MINIMUM 10.PROVIDE INSULATION BAFFLES AT EAVE VENTS BETWEEN RAFTERS. INSTALL DRAFT BLOCKING AS 3.IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. ENCLOSED SPACES ALUM. ALUMINUM MR. MOISTURE RESISTANT 225 BAY LANE, ORIENT, NY, NEEDED. UNDER STAIRS SHALL COMPLY WITH CURRENT N.Y.S.RESIDENTIAL CODE. APPD. APPROVED MW. MILL WORK 11.UNLESS OTHERWISE NOTED,ALL ROOFS AND WALLS TO HAVE A MINIMUM)'THICK,4 PLYAR COX 4.AT THE OPENINGS AROUND VENTS,PIPES AND DUCTS AT CEILING AND FLOOR LEVEL,TO RESIST THE FREE PASSAGE BRD.A. BOARD NIC. NOT IN CONTRACT 11957 EXTERIOR SHEATHING GRADE PLYWOOD, PLYWOOD TO COVER OVER PLATES AND HEADERS. OF FLAME AND PRODUCTS OF COMBUSTION. BRK, BRICK OC. ON CENTER 12.UNLESS OTHERWISE NOTED USE*THICK TAG PTS FIR OR ADVANTECH PLYWOOD SUBFLOOR ADHERED BOT BOTOM OS OUT SWING WITH PL400 ADHESIVE AND SCREWED TO FLOOR JOISTS. FINISHED FLOOR TO BE INSTALLED OVER PLUMBING NOTES CL. CENTER LINE OPG. OPENING on Descri ti SUBFLOORAS PER MANUFACTURE'S INSTRUCTIONS. CLG CEILING PL. PLATE p 13.ALL BATHROOM WALLS TO HAVE T THICK MOISTURE-RESISTANT SHEETROCK.GARAGE WALLS AND 1.ALL WATER SUPPLY,DRAINAGE AND VENTING TO BE INSTALLED AS PER NY.S.CONSTRUCTION CODE-2020. COL. COLUMN PLUMB. PLUMBING CEILINGS AND OVER FURNACE TO HAVE*THICK HAVE REGULAR j SHEETROCK.ALL WALLS TO BET APED AND FINISHED.YPE X SHEETROCK. PROVIDE OTHER PARTS OF BUILDING TO 2.P OV DE ADEQUATEIF WALL STUDS, TBRAES OCIING AND PLATES TO PROTECT AND SECURE THE STRUCTURE.VERIFY WITH HR JOISTS ARE CUT OUT DURING INSTALLATION FOR ANY PLUMBING RELATED OE STATE CONT. CONTINUOUS PT.RK, CONC. CONCRETE WD PRESSURE TREATED HOME REMODEL 14.ALL ROOF WITH A PITCH LESS THAN 4.12 SHALL BE INSTALLED WITH AN ICE&WATER BARRIER OR CODE AND MANUFACTURE'S RECOMMENDATION FOR MAXIMUM HOLE SIZE AND SPACING PERMITTED. CT. CERAMIC TILE PNT. PAINTED APPROVED EQUAL.FLAT ROOFS SHALL BE APPLIED WITH A FIBERGLASS BASE SHEET WITH AN EPDM DEMO. DEMOLISH PVC. POLYVINYL CHLORIDE TORCH DPLA ESA D WOOD IN OWN TYPE MATERIAL OCONTACT WITH CONCRETE TO BE PRESSURE TREATED,SILL PLATES TO BE HVAC NOTES DR. DIAMETER RPC. REFLECTED CEILING PLAN 15.ALL SILL D . DOOR R REQUIRED ENGINEER INSTALLED WITH A FOAM SILL GASKET AND COP R-TEX TERMITE SHIELD OR APPROVED EQUAL. 1.MECHANICAL SUBCONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL APPLICABLE CODES AND SAFETY DWG. DRAWING RM.M. ROOM REQUIREMENTS. EA. EACH R.O. ROUGH OPENING 2 HVAC ER ELEV. ELEVATION CONTRACTOR IS TO FULLY COORDINATE ALL SYSTEM DATAAND REQUIREMENTS WITH THE EQUIPMENT ELECTRICAL SEC. SPECIFIED LSIMILAR ELECTRICAL NOTES Nick Mazzaferro P. E. 1.ALL ELECTRICAL TO BE INSTALLED AS PER N.Y.S,CONSTRUCTION CODE 3.HVAC SUBCONTRACTOR TO PROVIDE FINAL SYSTEM LAYOUT DRAWING AND SUBMIT IT TO THE GENERAL EQ. EQUAL STL. STEEL PO Box 57 Green port, NY 11944 2.ALL ELECTRICAL WORK SHALL BE APPROVED BYA QUALIFIED UNDERWRITER ! CONTRACTOR AND OWNER FOR FINAL REVIEW AND APPROVAL. EXIST. EXISTING T&G TONGUE AND GROOVE p > 3.ALL ELECTRICAL WORK TO COMPLY WITH 2OA7 NEC. EXT. EXTERIOR TEL. TELEPHONE (T) 516 457 5596 4.INSTALL SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS THROUGHOUTAS PER THE IBC&NYS F.P. FIREPLACE TBD TO BE DETERMINED CODE. OTHER NOTES F.R. FRENCH TO. TOP OF (E) nickmazzaferro@verizon.net 1.PROVIDE&*TYPE-X SHEETROCK FIRE STOPPING AT 10-0*MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. GALV. GALVANIZED TYR TYPICAL ENERGY NOTES 2.USE SIMPSON HANGERS AND ANCHORS WITH 2-MAX TRIPLE PROTECTIVE COATING IFOR CONTACT WITH ACO. GWB GYPSUM WALL BOARD LINO UNLESS NOTED OTHERWISE 3.INSTALL 1-002 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. HVAC HEATING,VENTING& VIF VERIFY IN FIELD -�- \ DATE: 01/26/2024 1.THIS DESIGN COMPLIES WITH THE 2020 IBC ENERGY CODE AS A PRESCRIPTIVE DESIGN. 4.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ASCERTAIN ALL PREVAILING PROCEDURES INCLUDING AIR CONDITIONING W/ WITH i PROJECT NO: 2.THE DESIGN CONSTRUCTION SHALL COMPLY WITH SECTION R402 OF THE 2018 IBC. STORAGE AND TOILET FACILITIES, PROTECTION OF EXISTING WORK TO REMAIN,ACCESS TO WORK AREA, HOURS OF INSUL INSULATION WD. WOOD I \ DRAWING BY:VA 3.PRESCRIPTIVE DESIGN-APPLIED AS PER CURRENT ENERGY CODE.THE FOLLOWING ELEMENTS ARE PERMITTED WORK,AVAILABILITY OF WATER AND ELECTRIC POWER AND ALL OTHER CONDITIONS AND RESTRICTIONS INT. INTERIOR WP WATER PROOF \ INCLUDED-ROOF/WALLS/FLOORS/BASEMENT/FOUNDATION+VENTILATION. FOR THIS PARTICULAR LOCATION IN ORDER TO EXECUTE THE WORK IN A CAREFULAND ORDERLY MANNER WITH THE IS IN SWING XPS EXTRUDED POLYSTYRENE / I CHECKED BY: DSJ LEAST POSSIBLE DISTURBANCE TO THE PUBLIC. LBS POUNDS -I-----(---- - SCALE: AS NOTED SOIL NOTES 5.THE CONTRACTOR SHALL MAKE THE NECESSARY ARRANGEMENTS TO UTILITIES AND SERVICES TEMPORARILY MAX. MAXIMUM I / DISCONNECTED WHILE PERFORMING THE WORK AS REQUIRED. MO. MASONRY OPENING \ 1.NEW FILL TO BE CLEAN OF ORGANIC MATERIAL CONTRACTOR TO VERIFY EXISTING SOIL CONDITIONS 6.IN THE COURSE OF CONSTRUCTION,A CONDITION EXISTS WHICH DISAGREES WITH THAT AS INDICATED ON THESE PRIOR TO FILL REMOVE AND ADO ADDITIONAL FILL AS NEEDED. DRAWINGS,THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE DESIGNER OR THE ENGINEER IMMEDIATELY, i 2.COMPACTION OF NEW FILL SHALL BE AT LEAST 35%PROCTOR DENSITY(PER ASIM D 699 AND ASTM D 1567) SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND CONTINUE WORK, HE SHALL ASSUME ALL RESPONSIBILITY AND `_.T COMPACT THE 50&AT 12"LETS(TYPICAL),CONTRACTOR TO HAVE FILL TESTED BY A PROFESSIONAL LIABILITY ARISING THEREFROM. AGENCY FOR COMPACTION. 7.ALL WINDOWS:U-FACTOR/ENERGY COMPLIES WITH NYS RESIDENTIAL CODE PAGE: G-1 O General Notes DOB APPROVAL:STAMP ISSUED: 01/26/2024 DEPARTMENT OF BUILDINGS S.C.T.M.# DISTRICT 1000 SECTION 24 BLOCK 2 LOT 24, 26.5 & 27 REVISION 4 SNOWDON ---------------------------------------- t \ W` `"A'ER o Consulting Arch itect/Desi ner RRA SNOWDON II LTD 85 Willow Street #71 I CF �� ��►a,�. � \\ �� �� o,,, �. — � Orient, NY 11957 NYS DEC COASTAL EROSION W/WELL WATER p� ,�1 �v ,� �, �` (j `\\ 1 Hz; =r, °W�LR� DAVID SNOWDON-JONES y ), v� ,,i LAND N/f OF T 212 518 1818 O � � *' � � ( STRAUEL 201E VACATION RESIDENCE TRUST ( ) C, f New4'44'30"pE r of EL4.= E ds' snowdon.u.S (/���)� � � �f ` g \ YS /El 4.9 '� t ro .•�'1�'Z•o.J' ,., � -.'"' I ` �'� try/ 4 I � �� • I "� �_ ` \41 Department of Buildings - 4��' /n 4s Denial Request- 05/01/2023 R� I EL y.r � 4 .:��r:.. 0� �g �o nsJi - VRAM \ „-,.; \ REVISION 1 - 09/07/2023 zow VIM 6, o �� ,! ORNIVAY °.' REVISION 2 - 10/13/2023 M.H. / I O� ;' \ �� EL 41 2 -7 , / W WATER ` W/WE L WATER \ REVISION 3 - 01/18/2024 LAND N/F OF REVISION 4 - 1/26/2024 LANCE JFNSEN A �ti EL JCS / • � LISA KP.EILING O \ °I • '�I / �,, II II � �°a4��V�O� •�` EL.ar sr c TRULAND N /F OF \ EL 7.5 WILLIAM KING 00 " - 1� `� E 17�* AYn sJ�WATER SUPPLY FROM ;I `\ Nf� / L4 I ILAND N/F OF GU 1 y •�'i .+.•`l \ J •y EDWARD OLIVER ARD HOUSE 170 `c I I �' Q�/ N I \�/STEPHANIE GUARD qyc a y' LAND N/F OF I i Y •A l .yl I -_ I b /G(py�/ r r BIDWARD OLNER GUARD , 2.5�,, •`` / I �- I OF '/ 1! ^V STEPHANIE GUARD LAND NIP h I � $rid" O-p 'FRAME• cy �*�¢� � N7LLVIM KING ` WATER tff r.c>M O� DtNELLING I 18,, Nwse,I D d i W/WELL WATER O/1 ',#225�• (/�}'�\ V O� I � ' //•►J �l / i 'l r.. I N�G�Q1. �' p� a 're..r 1 •o I Q / \` \ V WDWEW ATER \ t9j I y2° I o� p<z'DW ♦� WELL iE0 ;;'�2072;<;:: �Q• � / O � I AT eT�gTDE LN. f' �V � s 8\�'r. SHOWER e • 102, "/\� ic\ 4 WALL WATER ��/L Address 2.ts` •� ; "�: ••� h• * I CF-OFagFhT � EIEC. KING RESIDENCE G O�� O••.•. I // U DRAIN NG WW/EWIR WATER \ \ 2 STY FRAME:::...— : : d 0 \ 225 BAY LANE, ORIENT, NY, p DWELLING' I \ \ ` \ �� 11957 �ATED �O '#2072 "� , / oZ a \ \ \ LAGE LN. ' CO Description 2ND FLR. OVERHANG: `wA' \ \ \ HOME REMODEL SHOWER LM.H.00 ENGINEER ELEV. 4.� 3 (�4 � Nick Mazzaferro P. E. �• 1 � ��V �' , V I OL DRY OAM 1.3' � �- / I ,,,p• l Q°Q gQ I BROWN — °� 3 \� \ PO Box 57, Greenport, NY 11944 ��`,•.`�� /'�'�--�———__l.�E�.t..— I 'FW SAND 1.8' �} h GRAVEL \ ---- — - ———— ���rP--------------�y' WATER IN -WATER EL 1.0 \ aYm (T) 516 457 559E WELL -- 072 VILLAGE \ (E) nickmazzaferro@verizon.net SW &SGRAVEL 6.0 \ AND ZONING CHART \ LOT SIZE:6,543 SQ.FT MAY 03, 2020 `` DATE: 01/26/2024 BUILDABLE LOT:713 SQ FT K. WOYCHUK LS w Q \ �— ROPONG GFA:713 S FT // // PROJECT NO: PROPOSED GFA:905 SOFT AI OW D ,FA PER CODE. 2 100 SO FT FIRM PANEL36103C0068H EXISTING LOT COVERAGE:586 SQ FT 12.72% M.'TU NAVD88 / �' I DRAWING BY:VA PROPOSED LOT COVERAGE:680 SQ FT 14.76% AREA; ELEVA77ON DA I CHECKED BY: DSJ UNAUTHORIZED ALTERATION OR ADD17YON TO THIS SURVEY IS A VIOA7TON OF SECTION 7209 OF THE NEW YORK STATE EWCA77ON LAW COPIFS OF THIS SURVEY EXISTING&PROPOSED SET BACKS(NO CHANGE) MAP NOT BEARING 7H£LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT SE CON,70ERE0 TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN � SCALE: AS NOTED FRONT YARD SET BACK:17.3' ONLY To THE PERSON FOR WHOM 774F SURVEY IS PREPARED AND ON HIS BFHALF TO THE 771LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION REAR YARD SET BACK:28.E LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INS7/7UPON,GUARANTEES ARE NOT TRANSFERABLE. I / THE OFFSETS OR DIMENSIONS SHOWN HEREON FRfW THE PROPERTY LINES TO THE STRUCYORES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE SIDE YARD SET BACK EAST:8.9' NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE MCDON OF FENCES,AD0177ONAL STRUCTURES OR AND OTHER IM.PROV£MENTS EASEMENTS \ I SIDE YARD SET BACK WEST:85.48' AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS P14MCALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY suavEY OF; DESCRIBED PROPERTY CERTIFIED TO: AMNON BAR—TUR; Lot Size:6,543 Sq.Ft xX1Ll6g.s antial Owellina Size Limits MAP OF: KATE 8AR-TUR: (Added 10-18-2022 by LL No,10-2022: FILED: amended 12-13-2022 by LL No 16-2022; SITUATED AT: ORIENT gro,;q floor ares for residential PAGE: TOWN OF:SOUTHOLO REVISED APRIL 28, 2023 a(GFA) istrvr KENNETH io WOY LAND SURVEYING, PLLC Maximum gross floor are SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design THE WATER SUPPLY, L4£LLS; ORYI4ELLS AND CESSPOOL UL The gross floor area shall not exceed the permitted V, -110,00CA P.O. Box 153 Aquebogue, New York 11931 LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS square footage calculated as follows: FILE I/17-97 SCALE 66 1.=30' DATE:AUG, 1, 2017 PHONE(6a1)2D6-16 FAX(691)Yes-1566 AND OR DATA OBTAINED FROM OTHERS, O Site Plan lots conlaining up to 20,000 square feet of lot area:2,100 NI USc, NO 050881 square feet plus 12.5%of the lot area in excess of 10,000 quare feet up to a total of 3,350 square feet maximum. DOB APPROVAL:STAMP ........ DECK ISSUED: 01/26/2024 21'-1 X 8'-0" 24-9"— 168 SQ FT 24'-9" DEPARTMENT OF BUILDINGS 4- Flil Fol Fig] 14'-7" 11 0" 4" REVISION 4 3-2 3' 2'-11"-F X 2" 2" X-2'T3, 3, 2'-6N—,'­2-6"F3'—F3.T3,_, 30..T"T 305ODH ........... ........ I X I T" S " OWDON A.-. e lI It j Consulting Architect/Designer L SNOWDON 11 LTD 2268 ;D 85 Willow Street #71 r--n Orient, NY 11957 X I I X1 I -FS] 2268 0171 TI NI DAVID SNOWDON-JONES . . . . Jill rr� Ccz� ! (T) 212 518 1818 "30'1— (E)dsj@snowdon.us 14 D 1-3- 3- S-8 2 4'-8"— Department of Buildings - L 4'1' T- I.J� - Denial Request- 05/01/2023 7-2 4' 51. 4" 01 5%9"' REVISION 1 - 09/07/2023 5" 24'-9" 24'-9" REVISION 2 - 10/13/2023 GROSS FLOOR ARE� GROSS F - 01/18/2024 367 SQ.F7 346 SQ.FT REVISION 3 REVISION 4 - 1/26/2024 Foundation Existing Floor Plan View n_Rrst Existing Floor Plan View &F,ecpon�d Existing Floor Plan View 1/4 in1 ft �i st� 4 i�n -- 1 ft 1/4 in = 1 ft `-� 24'-6 3/4" 17-3" 117-3 3/4' .................. ­:� .. ­4 1 9'. 5 7-6" 2'-9 112" 4'-6 1/4" Z, BALCONY in 19'.10"X T-9' FT "Sc, CD z L! DECK z 9 T 24'-9"X 8'-0' if 200 SO FT iI New Stud Wall -I*— D4 24'-6 314" 23'-9 3/4" UN —r-- T-4 1/4" V-11''-3T4'-2"T3'jT-1 112— Address 1 V -4 1 V-3" -2 3/4" b, H KING RESIDENCE VW12'A 9 BDRM I IT-10'X IT- BDRM 2 i i 233'SQ IFT 11�7 X IT-8 225 BAY LANE, ORIENT, NY Fire Place Vent 81 SQ FT I :I L�I�. N i 'I-- I W5 I� 11957 LIVING ­ ­­_� , N14'-11*X 12'-3" , 4Fo=on above Grade StuccoParging 214 SQ Fr ow, 2668 2668 Description KITCHEN CLST 12 81-11, 15'-5 18 SO FT X 149 SO FT 2268 HOME REMODEL V 2668 21,68 !L LST CLST in X 2'-0" N X 0 FT 34 SQ FT BATHT-3 D4 AT11 HALF 5`1 O'X Fill A9 SQ FT ENGINEER I II IIIT-O"X-10 D IIII 25 U V 1 51-5 S5'X Nick Mazzaferro P. E. 7'.3" 4Q FT L HALL PO Box 57, Green port, NY 11944 GROSS FLOORAREA GROSS FLOOR AREA 367 SQ. r��IS318'SQ.FT OIATT LADJDER (T) 516 457 5596 1 V-2 3/4" 5%1 1/2" 2- 3"—3'-6 3/4"_L7,13'-0 1/4— 8'-7" 3­ )EL.CH2, ,AL" 23'-9 3/4" T-7 1/4 T-4 1/2— 9'-7" V-10 1/4" V-6 112" 1'-01/2" (E) nickmazzaferro@verizon.net T-4 314" 17-7 1/2"— -—6•-6 1/2" 24'-6 3/4" 24'-6 314" 1 DATE: 01/26/2024 PROJECT NO: DRAWING BY:VA WALLSICHEDULE # 2DSYMBOL WALL TYPE WALL CORSTRUCTION,UPPER # 2D SYMBOL WALL TYPE WALL CONSTRUCTIONCHECKED BY: DSJ Foundation Floor Plan View - New 01 DECK RAILING/FENCE'IFINIE FIR FRAMING 2-3 1/2" 01 — DECK RAILING/FENCE FIR FRAMING 2-31/2" ,UPPER I SCALE: AS NOTED XST X X SHINGLE-STAINED-1 1/16",HOUSEWRAP-0", SHINGLE-STAINED-1 1/16",HOUSEWRAP-O' -4————T_ 1/4 in 1—ft 02 EXIST.EXT 2X4(TYP) OSB-HRZ-7/16',INSULATION SPRAY FOAM-0', 02 EXIST.EXT2X4(TYP) OSB-HRZ-7/16",INSULATION SPRAY FOAM- EXIST. I T X (TYP) FIR FRAMING GREY-3 1/2",DRYWALL-112" FIR FRAMING GREY-3 1/2",DRYWALL-1/2" 03 EXIST.fNT 2X4(TYP) DRYWALL-1/2",FIR FRAMING GREY-3 1/2", DRYWALL-112" 03 EXIST.INT2X4(TYP) DRYWALL-112",FIR FRAMING GREY-3 1/2", [ALL NEW EXTERIOR WALLS TO HAVE CLOSED CELL SPRAY FOAM INSULATION] ALL NEW EX DRYWALL-112" R_",E 7 JR_VALUE 7XJ�ERIOR WALLS TO HAVE CLOSED CELL SPRAY FOAM INSULATION t Floor Plan View - New r--� Second Floor Plan View - New PAGE: First , Plan Vie, 1/4 in = I ft 1/4 i-n = 1 ft Floor Plans Existing and Proposed -- 0 SCALE: 1/4" = 1'-0" ' DOB APPROVAL:STAMP r----------- ISSUED: 1 1 01/26/2024 1 ! SHADED AREA SHOWS AREAS TO BE DEPARTMENT OF BUILDINGS , ! — REPLACED REVISION 4 ' -, 1 ----------- a SNOWDON Consulting Architect/Designer . SNOWDON II LTD i 71 i ' 85 Willow Street # 2030DH 203ODH', - ? ! Orient, NY 11957 E ! DAVID SNOWDON-JONES (T) 212 518 1818 ww,w.vn�—raw.�T-r qr..s.� (E)dsj@snowdon.us �. .._:. .a... .�- ; Department of Buildings - - ; Denial Request- 05/01/2023 REVISION 1 - 09/07/2023 W480H ;" 3048DH' REVISION 2 - 10/13/2023 ............. , ; , _ m.: , ; , REVISION 3 01/18/2024 1 REVISION 4 - 1/26/2024 i i I 1 Mo RIGHT : SCALE: 1/4"= 1'-0" ;,• Address , , �r KING RESIDENCE , 1 225 BAY LANE, ORIENT, NY, 11957 -305ODH "-305ODH"- -'-'305ODH 30500H 3050DH Description ----------------- HOME REMODEL I , l ENGINEER 2843DH Nick Mazzaferro P. E. PO Box 57 Green port, NY 11944 (T) 516 457 5596 t II I 1 (E) nickmazzaferro@verizon.net ---__--------------------=--- -- __ , F DATE: 01/26/2024 I I \ PROJECT NO: / DRAWING BY:VA CHECKED BY: DSJ SCALE: AS NOTED REAR ( LEFT 3 SCALE: 1/4"= 1'-0" SCALE: 1/4"=1'-0" PAGE: A-291 Existing Exterior Elevation Views 0 SCALE: 1/4" = V-0" DOB APPROVAL:STAMP --- --------, ISSUED: 01/26/2024 DEPARTMENT OF BUILDINGS i + [ = SHADED AREA SHOWS PROPOSED SOLAR PANELS REVISION 4 , + ---------- --------------------- -------- it , .,;..!;i- i'' i 'tl. l 1__1 r 'Dipped' er.r,.r i,j : .I is I i .T:.T...,:1...,:.;.I:;:.t:�r:.:!.'rt.:l ::t.T. .r t T.r Trr,�:T T ..T....�..t._t:.l Cedar TreatedT L r.- ,.LL i.r ,r , Roofing: Western Red Ce r` ' '� \ �� I 7 �r [ L E j-1 1rrr r r.7'r ;;r , ,T r r7 l-.T T_7'[ r.r A T 7::+ . I.. , 1 1 L..i [ I 1 i 1 L I' r I ;—t .E t.L�-t + 1 - I I r'L i 1" I i r 7;1 �_ r �" 1 1' I I I rlr 1, r i r rTr�T ,r r 7 , T 1T rr! r1r= ors i T err r r with Cabot Bleachin Oil I"I j ,r , 1' _i.. 1 7r T I T T.T. TAT T't 11J� r T t r r T I. r"'t' r _L 1 _t 1 1 I� I t- I 1' [ I .l..l 1 u r i i Ii t i7 i1J' isr'r'.t; r!rllJ. -:�il-�, t , I.r r T r..irL IT.. i....c.!.,t I,. I11T1 I,I 1 I rr I..L. .L.I. t. ...T_L. ,L_: r . 1..... r.i I:.::`..... + T I 1 r T x..,....r,.l..I r...t. I..r.i..I.. I_ r.�.� .t � 1I 1 I.. I , I ' rt_i iSrFT i'r I l l i 1 r i �� r1r,rLrlTlTrirl7�r' 7'r,T4r� JII 1.1 T ' IT'S rIIr� _1rTT T 1 �._r? i , T t,�_I(_ t-.T.._rl7_r.�I�, Lr[ rL�L1�_ T ' Consulting Architect/Desi ner I E7 SIT T 1_ T1 i1 r'T� Tir T,1_ !iI1TIIi f 7?IIrTITrl 1 iT7'] r: 1 I iI 7 r r. �, , TTr..r. r 'r ri'.1 I .t , T ! ! r ..!.'r r I I ,. 1. t I r .I .r..... , T..r'T 9 9 i r ,1,-T-,1-rI T;1�' i_lrl.r i:l. rI_r SNOWDON II LTD I ��l IL1lIllIII'L � ( iill _ _�__ IT L , i r r . C 7,TT'1 ; 1`r, , .T,T I I1f I I i It .I_I.._�.. !, I r I r [ 1 ..i:T 7 f ` I;T I I i 1 T I I.I I.i.i , Ii , I. � +.. I....I.. i1 [ i . [.1 =W I � I � IirI > tI rF � 1-r ( iIIIi !! ; 85WI ow Street #71 T�-[ IrL ' I � + i_CTi.r� -f�I...I1 � I';. '� .- I.�=I_If . , I t I I L 1 Orient NY 11957 ® Ti.I I-T-I-I-I..I.-.1._r.I..I. . I I.-.i .;. ...: ,T..I.;r_1 ... 1,,....1.�..L., .L ,,l.. ! .L1.[...L..!...L.a.-., , L.1.._L..L.1_L..;...L._i...I_.t.L..L. Hardie Shingle siding. Magnolia Home - [.. I 11 .C:;:1.::C.::r_[:. i:1..I.i .C. It I I_ T [_ I � NOWDON-JONES 1 [ T3 ;r _1_ I. I I •_..,.,••,. - '.�.,I.�,! l i-.I 1 1 I 1 t i I L i 1y1.r� i.-___-___I James Hardie Collection. Color: Warm Clay. 212 1 1 _I.� IL[ 1 i � . , t^ -I-I�J,- _[ N I..�..�i I 1. l.I,is • [_rr`rtrr[.I�r`r[r�I�r�Tirr' r 7, ['rr ...; . Tr T' � i.:_ r: .f '` T 5 8 818 %I..1.I.:.I..I.I.1.l i_1 .1 1.:i.iTl rGl..t.l.:I J II-i .I.II.i.1:-_i ..1.1[1.I:I I:I.II.0 ITT ,JT.I i� �i I�ITi�1. I- ��- r- I;L - . I _r.t. :i 11 i-11.� _r [ �...E 11. E 1.T1. 1.. __... 11 I I 1 �T p ..il ; TI .. 1� T T. T ( ) @ I 1 ' I I i I.T r I I1 r i l 11 TI�I I� rI 1 I; i �I Thickness 0.25 , Exposure 6.976 T; �� T T I - E ds' snowdon.us 1 7 r ,... I�� l�I 1 , - L ].:...L.L:]:.L..L...G:I:..I 1 I ._.._ ,....... .1 L..L.T_ . . [.,......1. . T.l_;I :I..I"T1I.i..i.LTi_y.�. .i :I Tr1?..."I.I. . I I ;Y1[[.1. I. I,�. 1 .I I 1 .....I 1_.1 I_. I.1 .� I L.J. _ t t � i � � i ��1_ I .r_[. I ' L 1 /4 4 Department of Buildings - ....I_..L_..I , T�T T; t_ - T..I;C:T.. CIC R n I._L..L....[._I....1..I. I.,....I. I. J. I,T'l Iri: T_,I I T Tr[ L.IIL �_;_L t =-.rvr"._ _. _� L 4/4 HardleTrlm° Boards, Smooth. 3 1/2 Wide X i � II_ I f_ C I� "_I M ITI 1 11 Denial Request- 05/01/2023 :_; i I11r L !..r..1...T.i rL; .TL.. ,..!...T\.TT+<. ITrT�{1 T�.L.i - I..TIiI r ;_ m 7 2023 f11�L7 II��r�r. 3/4 thick. ColorPlus° Technology - White II7 tI TTITIr�I� C REVISION 3 - 01/18/2024 I j I 1 .' I l.,' .1 l .r. i. � I � 71 I [ I� I.. 1. F j i. r .iM. �.,..L.�J.�....�.Li.L.�..L._[_,..i..,..i.i.i. .i..T .L.i....I. 1 C r 1�i 1:I_1. ?.I I:r I 1 "I I � � REVISION 4 - 1/26/2024 11.....!..T...T..S [ i_1..I.t.. I i.. . .l i TIT T1rth _f1J TTTT,.L�T I ::[:.:i...I I L..I ....I.I +. i I i I:...I_L.I.Ir t.,......r.......... 1_,.._...L.,.] ..L7.;..17TT....,...7 11.I 7 Y_i ..r .I. i,) i...L..t...I_.L....i....i..i...l [ 1.I C r L I ..i ..r_.i.... i.. :I:. ._I':. :I:.=I L.r EM ® V Foundation above grade to have Stucco FRONT RIGHT SCALE: 1/4"=1'-0" Shingle to Cover Foundation leaving 18" exposed SOLAR PANELS r-------------.---------------------------------, �- ------- --------------------- Address_ ,_L L T ' .. ;_ I + rAa_;r cry Pitch 12 10 ,. 11 In KING RESIDENCE �, ,..�-i.�T T_� i�/ r r1 �r L 7 .l T t + + 1 � I—I i I C r t III' I I T � T r s I i I't �' T � i/ ! .�.,I..I..1..[. r jC I I a { �_T..a._ ; [I .I...I.I..I.,.i7.ILil.i w r _ .,I r:C.r,.; . I1 :.I t, ; zi T T1 i1 i Ti rIi E i_I r .. + + I 225 BAY LANE, ORIENT, NY, ! I _ t I { �. i:. [ I i.. I. I I.II.I.. I 1':1: I + r I i 1_I I I ! [._l 11957 �.. [,.i- I I t i 1 f. i � [..t. .I, k i .€I, I �i .,I 1 i i 11 L I j.! 1� r r I r I iLr I'r r I� rl'r r l C.[..._i...I..[ I.TI. I I '..C.. (. s_ + + l l I . I 1 rl.r 1 , l.,I .. I....I._I...I I [ I1.._...I.., I. r_r.I ..I T.I�I.I + I I l T 1 ! [.. 1 1 ; [ 1 1. I Description E p, r I .I c r,I r�l a .�r r �i n , . i�I I 'r�111€ T i.,.li1. L_.....r. TI 1 a ,E I �: 1Ta[=r T 17 II�i�r 11 I 1 HOME REMODEL 1l 1 TI T T I, l'_I ; [ ILiI 1_ 11 [ I. i 1Il iTT1 1 - ' 171 r 1 :r LLr r T1 rT I t 7 11 :, T i :.1jI}^" yt.:•'� { 3,I E t� .[3 1 ,;k. i,.k• I { �f', I_I _-[..t I I( I [. ...I.....I t I I i�I —i �I r T Y N a� R Sr ..I + i a ( I, j ll,l l_I_i i I _ I tI. I[ I I L ;;.lT [ I i.I 1.' r I il, i § = Iw I1'1 T 1 1-. 1 i T 1 (�T r. r.c.l.r.!.f r. . r , i L, - is I: I.11�j_i1.I i.: i_ rtI II. . r� -- r ; i....l.,..'_,.L,1 t ;._..11.. 1YI 1 i f.�!i ,.,.I , _ I I _r �t�-L; i i i fiI i i i F. I it ENGINEER _ T _A s To match existing ;~ r 1.�. i �_[ fif ..TI ^,.I [ 1rI Nick ro P. E jj . E. I �: .; ....a.., I Box 57 Green port, NY 11944 � P I ' PO I; , (T) 516 457 5596 To match existing i ._:'I' '_+ i.:..'. . .., [ 1... E. ._' :: l C1I. i ..I ; . I i t 1._ i. _ : ? „t 7 r 7 r I I.i I 4. �_T 1..�..1. } I 1 r i_1..J i { I.:.. E ,[: .1 e :- . 'I , , , ; ,' _ .. iw..._. l a E.lr: �' [ L. illy �, _ (E) nickmazzaferro@verizon.net _ T T '( r r' .I E a f E f E t : i 't � E �;.� :a , + I �� I �. [ i-_lli.r �-[ L S i_ I,..C.a I 1,T 1... 1Y,JLr.I..0 i.i i — —-- —_--- p -- DATE. 01/26/2024 L _-___ -_ ------- �?T.1..7� 1 TTTI I i�:.. 1 I rT I / I PROJECT NO: DRAWING BY:VA l \ CHECKED BY: DSJ � ____� SCALE: AS NOTED I / \ I \ I / REAR LEFT � 3 SCALE: 1/4"=1'-0" SCALE: 114"= 1'-0" PAGE: A 2.2 Proposed Exterior Elevation Views 0 SCALE: 1/4" — 1'-0" DOB APPROVAL:STAMP ISSUED: 01/26/2024 DEPARTMENT OF BUILDINGS \ REVISION 4 1 1 „ 1 tIl z , zz , I. l Ilzz'rz , rtr [ tLii , L! tI � zl � irr rtt� I I I 1,flr t.r.r.r t 7 [ t. .I .I:1 [.?.,,. r i.r r.i..r ... r;?.r. ' v't r`I ' t ! r , 1 ...T. , L .r. r i J I.z r r 1.. 1...1... f L7,. I. 1 T _ �.. rr�r 1Tr i ( ( li ( I- fili ( 11..111 , ., ,. ' ' t III SI ' ` C�0 `N r :` TJ [..r...r..I: 1 r t i.:,.I I.I.....r. r; -.I;C T1 .. I - IL LI_ , ... ri. l.. 1I ...;.LL1'i 111 , iI1i 1.. AT .LI_L.' i 1 :1." , z I::...... T T....T: ' 1..L111 i r i r t r l ,r_I.r. I.1 i 1 I:-T...r...1...T. _........ T . \ / `.. ?.I.I I T 1 i I ,. \ Consulting Architect/Designer ,1. Tj SIVOWDON II LTD EL Ir: 1r 85 Willow Street #71 I: �rr I I I - n -1 -1- T! IT1-n ( }l_i_i \ Orient, NY 11957 _ . . ,, • ..I.r. >._ ._ ;�_�..... . _r..[.._� .i DAVID SNOWDON-JONES il. l_ `v IL j 1 M (T) 212 518 1818 E)dsj@snowdon.us To match existing ,.r T I�.�1 Department of Buildings - Denial Request- 05/01/2023 REVISION 1 - 09/07/2023 85.48� 8.9� REVISION 2 - 10/13/2023 REVISION 3 - 01/18/2024 REVISION 4 - 1/26/2024 1 FRONT SCALE:7/32" 1'-0" 225 Bay Lane, Orient, NY is compliant with Southold Town Code 280 - 208 Pyramid Law. The proposed 2nd story addition is below the existing roof structure and therefore within the R-40 Zoning sky plane. (SEE SKY PLANE PAGE) Address KING RESIDENCE 225 BAY LANE ORIENT NY a'p 7 1 1 11957 L J \ r_ Description rr .�..,..!..z.... ..i.�..r._ .. .L HOME REMODEL -Tl i T_[ 1 I.i T ,.i1,'[? 1 I IL: ,.I 1 I:T_CI 'I1 \ T ll� r' .I; I [ i1 ..[ i. i. l 11 Ll . , li [ [ fl.._:.li ( i...l. \ [ J? II;i1 , �Ir..I1I--iIT 1;TiI1I1l:IIlIl1IT'A 1]II:.I[.r.1a.I.S� rI .g N �0 I Trr rl1lI.ri. i'710 I 1r _[1 \ ENGINEER iIt .....,.�TtT i T.. r..L..i.a...1:.;T..1 .i:[.1::.1 I:.1.1_.T. I:I.I.-:.i.C: 11. [ I.!.,_L.is L 1 l.I .I. L.i.i. L..1:.I,i ;' " i 1 i i 1 1 I -- —` Nick Mazzaferro P. E. r Ii [ Tr11ril1II1 ri r t1r11 s .III'I.1r.Ii1 1rL.• 11rr. l. ili [ € 1 1 i._I I, PO Box 57, Greenport, NY 11944 (T) 516 457 5596 g ,l Ir C I 7 I r ' .C t 1`T 11,. (E) nickmazzaferro@verizon.net ;i.;.i..,L.....[.....i-1. , i 1 1 L,. •.I . .,L,..I ,. i.C_I_i T. ; ' I. I: ij �— DATE: 01/26/2024 PROJECT NO: 1 I \ DRAWING BY:VA 1 CHECKED BY: DSJ 17'-411 281_811 — ———-4————T— SCALE: AS NOTED FRONT _T_ 2 SCALE:7/32"=1'-0" PAGE: A-2.3 OSCALE: 7/32 10 Proposed_Exterior Elevation - Sky Plane DOB APPROVAL:STAMP ISSUED: 01/26/2024 DEPARTMENT OF BUILDINGS REVISION 4 II I g�, II i L I p 4 K1 osr I 41 DST a POST i, --4X4 POST J 6X6 POST 6X6 POST 6X6 POST 6X6 POST x 124'_6 SNOWDC I 4" 23'-9 3/4" I 1'-9 3/4"! 1 3'-3114' 6'-2" [31112" 4'-1�1/2­ 1'-01/2" ,'3'-11/4" \ 11'-2" 11'-2 1/4" I j E Consulting Architect/Designer _ - -------- ---- - --� SNOWDON II LTD 85 Willow Street #71 I 'a Orient, NY 11957 zo DAVID SNOWDON-JONES N � 7 ii a (T) 212 518 1818 N y i M 7 V &D (E)dsj@snowdon.us N i! Department of Buildings - a - 4%4 POST - aXaP ST - -- --' Denial Request 05/01/2023 I iTT.l.:.:_..: i I all REVISION 1 - 09/07/2023 I I I I I I J �� REVISION 2 - 10/13/2023 -�- — REVISION 3 - 01/18/2024 4X4 POST 4X4 POST REVISION 4 - 1/26/2024 11'-2" 1V-21/4" 5'_1114" T-61/2" 3'-0 1/2" 3' 1'-5 1/2" 2'-0 1/2' 2 3/4" 23'-9 3/4" T-7 114" T-4 112" 9'-7' 24'-6 3/4" F: first Floor Framing, Floor Plan View Second Floor Framing, Floor Plan View 1/4in = 1ft 1/4in = 1ft 24'-6 3/4" �. ...... ........... ...__............ ... 4X4 POST 12'-3" a POST 12'-3 3/4" 4Xa POST ' 5'-11f2" �5'-11/2 11l2 Address X3X65"HEADER(2) 11/2X3X65"DEC HEADER(2) X4 P IST 4X4 POST 4X4 POS72I.-I.X a 0'. 4X4 POST KING RESIDENCE New Stud Wall 24'-6 3/4' ' 225 BAY LANE 3/4" , ORIENT, NY, '-3 /4" 6'-2" 3'-01/2" 4'-,1/2" 3'-0112" T-1 1/4" r EXISTING 11957 r a „2X10X 77'HEADER(21 2X X39112'HEADE (2) 2X X39112-HEADE 12) I """"""-"-':r""""" • --""" Description v F N HOME REMODELFire Place Vent � �'I ., � `� � o o v � N N N W 'a a p K 1iV p 2X6X 33112'HEADEF 2%6X 331i2'HEADER(2 X � ENGINEER 1p rc. 7 Tb M m M 2 6 (2) r X 211 X 11112'HEADER 12)2Xfi X 34112-HEADFR(2) HVACI \., ,�' a Nick Mazzaferro P. E. x Clearal ✓ SHWR M i 7 po NY 11944 7, �, PO Box 5 Green 4X4 POST x - c� c ! w n ' x 0 0 ^ o u=4 w (T) 516 457 5596 X m III >< ll (E) nickmazzaferro@verizon.net NX ....][ ry 771 - 2X6X27112'HEADER(2) 2% X39112"HEADE (2) x ` DATE: 01/26/2024 4X4 POST 2Xfi% 7112'HEA R(21 2% %391/2'HEADE (2) /I PROJECT NO: GROSS FLOOR AREA GROSS FLOOR AREA 367 SQ.FT 538 SQ.FT I \ DRAWING BY:VA 8'-6 3/4" T-0 1/2" / 5'-1 1/4" 3'-6 1/2" 3'-0 1/2" 3' 1'-0 1/4" / I } CHECKED BY: DSJ 2'-0 1/2" 2 3/4" T-7 1/4" T-4 1/2' 9'-7" 5'-4 3/4" 12'-7 1/2" K U-6 1/2" —I————-4———— SCALE: AS NOTED 24'-6 3/4" 24'-6 3/4" I // \ I � n First Floor Framing, Wall Plan View n Second Floor Framing, Wall Plan View \ 1/4in = 1ft 1/4in = 1ft PAGE: D-1 Proposed Framing Plans 0 SCALE: 1/4" — 11-0rr DOB APPROVAL:STAMP C� ISSUED: 01/26/2024 DEPARTMENT OF BUILDINGS � REVISION 4 24'-6 314" •c , -24'-6 3/4" �..;......_.....:';:-,__.:. _._.... -:-_.._...- . . .........................._..., ..........._....w-� 12'-3" 12'-3 3/4" 4.$_Posr 5'_2` 2._5,. a �2'-81/2" 5'-2' 4.51/4", ... .. ... ....... .............. _ ..._..::. .:........_.__._..._.... �.....✓ W (y^�� �1 4'-8" -5 2" .. - 2'-5" 2'-81/2" 5'-2" 4'-5 1/4" I : III it n IF Consulting Architect/Designer SNOWDON 11 LTD ROOF FRAMING NEW j 85 Willow Street #71 4 ; .fin•__•—:Y3'_'..�_2 • N Orient, 1' NY 11957 • V DAVID SNOWDON-JONES 60 (T) 212 518 1818 v h �! O M N (E)dsj@snowdon.us N Q q M 'v m 3 Department of Buildings - •L .I N .,,Y '... � N Denial Request- 05/01/2023 REVISION 1 - 09/07/2023 N rFF i � � REVISION 2 - 10/13/2023 REVISION 3 - 01/18/2024 �,;;,;,;,,;;;;;;;,;;;;;; ROOF FRAMING EXISTING ° f° REVISION 4 - 1/26/2024 I I I O f 1 it r —J I l 8'-63/4" T-01/2" 1'-10" 7-0 1/2" 1'-61/4" 1'-01/4" 8'-6 3/4" 3'-0 1/2" 5'-43/4" 12'-71/2" 6'-6112" 1'-10" 2'-01/2" 1'-61/4" 1'-01/4" 5'-4 3/4" 12W 1/2" 6'-6 1/2" 24'-6 3/4" 24'-6 3/4" First Floor Framing, Ceiling Plan View Framing, Roof Plan View 1/4in = 1ft 1/4in 1ft Address KING RESIDENCE 225 BAY LANE, ORIENT, NY, 11957 MAPI SOI AR PAN�I„$ PANELf} I Description I � I I' I HOME REMODEL I6 13116 12 l 1 .....��— 6 13/16'12E iI ENGINEER Nick Mazzaferro P. E. 4 I � \ �! I PO Box 57, Greenport, NY 11944 1. T 516 457 5596 (E) nickmazzaferro@verizon.net i � DATE: 01/26/2024 PROJECT NO: DRAWING BY:VA CHECKED BY: DSJ SCALE: AS NOTED I / I i \ I � �_T / PAGE: n Roof Plan View U 1/4 in -- 1 ft D_2 Proposed Framing Plans 0 SCALE: 1/4" = 1'-0° DOB APPROVAL:STAMP ISSUED: 01/26/2024 DEPARTMENT OF BUILDINGS REVISION 4 Use the icons tefindd I - " uct options in this 1 l 1`�' OWDON t�NV05tand wind T SEW �ASTIIA F 1886 ASTM E 19941 woo€ € E, r�r+:�� �' ;�h "f�L, F;rerrla�. n Consulting Architect/Designer { � f SNOWDON II LTD Dso ' lo wMstand wind85 Willow Street #71 tomm up to 176 mph Orient, NY 11957 s � ., m DAVID SNOWDON-JONES €~ s .ate E. ' � + '> r% 'a�..g, ." yS' a`t W i0ffi-1 (T) 212 518 1818 z` (E)dsj@snowdon.us f WODA I HVHZ Optiam Look,for his icon f 'e door e yI s that con be ^ifiagt f D t d` 44.Z, r Department of Buildings - Denial Request - 05/01/2023 wiNDow scHeDu�E I VV REVISION 1 - 09/07/2023 # FLR. OTY SIZE DESCRIPTION R/O A.F.F. H.H. ROOM NAME COMMENTS N. m .- REVISION 2 - 10/13/2023 ""t"" mw^':rvr•-:rcEn tl J e a d 3 I i!4 T'fA W1 1 1 4634AW SINGLE AWNING COMPOSITE CLAD 541/2"X401/2" 44" 84" KITCHEN A-SERIES..GLIDING PATI � •-: ( ) REVISION 3 - 01/18/2024 REVISION 4 - 1/26/2024 �MVVm W2 1 1 3034AW SINGLE AWNING COMPOSITE CLAD 361/2"X401/2" 44" 84" KITCHEN/DECK �W> W3 1 2 2648DH DOUBLE HUNG COMPOSITE CLAD 30 1/2"X56 1/2" 28" 84" LIVING I'... 5 .. ...... S j[ — W4 1 1 13048DH DOUBLE HUNG COMPOSITE CLAD 361/2"X561/2" 28" 84" KITCHENAN.D ER S E N• A-SERIE51 OUBLE'-HUN€". WINDOWS w,unswf- a aoaas I... .i Me Deub a-Hung Window details Downshrs f m sole 1 1/2.p87 m 1'•0"(305)-1:8 W5 2 1 305ODH DOUBLE HUNG COMPOSITE CLAD 36 1/2"X60 1/2" 20" 80" BDRM 2 of door thre"d ;� �r _.._ may vary With twe twalfation E"- W6 2 1 305ODH DOUBLE HUNG COMPOSITE CLAD 36 1/2"X60 1/2" 20" 80" HALL `}JOVa � Orr1 , rlaa,�ftmK Trrui Eve,GA&ng inert art .. ...... demh 4ie¢npgt Etgd,AI 3a1flA tn ,sn Address z<'s .tre 1 3YsEn v aeh •,° — W7 2 1 2030DH DOUBLE HUNG COMPOSITE CLAD 241/2"X361/2" 44" 80" BATH (:oe minin l KING RESIDENCE Hflr,afl,� fin i W8 2 1 305ODH DOUBLE HUNG COMPOSITE CLAD 361/2"X601/2" 20" 80" BDRM1 t .;.° x t?&I i..., .:fl 3 `,w ......_ 225 BAY LANE ORIENT NY s � {,itl(� ! {RLgtfi` Attdt+san°•; i � ,,. 1 1 1 I � Fb{�GpYYflI"s�� ' 11957 Andmew :} W9 1 1 3034AW SINGLE AWNING COMPOSITE CLAD 361/2"X401/2" 44" 84" LIVING/DECKf�* ° m Read Description g441 l Rough VAft W10 2 1 205ODH DOUBLE HUNG COMPOSITE CLAD 241/2"X60 1/2" 20" 80" CLST HOME REMODEL sw - €b,Er m" Paneis,stfAmetsweInsect W11 1 1 203ODH DOUBLE HUNG COMPOSITE CLAD 24 1/2"X361/2" 48" 84" HALF BATH OBSCUREcy Gliding Patio Door Details - Traditional Panels ENGINEER - Scale 1 1/2" (38) = V-0" (305) - 1:8 m�� -:= Nick Mazzaferro P. E. W12 0 3 1408LV LOUVERED 171/2"X91/2" -1 1/2" 61/2" UNSPECIFIED € g PO Box 57, Greenport, NY 11944 (T) 516 457 5596 (E) nickmazzaferro@verizon.net DATE: 01/26/2024 PROJECT NO: DRAWING BY:VA \ CHECKED BY: DSJ -4____ SCALE: AS NOTED b%:°,"itYlbw®jj.S+vxUptN mfmmCrtt Se l�-Izx�t 9:dr>7 in Ai ACe PengT,. ' I / i'&f CNt'+e%i ways nlR D¢rIx dudW'�Uh`83'�8 ;1Ti it R?es d-:dEP N19�4on81A U°e pu'�.�'�a 11k P�htryt iQ`3iEt �`f'�b'ss�iC+tin: \ 6imegS +}Pnm><tP.B Nrancle€n. •YA3Mme rev>;M1 epnM�ms/flne6 fa ee5nkraaYad to alMrtfw fNWWing FxsVF Nasbf�,a€it pamEtry{.MmN lcf Nexa alNer lte� \ •OP.flRAa efl ipf A€Em4alElEFsrAgllnd ttu.'EtMInWnCMf°,Lrc(za�nrttjx.Nuu+.tKSS€€EEI€un'f!t�9ndsss m9iV�+81S.BCixt tO amriEef ietx9a€Rr!35�ineHCe:�s¢°rth2C1. E:irw�x=r. 2t#32A k-Series aroeoc¢at; Page 1 of 1 , F PAGE: S-1 Sections Proposed O SCALE: 1/4 = 1 0 DOB APPROVAL:STAMP ISSUED: 01/26/2024 DEPARTMENT OF BUILDINGS NOTES: REVISION 4 Foundation 16" wide 8" high. ou d g -� ,: II ( I -{ � i M�� ( , 71Wr Two x #4 rebar in footing along length of the footing. I Walls poured concrete 8" thick. #4 rebar 2' on center both direction. All tied together with Footing. �' Anchor bolt 5/8" set at 48" on center at 7" depth min' with Square washer. £ Consulting Architect/Designer s SNOWDON 11 LTD 4" poured basement slab with weld wire ' h reinforcements, trowel finish, pitch to flood vents. - 71 , f 85 Willow Street # s Orient, NY 11957 DAVID SNOWDON-JONES Site Protection: Furnish and install protection at all (T 212 518 1818 lines. Contractor to install fence where property ill applicable and maintain work with job envelope. s� snowdon us f Department of Buildings Denial Request - 05/01/2023 House Lift: All utilities (water, gas, electric) are to be REVISION 1 - 09/07/2023 disconnected b the appropriate entities prior to yp __........__._._ _._.._....._......_._. ..... ...__.-_._.._.__ _ N REVISION 2 - 10/13/2023 mobilization to the site. — h Mal REVISION 3 - 01/18/2024 rs REVISION 4 - 1/26/2024 Flood Opening NEW FOUNDATION NO CHANGE TO LOCATION OR DIMENSION CHANGE TO HEIGHT OF THE HOME +/- 12" Existing Cross section 1 New Foundation and Crawlspace 1/41n= 1ft 1/4in= 1ft Elevate the existing home and prepare it for a final excavation beneath • Excavate all bases of our cribbing towers down to the proposed footing elevation as per plans provided Address • Structure to be lifted off its existing floor system by aw. professional home lifting company. Install a grid ofG t KING RESIDENCE 3 f.� steel through the walls and bolt ledgers to the stud of *£the house is 225 BAY LANE, ORIENT, NY, � ral �-, 11957 Floes , . T open , InTenor • Upon completion of new foundation, set the building than .f Dt down and remove all equipment from site Description 1 HOME REMODEL 2 ENGINEER : f Nick Mazzaferro P. E. mow' PO Box 57, Greenport, NY 11944 CASTIlPLA (T) 516 457 5596 CAST-Ilate SILL N-PLACE ANCHOR BOLT SQUARE WASHER t t I nickmazzaferro@verizon.net (E) --` DATE: 09/26/2024 M i � PROJECT NO n DRAWING BY:VA CHECKED BY: DSJ cFOUNDATION-,-__u -, ...•s - CONCRETE WALL sue'' REINFORCING STEEL AS REQUIRED SCALE: AS NOTED CONCRETE SLAB " CONCRETE FOOTING H. F \ / � Cross Section Foundation - See Notes PAGE: S-2 Sections Proposed 0 SCALE: 1/4" = 1' On DOB APPROVAL:STAMP o Sheet 27-Laserfiche — Q x File Edit yew Tpsks Annotations look -Window Help ir [ ] -) T11Jf&%MS 4L x linage x 0 r c t ' � P TownOfSouthold(ELIZABETHC) Image:5421 x 3775,150x 150 DPI Page 1 of 1 ne, n1-x1Po mOx S t a x� r .x \ \ _ 9 a i I I 4(. — Stn� �.....r f. r Lsrr..no Isx ♦ - m e 3 I yea \\\awn\ \\ 27 1 h f , 1 e ,�,4:^<4w^"":ow,c.. "•",. ".a --- •.�,.. ... n COUNTY OF SUFFOLK U rgT�cE n �: ,zc,w f000 stc narro __ __ J11H� O .. - ,.. a.K Renl Property T..S—icl Agency � `f nlxrsanlfoPo or xr� u ® - „��" mv«u. souTnoEo 024 ry ww _—.—_ —— — • —_� uw '. ear o ,•x[x��,.niay.PovAul:1>II1Vl W iOLR CtlNiv rAlANv 4.947B1en A " A rnrxnn rnenrtr nnsra rs nc _,®. r< J SNOWDON Ref: King Residence/225 Bay Lane October 15Y, 2024 Client: Mr. Bill King Project 225 Bay Lane, Orient, NY 11957 SCTM 1000-24-2-26.5 Owner's Agent: David Snowdon-Jones E C G 1 V G Tel: 212 5181818 D Email: DSJ@snowdon.us V l.� Subject:Trustees Pre-Submission Conference OCT 8 2024 7 CC: Nick Mazzaferro ' WyYIVI� •„YVI{ Board of Trustees—Town of Southold Board ofTrustPP' Tel: 631-765-1892 hcz;ma H .our hoJ,dtow,nn� ©, Location: 53095 Route 25. { Mail: P.O. Box 1179,Southold, NY 11971 Dear Trustees Please find attached a set of plans for trustee consideration for the proposed renovation at 225 Bay Lane, in Orient. We propose to repair/restore the 2-bedroom home. Extend the bedrooms out over the porch, replace the windows and doors,shingle and roofing. Replace the wood foundation with concrete. Update the bathroom and kitchen. No change to building footprint, no change to location. We also propose the installation of solar panels as a primary source of electric for the home. The renovation, including solar panels,were approved by HPC RESOLUTION#01.25.2024.1, attached.At your convenience, I would like to schedule a project review at 225 Bay Lane. Many thanks David SnOWldonjotB5 Architecturol&Interior Design. - 85 Willow Street 71,Orient,NY 11957 - Snowdon Ltd @ 2024 -�a,a�c�••�f� °L'�u�Le�r.�� -��p3.���f;-�nus -;a. O Al (}Pk �t�l�errc3,th�>���i.icti�t Y �q Mr William King;225 Bay Lane, Orient, NY 11957 iewnc�rsa�ff�i�:�t'�i�er4y`iclv�n[ili .itis�14:'i'tif�1ODU-.24.2.26.5 ira 4h+:.l�Ftvi�'i�f; Southold David Snowdon-Jones :. . :�PVC{y;�'�61L`y•h[]�1�,y`Authe)1�'d.E�; Snowdon LTD, 85 Willow Street, PO Box 71, Orient, NYtj)2d no4esmry fork iiiynlVad,+rritll the a plicaiian:pr�ces5 fcir Pei it{�f m¢tt�::5ou1�aa1 7' ;�oarc�•o!T�v.4tees.f�r�ltis�tap�ty. pro� :Qwft r"�,Stgri�ttt�:�J I'rt�pec�y omc lcr's=S68naturc 5�"►?f dtR`If7� fl E�ih�lE �'Etl �`f°" AY'Ofr N6far'Public CONNIE D.BUNCH Notary Public,State of New York No.01 BU6185050- Qualified in Suffolk County Commission Expires April 14, 2_04R