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HomeMy WebLinkAbout51782-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 51782 Date: 03/25/2025 Permission is hereby granted to: Steven Bellavia 380 Lupton Point Rd Mattituck, NY 11952 To: Construct interior alterations with window and door replacements to an existing single-family dwelling as applied for. Premises Located at: 380 Lupton Pt Rd, Mattituck, NY 11952 SCTM# 115.-11-21 Pursuant to application dated 02/10/2025 and approved by the Building Inspector. To expire on 03/25/2027. Contractors: Required Inspections: Fees: Single Family Dwelling- Alteration $900.00 CO Single Family Dwelling-Addition /Alteration $100.00 Total $1,000.00 Building Inspector felt , � TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959 .► Telephone(631)765-1802 Fax (631)765-9502 htt ://www.sout o v Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. �� Building lnspector,_ Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant 1s not the owner,an Owner's Authorization form(Page 2)shall be completed Date: OWNER(S)OF PROPERTY: Name: JORGO CIKOLLA SCTM#l000- Pfoject Address: 380 LUPTONS POINT ROAD MATTITUCK NY 11952 Phone#: 917 567-6064 Email: 9cikollas@yahoo.com Mailing Address: 380 LUPTONS POINT ROAD MATTITUCK NY 11352 CONTACT PERSON: Name: JORGO CIKOLLA Mailing Address: 380 LUPTONS POINT ROAD MATTITUCK NY 11952 i Phone#: 917 567-6064 Email: GCIKOLLAS@YAHOO.COM DESIGN PROFESSIONAL INFORMATION. Name: KYPRIANOS LAMBIRIS Mailing Address: 31-28 CRESCENT STREET LIC NY 11106 Phone#: 551 404-8249 Entail: KLAMBIRIS@AOL.COM CONTRACTOR INFORMATION: Name: JORGO CIKOLLA Mailing Address: 380 LUPTONS POINT ROAD MATTITUCK NY 11952 Phone#: 917 567-6064 JE:ll GCIKOLLAS@YAHOO.COM ', DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ®Alteration ❑Repair DDemolition Estimated Cost of Project: 00ther 45,800 Will the lot be re-graded? ❑Yes CnNo Will excess fill be removed from premises? ❑Yes 56No f 1 PROPERTY INFORMATION Existing use of property: 1 FAMILY Intended use of property: 1 FAMILY Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? Dyes ®No IF YES, PROVIDE A COPY. Check Box After Reading: The owner/contractor/design professional is responsible for an drainage and storm water issues as prowAded by Chapter 236 of the Tavm Code. APPLICATION 15 HEREBY MADE to"BuildlnaLfeepartment for the Issuance ofa 4ulleling Permit pursuant to the Rulldl�Zone ordinance of the Town of Southold,Suffolk,County,New York and other applile"Laws,Ordinances or ReaulatNans.for the construction of buildings, additions,alterations or for mmoval or demoUtion as herein desmU&The applicant agrees to Comply ifft s0 applicable law%ordlimW16 code, housing code and regulations and to sdmitauthorfud Inspectors on premises and In buiNng(s)for necessary Inspection&false statements media herein are punishabM as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal law. Application Submitted By(print name): JORGO CIKOLLA []Authorized Agent ❑Owner Signature of Applicant: Date: Notary', of N aaw yorf STATE OF NEW YORK) Qualified in Qi ears County SS: o Oj l_' 720694 Crrmrr�i�;5�n� F r �4, � COUNTY OF ) JORGO CIKOLLA being duly sworn, deposes and says tlrti It(s)he is the applicant (Name of individual signing contract)above named, (S)he is the owrvER [ (Contractor,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file„therewith. Sworn before me this &��bta uh C, f Ne l(ork, Qualified in o teens County ILday ! � 0 01 Irbn52C941 of L' D rs � r� N ary Public �, .. v ; I PROPERTY OWNER wAN.NTH0NLN AT1 N (Where the applicant is not the owner) I, JORGO CIKOLLA residing at do hereby authorize to apply on & my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature _ Date JORGO CIKOLLA Print Owner's Name 2 s Town Hall Annex, Telephone(631)765-1802 54375 Main Road P.O.Box 1179 Southold,NY 11971-0959 cou BUILDING DEPARTMENT TOWN OF SOUTHOLD STOP WORK ORDER TO: Jorgo Cikolla 360 Luptons Point Road Mattituck, New York 11952 YOU ARE HEREBY NOTIFIED TO SUSPEND ALL WORK AT: 380 Lu tons Point Road Mattituck New York TAX MAP NUMBER: 1000-115.-11-21 Pursuant to Section § 144-8 A (1) of the Town of Southold Code, you are hereby notified to immediately suspend all work until this order has been rescinded. BASIS OF STOP WORK ORDER: Construction without first obtaining Building Permits. CONDITIONS UNDER WHICH WORK MAY BE RESUMED: When New York State DEC Southold Town Trustees and Building De artrnent have issued approvals. FAILURE TO REMEDY THE CONDITIONS AFORESAID AND TO COMPLY WITH THE APPLICABLE PROVISIONS OF LAW MAY CONSTITUTE AN OFFENSE PUNISHABLE BY FINE IMPRISONMENT OR BOTH. DATE: 3/13/2025 Nanc Me e Build ng In ector IT SHALL BE UNLAWFUL TO REMOVE THIS NOTICE WITHOUT WRITTEN CONSENT OF THE ISSUING AGENCY. 51Rs RENOVATION AT Ur!m% TON 0 N I ot�% u EXISTING ONE FAMILY h/lATTITUCK, ICY 11952 MOUSE AT 380 LUP70H [PO 111GAD LUPTONS POINT ROAD MATTITUCK, NEW YORK 20'WIDE PRIVATE ROADWAY 350.00' PROPERTY LINE 100.001 - -- - - - - - - - - - - - - - SITE INFORMATION ' FRONT YARD ADDRESS 380 LUPTONS POINT ROAD, MATTITUCK, NY 11952 o ' ACREAGE 0.49 IA LAND USE MEDIUM DENSITY RESIDENTIAL �- CLASS ONE FAMILY YEAR-ROUND RESIDENCE ASPHALT ZONING PRIMARY R-40 O O COVERED WOOD FRESHWATER WETLANDS 0.00 PORCH J 14 TIDAL WETLANDS 0.18 28.6' 21.3' 127' COSTAL EROSION HAZARD AREA 0.00 O ' EXISTING ONE- FAMILY BUILDING 2 STORY 90 EXISTINGGARAGE - N 1 S ORY DRAWING LIST -a. T-001.00 TITLE SHEET, PLOT PLAN t!!W!OODDECK G-001.00 NOTES N N Z-001.00 ZONING MAP, SURVEY ni lr� DM-001.00 FLOOR PLANS (Exiting-Demolition) N � 114 A-001.00 CELLAR PLAN (Proposed) uj z w A-002.00 1 ST FLOOR PLAN (Proposed) J Z J A-003.00 2ND FLOOR PLAN (Proposed) a F+- w A-004.00 ROOF PLAN (Proposed) Cr.a t REAR YARD i A-005.00 STANDARD DETAILS N a TOTAL: 9 BANK egNk 2 03-24-25 FILED WITH D.O.B. 1 03-18-25 FILED WITH D.O.B. No DATE ISSUE/REMSION WOO CK K.V. LAMBIRIS ARCHITECT 31-28 CRESCENT STREET, L.I.C, NEW YORK-11106 ' DREDGED CANAL ' TEL: 551-404-8249 EMAIL:KLAMBIRIS@AOLCOM PROJECT: 380 LUPTON POINT ROAD MATTITUCK, NY 1 PRo t DRAWING TITLE: 5& TITTLESHEET, PLOT PLAN ?5.00• PLOT [CLAN ElScale: 1/16"= V-9' SEAL &SIGNATURE: DATE: 03-24-2025 c D A - PROJECT No:2024-00 V. 'r/� DRAWING BY: EV n CHK BY: K.LAMBIRIS cnh --a". 4 DWG No: 062,E T-001 .00 OF �N PAGE 1 OF 9 GENERAL REQUIREMENTS CARPENTRY DOORS AND WINDOWS DEMOLITION NOTES R" EMOVATION ALL CONSTRUCTION SHALL COMPLY WITH THE NEW YORK STATE BUILDING CODE(NYSBC), 1. LUMBER SHALL CONFORM TO THE LATEST EDITION OF THE"NATIONAL DESIGN UNLESS OTHERWISE SHOWN ON DRAWINGS EXTERIOR ENTRANCE DOORS SHALL BE ALL DEMOLITION WORK SHALL COMPLY WITH THE LATEST EDITION OF THE NEW YORK /", RESIDENTIAL CODE OF NEW YORK STATE(RCNYS),ENERGY CONSERVATION CODE OF NEW SPECIFICATION FOR WOOD CONSTRUCTOR"AS PUBLISHED BY THE NATIONAL FOREST INSULATED STEEL..,WITH THERMAL GLAZED WINDOWS AS MANUFACTURED BY STANLEY. STATE BUILDING CODE(NYSBC),INTERNATIONAL RESIDENTIAL CODE(IRC),OCCUPATIONAL P1 YORK STATE(ECCNYS),AND ALL APPLICABLE LOCAL LAWS AND ORDINANCES OF THE TOWN PRODUCTS ASSOCIATION,UNLESS OTHERWISE NOTED. THERMA-TRU,MORGAN OR APPROVED EQUAL SAFETY AND HEALTH ADMINISTRATION(OSHA)REGULATIONS,AND ALL APPLICABLE LOCAL EXISTING OF MATTITUCK,NY. ALL LUMBER TO BE DOUGLASS FIR-LARCH#2 OR BETTER,CAPABLE OF DEVELOPING THE INTERIOR DOORS SHALL BE SIX PANEL,RAISED PANEL STAIN GRADE,SPECIES AS LAWS AND ORDINANCES OF THE TOWN OF MATTITUCK,NY. ALL WORK SHALL CONFORM TO THE LATEST EDITION OF THE INTERNATIONAL BUILDING FOLLOWING MINIMUM ALLOWABLE STRESS: SELECTED BY THE OWNER. CONTRACTOR SHALL OBTAIN ALL REQUIRED DEMOLITION PERMITS FROM THE TOWN OF O FAMILY CODE(IBC)AND INTERNATIONAL RESIDENTIAL CODE(IRC)AS ADOPTED BY NEW YORK MATTITUCK BUILDING DEPARTMENT BEFORE STARTING ANY WORK. STATE. SIZE Fb(PSI) Fb(PSI) Ft(PSI) Fc(PSI) WINDOWS AND PATIO DOORS SHALL BE AS MANUFACTURED BY ANDERSEN EQUIPPED WITH LOW'E INSULATED GLASS W/SIMULATED FULL DIVIDED LINES AND FULL INSECT SCREEN. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS,STRUCTURAL ELEMENTS,AND HOUSE ALL NECESSARY PERMITS SHALL BE OBTAINED FROM THE TOWN OF MATTITUCK BUILDING 2 x4 1,312 1,508 862 1,495 UTILITY LOCATIONS ON-SITE BEFORE STARTING DEMOLITION.ANY DISCREPANCIES, DEPARTMENT BEFORE THE COMMENCEMENT OF WORK. 2 x6 1,137 1,307 747 1,430 UNFORESEEN CONDITIONS,OR STRUCTURAL CONCERNS SHALL BE REPORTED TO THE 2 x8 1,050 1,207 690 1,365 ARCHITECT/ENGINEER IMMEDIATELY. AT CONTRACTOR SHALL VERIFY ALL DIMENSIONS,SITE CONDITIONS,AND EXISTING UTILITIES 2 x10 962 1,106 632 1,300 EXTERIOR PRIOR TO CONSTRUCTION AND NOTIFY THE ARCHITECTIENGINEER OF ANY DISCREPANCIES. 2 A2 875 1,006 575 1,300 DEMOLITION SHALL BE PERFORMED IN A CONTROLLED MANNER TO PREVENT DAMAGE TO PROVIDE NEW VINYL SIDING TO MATCH EXISTING SIDING OR STONE VENEER. STRUCTURAL ELEMENTS,UTILITIES,AND AREAS OF THE HOUSE DESIGNATED FOR ANY REQUIRED VARIANCES OR ZONING APPROVALS SHALL BE SECURED BEFORE THE Fv (HORIZONTAL SHEAR) = 95 PSI PRESERVATION. START OF CONSTRUCTION. Fc (PERPENDICULAR TO GRAIN) = 625 PSI E (MODULUS OF ELASTICITY) = 1,700.000 PSI ANY LOAD-BEARING WALLS, BEAMS,OR STRUCTURAL ELEMENTS SCHEDULED FOR L U F 7 0 H Lr--"G M 7 FINISHES REMOVAL SHALL BE PROPERLY BRACED OR TEMPORARILY SUPPORTED BEFORE SITE REQUIREMENTS SET ALL JOISTS AND BEAMS WITH NATURAL CAMBER UP.ENDS LAPPED OVER BEARING DEMOLITION.NO STRUCTURAL DEMOLITION SHALL OCCUR WITHOUT PRIOR REVIEW AND SHALL BE SECURELY SPIKED TOGETHER. GYPSUM BOARD SHALL BE 4'-0"WIDE X MAXIMUM LENGTH PRACTICAL,TO ALLOW A APPROVAL BY A LICENSED PROFESSIONAL FIRE CUT ENDS BEARING MASONRY WITH-r ANCHORS EVERY 4th JOIST. ET.,0 A p"'L ALL SITE WORK,INCLUDING EXCAVATION,GRADING,AND DRAINAGE,SHALL COMPLY WITH MINIMUM OF JOINTS.THICKNESS SHALL BE 12"WHERE STUD OR JOIST SPACING IS 16"o/c ALL MECHANICAL,ELECTRICAL,GAS,AND PLUMBING SERVICES AFFECTED BY DEMOLITION LOCAL ZONING AND ENVIRONMENTAL REGULATIONS. PROVIDE 5/4"x3"BRIDGING SPACED NOT MORE THAN 8'-0"o/c AND SOLID BLOCKING AT AND 5/8"WHERE SPACING IS 24"o/c.USE 12"DENSHIELD SUBGRATE MATERIAL AT WET SHALL BE SAFELY DISCONNECTED,CAPPED,OR RELOCATED AS REQUIRED.COORDINATION MATTITUCK, N EW YORK EROSION CONTROL MEASURES SHALL BE IMPLEMENTED PER NYSDEC REQUIREMENTS. JOIST ENDS. AREAS AND 5/8"FIRE-RATED GYPSUM BOARD AT WALLS AND CEILING FOR GARAGE AREAS. WITH UTILITY PROVIDERS AND LOCAL AUTHORITIES IS MANDATORY. PROVIDE TEMPORARY AND PERMANENT BRACING FOR FRAMING,INCLUDING TRUSSES,TO CERAMIC TILE SHALL BE AS MANUFACTURED BY AMERICAN OLEAN,DALTILE OR APPROVED ANY HAZARDOUS MATERIALS,INCLUDING ASBESTOS,LEAD-BASED PAINT,OR MOLD,SHALL PROPERTY LINES,SETBACKS,EASEMENTS,AND UTILITY LOCATIONS SHALL BE CONFIRMED HOLD IT SECURELY IN POSITION AT ALL TIMES. EQUAL INSTALLER SHALL PROVIDE ALL PARTS AND ACCESSORIES REQUIRED.INSTALL BE IDENTIFIED,HANDLED,AND REMOVED IN ACCORDANCE WITH LOCAL,STATE,AND BEFORE EXCAVATION. USING METHODS AND MATERIALS RECOMMENDED BY THE TILE COUNCIL OF AMERICA. FEDERAL ENVIRONMENTAL REGULATIONS. PROVIDE DOUBLE MEMBERS AROUND OPENINGS MORE THAN 16"WIDE. STYLE,COLOR AND PATTERNS AS SELECTED BY THE OWNER. CONSTRUCTION FENCING AND SILT BARRIERS SHALL BE INSTALLED AS REQUIRED. DUST,DEBRIS,AND NOISE SHALL BE CONTROLLED TO MINIMIZE IMPACTS ON OCCUPANTS, PROVIDE A MINIMUM OF TWO MEMBERS UNDER ALL PARALLEL PARTITIONS. VINYL FLOORING SHALL BE SIMILAR TO CROWNE CORLON AS MANUFACTURED BY NEIGHBORING PROPERTIES,AND THE SURROUNDING ENVIRONMENT.WATER SPRAYING, ARMSTRONG,OR APPROVED EQUAL.INSTALL USING METHODS AND MATERIALS TEMPORARY CONTAINMENT,AND OTHER MITIGATION MEASURES SHALL BE USED AS PROVIDE NAILERS OR LEDGERS WHERE REQUIRED;FASTEN SECURELY. RECOMMENDED BY THE MANUFACTURER.COLORS AND PATTERNS AS SELECTED BY THE NEEDED. STRUCTURAL OWNER. LAP&SPIKE ENDS OF RAFTERS OR JOISTS.ANCHOR ALL FRAMING TO WALLS NOT MORE ALL DEMOLITION WASTE SHALL BE PROMPTLY REMOVED FROM THE SITE AND DISPOSED OF ALL STRUCTURAL WORK SHALL CONFORM TO NYSBC REQUIREMENTS. THAN 4'-0"o/c INCLUDING RAFTERS&JOISTS PARALLEL TO WALLS. PAINT SHALL BE LATEX EGGSHELL FINISH ON WALLS,AND SEMI-GLASS ON DOORS, AT A LICENSED FACILITY IN COMPLIANCE WITH LOCAL AND STATE WASTE MANAGEMENT WINDOWS AND RELATED MILLWORK.WOOD TO BE STAINED SHALL RECEIVE CLEAN SATIN REGULATIONS. ALL CONCRETE WORK SHALL COMPLY WITH ACI 318 STANDARDS AND HAVE A MINIMUM PROVIDE 12"HIGH CURBS AT ROOF OPENINGS UNLESS OTHERWISE SHOWN. URETHANE. COMPRESSIVE STRENGTH AS PER DESIGN SPECIFICATIONS. NAIL SET ALL WOOD TRIM AND WOOD SURFACES,PUTTY HOLES PRIOR TO FINISHING. EXISTING FLOORS,WALLS,AND CEILINGS THAT ARE TO REMAIN SHALL BE PROTECTED PROVIDE ALL FRAMING HARDWARE AS REQUIRED TO PROPERLY COMPLETE THE FRAMING. FROM DAMAGE DURING DEMOLITION OPERATIONS. STRUCTURAL FRAMING SHALL CONFORM TO NDS FOR WOOD CONSTRUCTION AND AISC AS AN EXAMPLE: STEEL CONSTRUCTION MANUAL AS APPLICABLE A. 5/8"CARRIAGE BOLTS AT 4'-0"o/c ALT.FOR TOP NAILERS. CONTRACTOR SHALL ENSURE THAT DEMOLITION DOES NOT COMPROMISE THE WEATHER B. 3/4"BOLTS WITH WASHERS @12"o/c FOR LEDGERS. RESISTANCE OR STRUCTURAL INTEGRITY OF THE REMAINING PORTIONS OF THE HOUSE. FASTENERS,ANCHORS,AND CONNECTORS SHALL MEET ASTM STANDARDS AND C. 518"x 2'-6"@ 4'-0"o/c FOR WALL PLATES. TEMPORARY ENCLOSURES SHALL BE PROVIDED AS NEEDED TO PROTECT AGAINST MANUFACTURER'S SPECIFICATIONS. D. 8-T-ANCHORS @ 4'-W o/c FOR JOISTS AND RAFTERS. WEATHER AND UNAUTHORIZED ACCESS. E. 1"x 3/16"STRAP ANCHORS TO STEEL BEAMS. F. ANCHOR SILLS AND PLATES WITH 12"o/c HOOKED BOLTS V-6"LONG SPACED MAX.otc. EXCAVATIONS OR OPENINGS RESULTING FROM DEMOLITION SHALL BE BACKFILLED, G. JOIST HANGERS,WHERE FLOOR JOISTS ARE SIDE BEAMING IN GIRDERS OR GRADED,AND STABILIZED AS REQUIRED TO ENSURE SAFETY AND PROPER DRAINAGE. ARCHITECTURAL, ROUTERS. CONTRACTOR SHALL COORDINATE WITH THE TOWN OF MATTITUCK BUILDING DEPARTMENT ALL MATERIALS AND FINISHES SHALL COMPLY WITH NYSBC,ENERGY CODE,AND LOCAL ALL LUMBER TO BE LEFT EXPOSED SHALL BE PRESERVATIVE TREATED AS DIRECTED BY TO SCHEDULE REQUIRED INSPECTIONS BEFORE,DURING,AND AFTER DEMOLITION FIRE SAFETY REGULATIONS. THE ARCHITECT. ACTIVITIES. MINIMUM CEILING HEIGHTS, ROOM DIMENSIONS,AND EGRESS REQUIREMENTS SHALL ENGINEERED LUMBER SHALL BE AS MANUFACTURED BY GEORGIA-PACIFIC CORPORATION. NO DEMOLITION WORK SHALL COMMENCE WITHOUT WRITTEN APPROVAL FROM ALL CONFORM TO NYSBC AND IRC. MICRO-LAM ALLOWABLE STRESSES. REQUIRED AUTHORITIES AND VERIFICATION THAT ALL NECESSARY SAFETY MEASURES ARE IN PLACE FIRE-RATED ASSEMBLIES SHALL BE INSTALLED AS PER UL-RATED DESIGNS WHERE INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. REQUIRED. CONTRACTOR SHALL INSPECT MICRO-LAM PRODUCTS UPON ARRIVAL AT JOB SITE AND ALL DOORS,WINDOWS,AND GLAZING SHALL COMPLY WITH ENERGY EFFICIENCY AND WIND REJECT ANY MATERIAL WHICH IS WARPED,WET OR OTHERWISE DEFECTIVE. LOAD REQUIREMENTS. MICRO-LAM BEAMS SHALL BE KEPT DRY THROUGH DURATION OF CONSTRUCTION. MULTIPLE MICRO-LAM MEMBERS SHALL BE FASTENED TOGETHER AS FOLLOWS: 9-12"AND 11-7/8"MEMBERS-2ROWS OF 16d NAILS @12"o%,STAGGERED TOP AND ENERGY CODE COMPLIANCE BOTTOM. 14", 16"AND 18"MEMBERS -3 ROWS OF 16d NAILS @12"o/c,STAGGERED TOP AND BOTTOM. ALL CONSTRUCTION SHALL COMPLY WITH THE NEW YORK STATE ENERGY CONSERVATION CODE(ECCNYS). WOOD STUD BEARING WALLS NOT FACED WITH PLYWOOD SHALL BE BRACED WITH SOLID BLOCKING AT INTERVALS NOT EXCEEDING 0.4 TIMES THE LENGTH OF THE STUD FOR 2x4 INSULATION VALUES FOR WALLS,ROOFS,AND FLOORS SHALL MEET OR EXCEED CODE STUDS AND 0.25 TIMES THE LENGTH OF THE STUD FOR 2x6 STUDS. REQUIREMENTS. ALL SHEATHING AND SUB-FLOORING SHALL BE EXTERIOR GRADE PLYSCORE TYPE C-D WINDOWS AND DOORS SHALL MEET REQUIRED U-FACTOR AND SHGC RATINGS. (DOUGLAS FIR PLYWOOD). ENERGY-EFFICIENT LIGHTING AND HVAC CONTROLS SHALL BE INSTALLED PER NYS PROVIDE HEADERS FOR OPENINGS IN NON-BEARING WALLS AS FOLLOWS AS MINIMUM: ENERGY CODE. FOR OPENINGS FROM 0'-0"TO 2'-0"USE(2)2"x 4" 2'-W TO T-0"USE(2)2"x 6" T-W TO 5'-0"USE(2)2"x 8" LIFE SAFETY & FIRE PROTECTION 5'-0"To T-0"USE(2)2"x 10" T-0"TO 8'-0"USE(2)2"x 12" SEE DRAWINGS FOR HEADER SIZE IN BEARING WALLS. 2 03-24-25 FILED WITH D.O.B. SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS SHALL BE INSTALLED PER NYS 1 03-18-25 FILED WITH D.O.B. RESIDENTIAL CODE AND NFPA 72. WOOD STAIRS SHALL BE CONSTRUCTED AS FOLLOWS: STRINGERS: CLEAR SOFTWOOD WITH MIN. EFFECTIVE DEPTH OF 3-12". No DATE ISSUE/REVISION FIRE SEPARATION AND FIRE-RATED ASSEMBLIES SHALL BE PROVIDED AS REQUIRED. TREADS: HARDWOOD FOR FINISHED STAIRS-SOFTWOOD FOR BASEMENT. RISERS: SOFTWOOD. EMERGENCY EGRESS, EXITS,AND STAIRWAYS SHALL MEET MINIMUM CLEARANCE AND �'SAFETY REQUIREMENT KY. S. ALL LINEN CLOSETS SHALL RECEIVE(5)WOOD SHELVES, 1"X DEPTH OF CLOSET.UNLESS RIS OTHERWISE NOTED,ALL OTHER CLOSETS SHALL RECEIVE HANGER ROD&SHELF. A FR C H I T E C T SPRINKLER SYSTEMS, IF REQUIRED,SHALL CONFORM TO NFPA 13/13R/13D STANDARDS. 31-28 CRESCENT STREET, L.I.C, NEW YORK-11106 THERMAL AND MOISTURE PROTECTION TEL: 551-404-8249 EMAIL:K AMBIRIS@AOLCOM CONSTRUCTION SAFETY& INSPECTIONS CONCEALED ALUMINUM,FLASHING SHALL BE .040 GAUGE MIN.LAP JOINTS MIN.OF T. PROJECT: CONTRACTOR SHALL MAINTAIN A SAFE CONSTRUCTION SITE IN ACCORDANCE WITH OSHA REGULATIONS. ASPHALT SHINGLES SHALL BE 2401bs PER SQUARE MIN.DIMENSIONAL TYPE,COLOR AS < 15 SELECTED BY OWNER.MINIMUM 20 YEAR GUARANTEE.SHINGLE UNDERLAYMENT SHALL BE 380 Lu�.i„O� �O'�,�„ ��A® REGULAR INSPECTIONS',SHALL BE SCHEDULED WITH THE TOWN OF MATTITUCK BUILDING DEPARTMENT. MATTITUCK NY GUTTERS AND LEADERS SHALL BE .032 GAUGE ALUMINUM,OF LONGEST PRACTICAL NO WORK SHALL PROCEED WITHOUT REQUIRED APPROVALS AND SIGN-OFFS AT EACH LENGTHS TO AVOID JOINTS.DOWNSPOUTS SHALL TIE STORM DRAINAGE SYSTEM, IF PHASE OF CONSTRUCTION. PRESENT,OR DRAIN ONTO CONCRETE SPLASH BLOCKS. ALL ENCLOSED ATTICS,CRAWL SPACES AND EACH SEPARATE SPACE OF CATHEDRAL DRAWING TITLE: CEILINGS SHALL HAVE CROSS VENTILATION WITH OPENINGS HAVING A NET CLEAR AREA OF Yso SQUARE FEET OF AREA TO BE VENTILATED.ATTICS AND CATHEDRAL CEILINGS SHALL NOTES HAVE VENTS LOCATED AT SOFFITS AND RIDGE. THERMAL INSULATION SHALL BE FOIL-FACED(WALLS&CATHEDRAL CEILINGS)OR KRAFT PAPER-FACED(CEILING AT ATTIC)FIBERGLASS BATTS,WIDTHS TO ACCOMMODATE STUD OR JOIST SPACING.THICKNESS AND R-VALUE AS NOTED ON THE DRAWINGS.R-VALUES SHALL NOT BE LESS THAN R-11 AT WALLS, R-38 AT CEILING AT ATTICS,R-19 AT CATHEDRAL CEILINGS. CAULKING AND SEALANTS SHALL BE AS FOLLOWS: EXTERIOR: DOW CORNING#795 SILICONE BUILDING SEALANT INTERIOR: TREMCO#737 ACRYLIC SEALANT. SEAL &SIGNATURE: DATE: 03-24-2025 � PROJECT No:2024-00 � n DRAWING BY: EV CHK BY: K.LAMBIRIS Ntv,,r DWG No: y �23a6`�"�o� N — 00 1 .00 PAGE 2 OF 9 RENOV Al EXIST ONE Fi HOU; AT ci II W 38. 1 Q J U 2 L u P 7 0 M rnQ o tiza Z� U �,� ? 4ZDaj� J� JO oW�O c Uo QtiW QO ti-x 3; �vZipZ O cc0 Z W R t. � Op z �41wo `- p� Y 'pN Z 00`O /•^ O .- 2 W c.Z I- W a Q U �-rn z 0 : 2 Qkn cc Lu MATTITUCK, I�o � uj LOCATIO Q � p� � p o � Up00� Jw Q zZW u Ov W Q � LL �i p � cnL w�Q��oz zw� x yc�iro U J 2�� .' 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I 1 DINING ROOM I _j__j KITCHEN � --j( w1 03-18-25 FILED WITH D.O.B. EXISTING CABINETS, F--� Z No DATE ISSUE/REMSION FIXTURES TO BE REMOVED I\\ PULL _ FAMILY ROOM I \ ( ATTIC STAIRS U ------------- I ------ I n RAISED BRICK I �X\ I N ? KY. LAMBIR"IS HEARTH p ;; �; z ARCH 1 T E CT k---� GARAGE H EXISTING FIXTURES C031-28 CRESCENT STREET, L.I.C, NEW YORK-11106 AND INT.PARTITION X LLI TO BE REMOVED w TEL: 551-404-8249 EMAIL:KLAMBIRIS@IOLCOM N Z = EXISTING AIRS REMAIN TO ___ -- ----- PROJECT: U DN o O Z. HALL z LIVING ROOM 380 LUPTON POINTROAD r! MIATTITUCK, NY co 1{ CL ( R ' 1 f— i *r I 16'0 5cT o X I{ SS I �� I GARAGE DOOR W UP f�.L"-1 Z i I_-' i��' CL i = DRAWING TITLE: I FOYER ���o I I PDR.RM — j w it J_ W II oL �iaa==JiTUNDRYRM z FLOOR PLANS „y,- 7;, sh I $- Q (Existing-Demolition) i I� 2 U Z Z_ REMOVE WNDOW (— EXISTING PORCH Cf) m X W v SEAL &SIGNATURE: DATE: 03-24-2025 PROJECT No:2024-00 AR RAWING BY: EV (EXISTING-NO CHANGE) (EXISTING-NO CHANGE) f ��J4: . 0 CHK BY: K.LAMBIRIS ct � :. , W �d 1 St FLOOR PLAN x DWG No: ._ I S`d'e: 3/16" EXISTING - DEMOLITION OF D M-001 .00 N� PAGE 4 OF 9 LEGEND EXITING PARTITIONS/WALLS TO REMAIN NEW PARTITIONS/WALLS RE NO OVAmim I uPv%IN AT EXISTING ONE FAMILY HOUSE / \ AT 380 / I LUP70M POEM7 � I ROAD I MATTITUC K, NEW YORK Z CO OPEN CELLAR x iN W W i� z Q U EXISTING EXISTING UNEXCAVATED o O COLUMN COLUMN ® N Z W FRN Z 0 F— z VQ EXISTING EXISTING EXISTING EXISTING w COLUMN COLUMN COLUMN COLUMN O ==y, ^ N z — -- -- -- -- -- -- -- -- -- -- -- W U T-4" T-4" T-833 T-83/" Z Z H 2 � U o O W -a4o Z m z U' z EXISTING STAIRS F— N TO REMAIN X `X ao W t co C�'2 x�' x CO c"oXUPX NW 1"w NO WORK TO BE DONE IN THIS AREA `o W z U W z 0 Z z 2 I— U UNEXCAVATED CO) O w z ib 6 z co w NOTE: 2 03-24-25 FlLED WITH D.O.B. EXISTING WINDOWS TO REMAIN UNLESS DAMEGED. 1 03-18-25 FlLED WITH D.O.B. DAMAGED WINDOWS TO BE REPLACED BY No DATE ISSUE/REMSION 4,-0„ ANDERSEN S-400 SERIES 2,��"(EXISTING-NO CHANGE) (EXISTING-NO CHANGE) K,V. LAM"b" IRIS ARCHITECT 31-28 CRESCENT STREET, L.I.C, NEW YORK-11106 TEL: 551-404-8249 EMAIL:KLAMBIRIS@AOLCOM CELLAR PLAN (NO CHANGE) PROJECT: 1 Scale: 1/4"= V-0„ EXISTING 380 L.UPTON POINT ROAD MATTITUCK, NY DRAWING TITLE: CELLAR PLAN (Proposed) SEAL &SIGNATURE: DATE: 03-24-2025 PROJECT No:2024-00 DRAWING BY: EV HK BY: K.LAMBIRIS DWG No: 023062 - A-001 .00 OF � PAGE 5 OF 9 LEGEND EXITING PARTITIONS/WALLS TO REMAIN NEW PARTITIONS/WALLS b"-%E IN 0 V AT I u""k IN AT EXISTING ONE FAMILY HOUSE 46'-0" (EXISTING-NO CHANGE) AT 0 TERRACE LUIT70V POHM7 RIGAED MATTITUCK, NEW YORK O 3'-4.x4'O" 6r Wx6'-ow 12'-0"X I-Ow iv RELOCATED WINDOW RELOCATED SLIDING DOOR SLIDING DOOR EXISTING w OW 1 N REF 26'-9" 3y2 21'-OYZ 3Y2" 1 1 I I 1 12'-6" Lw KITCHEN m DINING ROOM IT Q w © ROOM AREA=147.7 SF ROOM AREA=121.5 SF > P WA=30.6 SF 6 WA=13.3 SF ^ 30.6 SF > = cp 13.3 SF >10%=OK Q FAMILY ROOM F—� 0 I OPENE AREA= OPENABLE AREA= 1 15.3 SF 5%=OK . - 6.65 SF>5%=OK v ROOM AREA=255 SF °O I �--PULL DOWN Z WA=84 SF \ / Q 1 N X m 84 SF >1o%=oK I \ / I ATTIC STAIRS U 04 OPENABLE AREA= i NEW(3)2X12 LVL 6X6 POST 04 56 SF>5%=OK ( X ( -1 Z 2 V-6" 6'-0" 2.1 E-31002150 SYP(ABOVE) X / \ a RAISED BRICK I / \ I N Z w — — _ —_. HEARTH z X POST 6X6 POST — GARAGE R X = 6X6 POST 6X6 POST W U oZ o O mp x X w N z — O z c''w —_ ---� —_. NEW(4)2X12 LVL Q > EXISTING STAIRS 2.1E-3100/2150 SYP(ABOVE) U R mQ TO REMAIN DN w q O ` ci co Z 60) 6 . N CD... z ti LIVING ROOM o A CO) X ROOM AREA=265.2 SF Q N WA=60 SF o I 16'-0"xT-0" w C O co SF >10%=OK ( ° GARAGE DOOR v PENABLE AREA= UP � I 30 SF>5%=OK I I C I BATH RM WASH I I FOYER N cL a I I LAUND ^ I I I MYER FILL EXTERIOR WALL CAVITY w C7 I i 10'-1 Z 15'-6%" 2' S'-3" 0 5' WITH INSULATION SPRAY FOAM INSULATION = TYP.FOR ALL EXTERIOR WALLS U w 3'-4"x6'-0" 3'-4"x6'-0" 2'-0"x3'-0" 3'-4"x6'-O Z (� EXISTING EXISTING NEW ANDERSEN EXISTING Z ZQ S-400 SERIES H co U REPLACE DAMAGED WINDOW X o Z WITH ANDERSEN S-400 SERIES w m z EXISTING PORCH co NOTE: 2 03-24-25 FILED WITH D.O.B. w EXISTING WINDOWS TO REMAIN UNLESS DAMEGED. 1 03-18-25 FILED WITH D.O.B. ri DAMAGED WINDOWS TO BE REPLACED BY No DATE ISSUE/REVISION ANDERSEN S-400 SERIES K,V. 21'-4" LAMBIRIS (EXISTING-NO CHANGE) (EXISTING-NO CHANGE) ARCHITECT 31-28 CRESCENT STREET, L.I.C, NEW YORK-11106 TEL: 551-404-8249 EMAIL:KLAMBIRIS�OL.COM PROJECT: 1 1 ST FLOOR PLAN Scale: 1/4"= 1'-0" PROPOSED 380 LUPTON POINT ROAD MATTITUCK, NY DRAWING TITLE: 1 ST FLOOR PLAN (Proposed) SEAL &SIGNATURE: DATE: 03-24-2025 PROJECT No:2024-00 DRAWING BY: EV �'- CHK BY: K.LAMBIRIS IL DWG No: 02OF�2 A-002.00 PAGE 6 OF 9 LEGEND EXITING PARTITIONS/WALLS TO REMAIN NEW PARTITIONS/WALLS N uAw"If A T AT EXISTING ONE FAMILY HOUSE AT 380 11-8^ L LUP70M POEM7 (EXISTING-NO CHANGE) ROAD MATTITUCK, NEW YORK 0o NEW ANDERSEN NEW ANDERSEN NEW ANDERSEN V-0"x4'-0" S S-4 S ERIES EXISTING I 9-8" 6'-4" T-10" 3y2^ A I BEDROOM m BEDROOM > 0 ROOM AREA=205-2 SF : Q 12 ROOM WA AR SF Eu. 0 Tor ROOM AREA=239.3 SF WA=24-0 SF ao 23.8 SF>10%= OK 6 24.0 SF >10%=OK °D I 5%OPENABLE AREA= O 5%OPENABLE AREA= O '- 11.9SF>5%=oK 12SF>5%=OK ° `- ® EXISTING GARAGE ROOF Cv Z o 0 LO W - (n N N Z a N W DN ® I = A (11 I io Z 12I N � 15-3" 6 I Z A IH w NEW.LOAD w NEW.LOAD BEA ING WALL CO 0 BEARING WALL p 4X4 @ 12"o.c.LI EUP WITH W Q 4X4 @ 12"o.c. Q BEAM BELOW I v io ci ci o 0 o o 9 - v Z m tD (O m o Z x ' w X 15'-T' 3'-4y" X 16'-4" `_°X 4 ur— (V I I I I I I I I CL i i CL i i CL i i CL 0 FILL EXTERIOR WALL CAVITY I ( WITH CLOSED-CELL SPRAY 8'-0^ 12'-0" 9-W FOAM INSULATION TYP.FOR ALL EXTERIOR WALLS W 1- Z Q U � I o Z co 6 Z I EXISTING PORCH I CO) ( ( NOTE: 2 03-24-25 FILED WITH D.O.B. w EXISTING WINDOWS TO REMAIN UNLESS DAMEGED. 1 03-18-25 FILED WITH D.O.B. DAMAGED WINDOWS TO BE REPLACED BY No DATE ISSUE/REVISION - - -- ANDERSEN S-400 SERIES T-6" 40'4" "-6" L 19-10" T-6" K.11. LAMBIRIS 4T-0" 21.-4n N ARCH 1 T E CT (EXISTING-NO CHANGE) (EXISTING-NO CHANGE) 31-28 CRESCENT STREET, L.I.C, NEW YORK-11106 TEL: 551-404-8249 EMAIL:KLAMBIRIS@IOLCOh1 PROJECT: 1 2ND FLOOR PLAN Scale: 1/4"= 1'-0" PROPOSED 380 LUPTON POINT ROAD MATTITUCK, NY DRAWING TITLE: 2ND FLOOR PLAN (Proposed) SEAL &SIGNATURE: DATE: 03-24-2025 _. PROJECT No:2024-00 inJ! DRAWING BY: EV CHK BY: K.LAMBIRIS t= DWG No: Q23a62- A-003.00 �TF OF PAGE 7 OF 9 IR' EM AT EXISTING ONE FAMILY HOUSE AT 64'-4" 380 1'-6" 40'-0" 21'-4" LUP70H POEM7 ROAD MATTITUCK, NEW YORK I I I EXISTING EXTENDED ROOF I 12 I 3 f— I 1r1 12I I � I in I EXISTING GARAGE ROOF I 11 = o 0 12� N N I I EXISTING MAIN ROOF 11 I m 12F IN I I I 11 I I 12 F I 8'-0" 12'-0" 1r-0" 8'-o" I J _ I I I I NO WORK TO BE I D6NE IN THIS t&REA 0 60 I EXISTING PORCH I I NOTE: 2 03-24-25 FlLED WITH D.O.B. I EXISTING WINDOWS TO REMAIN UNLESS DAMEGED. 1 03-18-25 FlLED WITH D.O.B. DAMAGED WINDOWS TO BE REPLACED BY No GATE ISSUE/REVISION ANDERSEN S-400 SERIES 1'-6" 40'-0" 1'-6" 19'-10" 1'-6" KY. LAMBIRIS ARCHITECT 43'-0" 21'-4" 31-28 CRESCENT STREET, L.I.C, NEW YORK-11106 TEL: 551-404-8249 EMAIL:KLAMBIRIS@AOLCOM PROJECT: 1 ROOF PLAN (NO CHANGE) Scale: 1/4"= 1'-0" EXISTING 380 LUPTON POINT ROAD MATTITUCK, NY DRAWING TITLE: ROOF PLAN (Proposed) SEAL &SIGNATURE: DATE: 03-24-2025 PROJECT No:2024-00 DRAWING BY: EV L� n� CHK BY: K.LAMBIRIS co DWG No: A-004.00 TF OF N � PAGE 8 OF 9 REFERENCE STANDARDS HEADER SCHEDULE ALL INFORMATION AND SPECIFICATIONS SHHOWN WINN THESE DOCUMENTS REFLECTS 2 2X4 ON SPANS UP TO 4'4 MAX NORMAL BUILDING PRACTICES AND REFERENCES THE FOLLOrIG PU[TICATKJNS - 2 2X6 6'-0"MAX 2 2X8 8'-T MAX El"M'O V ATI ON BUILDING CODE OF NEW YU K STATE 2 2XIQ 10!-0*MAX RESIDENTIAL CODE OF NEW PORK STATE 2 2X12 12'-0" MAX ARE CODE OF NEW YORK STATE CONTRACTOR TO USE HEADER SHMILIE AT AMERICAN FOREST AND PAPER ASSOCIATION WOOD FRAME MESS OTHERWISE NOTED ON DRAWINGS CONSTRUCTION MANUAL FOR' ONE AND TWO FAMILY DY!'EWNGS EXISTIIMG ENERGY CONSERVATION CONSTRUCTION CODE FRAMIIJG NOTES O N E FAMILY 1- AS SPECIFIED WITHIN THESE DOCUMENTS, ALL EXTERIOR WALLS W'LL BE CONSTRUCTED AS TYPE I SHEAR WALLS A DEFINED BY THE AMERI,".AN FOREST AND HOUSE PAPER A=. WOOD FRAME CONST cnoN MANUAL SECTION 3.4.4.2.. 2- ALL LOAD BEARING LUMBER SHALL 13E OF DESIGN TIMBER STRESS - FB + _ DOUBLE TOP PLATE 850, E=1,600,000 P.S.I., DOUGLAS FIR LARCH NO. 2. TOP 3- ALL SHEATHING AND SUB-FLOORING TO BE STRUCTURAL GRADE PLYWOOD, PLATE AT THICKNESSES OF EXIIRIOR SHEATHING TO BE 1/2" MIN AND 3/4` MIN FOR 10d TOENAIL 0 SUB-FLOORING, UNLESS OTHERWISE NOTED. SPACER 4- ALL DMT40R NAILING, IN EXPOSED EXTERIOR WOOD, SHALL BE ALUMINUM OR GALVANIZED. 5- PROVIDE CROSS-BRIDGING OR SOW BLOCKING 0 8'-0" o.c. MAXIMUM FLOORS, CEILINGS, AND ROOFING. 0 P"' MLim'0 u I Q 6- JOISTS SUPPORTING PARALLEL PARTITIONS, SPACED APART TO PERMIT THE HEADER PASSAGE OF PIPING OR DUCT WORK, AFE TO BE BLOCKED AT MAXIMUM 16" INTERVALS ON BEARING PARTITIONS ME, 32"INTERVALS ON NON BEARING M, PARTITIONS. 7- PROVIDE FIRE STOPPING AS REQUIRED IN COMPLIANCE WITH T-E FIRE CODE OF Simpson Strong-Tie NEW YORK STATE OUBLE HEADER ANCHORAGE STRAP MATTITUCK, NEW YORK 8- PROVIDE DOUBLE JOISTS OR FULL WDTH SOLID BLOCKING UNDER LPL POSTS, HEADER #LSTA 21 @ Each End of Header Board PARTITIONS, AROUND ALL OPENINGS, SKYLIGHTS, BATHTUBS AND HEAVY 2-2"X4"ON � 16-10d Nails.(Total#of Fasteners) APPLIANCES OR FIXTURES. EDGE EXCEPT 9- MICROI AM BEAMS, DESIGNATED WITH AN "11L" OR "LAD." NOTATION, SHALL HAVE FOR OPENINGS � A MINIMUM WIDTH OF 1 3/4" PER MEMBER, WITH A MINIMUM FLEXURAL STRESS OF OVER 3'-0"; • 2800 PSI USE 2-2"X6" z 10- DOUBLE BEAMS, OF STANDARD !TIMBER, SHALL BE NAILED TOGETHER WITH 160 NAILS 016"OC AROUND PERIMETER OF BEAM, PROVIDE MIN OF 2' CLEARANCE Od TO EDGES. TRIPLE BEAMS TO BE HMO TOG2 THIER FROM BOTH SIDS. ALL OTHER JACK STUD BEAMS TO BE THRU BOLTED WITH THE SAME PATTERN. O � 11- WHERE JOIST HANGERS AND OTHER STEEL FRAME CARRIERS ARE INDICATED, CONTRACTOR TO PROVIDE AND UTNZE THE PROPER SMOOTH SHANK AND/0R ANNULAR RING NAILS AS RECOMMEND BY THE HANGER MANUFACTURER, TO INSURE THE APPROPRIATE SHEAR AND WITHDRNNAL CAPACITY OF THE FASTENERS HEADER STRAP DETAIL (TYP) 12- PROVIDE A MIN OR 2' CLEARANCE AROUND FIREPLACES FOR COMBUSTIBE 10d AT 16"O.C. 6 FRAMING STAGGERED Scale: N.T.S. 13- DOUBLE PLATES AND SILLS SHALL BE LAPPED AT A MIN OF 1/4 OF THE TOTAL LENGTH OF THE WALL 10 d TOENAIL NOT PROVIDE A CONTINUOUS CONNECTICN BETWEEN RAFTERS. 14- PROVIDE "CATS` AT ALL EXTERIOR AND BEARING WALLS AND ALL WALLS OVER 8 FEET HIGH. ALL STUD FRAMING HAVING AN UNSUPPORTED HEIQiT OF MORE THAN 10'-0" IS TO HAVE STUD BRIDGING OR OTHERWISE BE BRACED IN AN APPROVED MANNER AT INTERVALS NOT EXCEEDING 8'-0'. NO WAIL STUDS MAY BE LONGER THAN 11'-Y. 15- DOUBLE FULL STUDS TO BE SISTERED TO JACK STUDS AROUND OPENINGS IN ;��" SOLE PLATE EXTERIOR WALLS AND BEARING PARTITIONS. ALL HEADERS UNDER S-0" TO HAVE SINGLE JACK STUDS, UNDER 8 FEET DOUBLE JACK SRM 8 FEET AND OVER TO HAVE TRIPLE JACK STUDS. 16- ALL INTERIOR DOORS TO BE 1-3/8' HOLLOW CORE WAN VENEERED WITH APP ROPRIATE HARDWARE CONTRACTOR SHALL STIPULATE AN ALLOWANCE FOR All WALL OPENING DETAIL(TYP) 17- ALL HEADERS NOT SHOWN ON PLAINS TO BE A MN OF (2) 2X8 FOR SPANS 5 UP TO 3'-0', (2) 2X10 FOR SPANS UP TO 6'-0-, AND (2) 2X12 FOR SPANS UP Scale: N.T.S. TO 8'-0". HEADERS OVER 8'-0" IN LENGTH AS WELL AS ANY HEADERS WITH BEAMS, CIRDERS, OR POSTS BEARING Off THEM, SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT TO DETEFNINE THE APPROPRIATE SIZE AND STRENGTH 18- STUDS TO ALIGN WITH ROOF RAFTERS WHEREVER POSSIBLE. 19- 2X6 COLLAR TIES TO BE PROVIDED AT EVERY ROOF RAFTER WHEN CEILING SIMPSON LUS210Z FLUSH MOUNTED HANGERS FOR JOISTS 1roC 16`oC 16`oC op JOISTS DOI. 20- PROVIDE (3) 1.0 VENT HOLES AR011ND SKYLIGHTS. 21- INSTALL SHIMS TO PROVIDE ROOF FUCH UNDER SHEATHING AND *C14 PERPENDICULAR TO THE ROOF JOISTS TO PROVIDE FOR ROOF VENTING IN FLIT 0 0 ROOF AREAS. 22- BEFORE FRAMING STAIR OPENINGS VERIFY MINIMUM HEAD HEIGHT CLEARANCES OF 7'-0". o 23- ALL RISERS TO BE A MAXIMUM OF 8 1/4" AND ALL TREADS TO BE A N MAXIMUM OF 9" IN DEPTH WITH A NOSING BETWEEN 3/4" AND 1 1/4" PROJECTION. RISERS AND TREADS SHALL NOT DEVIATE MORE THAN 3/8" THROUGHOUT THE ENTIRE RUN. MINIMUM WIDTH OF STAIR.) TO BE 36". 24- ALL WINDERS AND SPIRAL STAIRS 'EO COMPLY KITH THE NEW YORK STATE RESIDENTIAL BUILDING CODE. 25- ALL HANDRAILS AND GUARDRAILS :MALL BE 36" HIGH AND MUST BE PROVIDE GHER SNE LVL LOCATION W SYP USE 1/2` BOLTS AROUND ALL SURFACES WHICH ARE 18' OR HI THAN ADJACENT SURFACES, AND FOR ALL STEPS OF 2 RISERS OR GREATER. 26- TERMITEM AND SILL SEAIfR TO BE PROVIDED FOR ALL NEW AND SIZES SH FOUNDATION WORK. 27- NEW WORK SHALL TIE IN AND LAP INTO EXISTING SO AS TO PREVENT LEAKAGE 28- ALL DGTERIOR OPENINGS SHALL BE PROPERNLY FLASHED. o- FLASHING TO �MEMBRANE ALL R�PE VEIN JOIST HANGER CONNECTIONS(TYP) 6X6 POST SKYU(2NTS, CHIMNEYS AND ROOF VENTILATORS Fl.ASIfiNG 1O BE PROVIDED AT 3 2 03-24-25 FILED WITH D.O.B. MIS, RIDGES, VALLEYS` CHANGES OF ROOF SLOPE, GABLE ENDS AND TOP OF Scale: N.T.S. FOUNDATION WALLS. ALL ROOF INTERSECTIONS TO HAVE FLASHING TO EXTEND Ir IN EACH DIRECTION. ALL FLASHING TO BE ALUMINUM UNLESS OTHERWISE NOTED. 1 02-10-25 FILLED WITH D.O.B. 31- ALL INTERIOR LEADERS ARE TO HAVE 1/2- FOAM SOUND INSULATION. 32- INSULATION SHALL BE FIBERGLASS BAITS — FOIL ONE SIDE~ UNLESS No DATE ISSUE/REMSION OTHERWISE NOTED, THICKNESS AS SHOWN ON DRAWINGS. STAPLE PADS ON FOIL STAGGER LVL BEAM DETAIL (TYP) OVER FRAMING. 4 LOAD TABLES Scale: N.T.S. KmVm LAMB101" I S LIVE LOAD DEAD LOAD 1/3 OF SPAN 1/3 OF SPAN 1/3 OF SPAN � � NO NOTCHES OR ARCHITECT ROOFS 45 LEIS PER SQFT 20 LBS PER SOFT O HOLES pp p <1/3 DEPTH OF JOIST UNCOVERED DECKS BALCONIES 60 LBS PER SOFT 20 LBS PER SQFT Z Q 31-28 CRESCENT STREET, L.I.C, NEW YORK-11106 CEILINGS W/O ATTIC 10 LEIS PER SOFT 15 LBS PER SOFT 13s CEILINGS Pa1TH ATTIC �LBS PER SQFT 15 LBS PER SQFT � O TEL: 551.404-8249 EMAIL:KLAIbRBIRIS�AOLCOR7 2'MN FLOORS 40 LEIS PER SOFT 20 LBS PER SQFT STAIRS 40 LEIS PER SOFT 20 LOS PER SQFT <1/4 DEPTH OF JOIST PROJECT: RAILINGS 200 LAT AND VERT 1/6 DEPTH OF JOIST NAILING SCHEDULE _ 300 LUPTON POINT" ROAD LOCATION NAIL TYPE AND SPACING STUD PROVIDE A LE D 2'NOTCHESOLES AND TFR OTCHES ARE NOT PERMfilEO N 5/8"GYP.BRD TYPE X EXTERIOR VINYL SIDING ASPHALT ROOFING SHINpES 3 12ga x 3/4!GALV ROOFING PER SINGLE EDIT M AND FROM THE ENDS RE�L�nON AS� F5/8 GYP.BIRD BOTH SIDES BOTH SIDES c VAPOR MATTITUCK, NY 6 12 x 3 4 GALV ROOFING PER STRIP ... Mp,1BQ� FLOOR JOIST c RETARDER SING ALUMINUM OR VINYL 80 PER STUD ROOF RAFTER TO RIDGE 3-16 D Z N <1/4 DEPTH OF S111D 12"CDX PLYWOOD ROOF RAFTER TO RIDGE BEAM OR LEDGER 2 SRIPSON HH8 STAGGERED W 5-100A 1 Z 2x4 WOOD STUDS 4x4 WOOD STUDS DRAWING TITLE: ROOF RAFTER TO SILL OF STUD OR ROOF i5 1) 1/4x31/2 WOOD,SCREWS PER TCHES ARE NOT PERMITTED N 1/30. OF SPAN 1/3 OF SPAN 1/3 OF SPAN @ 16"OC @ 12"OC PROVIDE NEW CLOSED-CELL FOOT OF ROOF SPAN THE sAME �t-d LOCATION As HOLES No NOTCHES OR SPRAY FOAM R-6 PER INCH STANDARD DETAILS ROOF RAFTER OR CEILING JOIST TO TOP PLAT E 3-16 D CT AT EVERY RR PLO CJ AT EVERY RR 12-1 4x3 WOOD SCREWI'S 5/B"MN HOLES PERMITTED <1/3 DEPTH OF JOIST 5/8"GYP. CJ TO RR W 0 CT 0 EVERY RR 6-1/40 WOOD SCREWS <2/5 DEPTH OF SND SHEATHING CJ TO CJ W 0 CT 0 EVERY RR 6-1 4x3 WOOD SUM 5/8"MN TOP PLATE TO TOP PLATE 2-16 D 012'oc 6'oc FOR LAPS a �., � <3/5 DEPTH OF STUD r MIN 2"x6"WOOD STUDS TOP PLATE 10 TOP PUKE 0 CORNERS 4-16 0 L AT 16"O.C. (FOR DOl1BlE STUDS ONLY) TOP OR BOTTOM PLATE TO STUD 2-16 D � " z <1/4 DEPTH OF JOIST BOTTOM PLATE TO JOIST 2-16 0 1 "' A MIN OF f SEPARATION STUD TO STUD 2-16 D024'oc BETWEEN HOLES FROM EACHHOTHfR AND FROM THE ENDS OF <1/3 DEPTH OF JOIST DOUBLE A HEADERS 16D 016'oc AROUND POMETER N MEMBERS NOT PERMITTED OF 2'SEPARATION 10TTMARKPERMITTEDTED INJOIST TO TOP PLATE,OR GIRDER 4-16 D PROVIDE A M LEDGER 1D BEAM OR STUDS 3-16 D WTWEEN HOLES AND NOTM FROMTHE SAME LOCATION As HOLESA INTERIOR PARTITION B LOAD BEARING PARTITION C EXTERIOR WALL JOIST ON LEDGER TO BEAM OR STUDS 3-16 D EXTERIOR AND BEARING WALLS UMW AND FROM THE M of RAFTER C�IG JOIST SEAL &SIGNATURE: DATE: 03-24-2025 BAND JOIST TO JOIST 3-16 D BAND JOIST TO TOP PLATE 2-16 D - PROJECT No:2024-00 `' J DRAWING BY: EV SHEATHING SLIN-FLOORING 8 D Mfg EDGE ftroc FIELD HEADER TO STUDS 4-16 D l ,=--- j �y� 2-16 D NOTCHING AND DRILLING DETAILS (TYP) WALL DETAILS (TYP) U; �� 5 D COMM 07"oc EDGE 010'FLED � 2 � CHK BY: K.LAMBIRIS ANCHOR BOLTS(CRAWWSPAIT OR BASEMENT) 5/ &roc k 12"FROM CORNERS Scale: N.T.S. � Scale:N.T.S. � r ,,.. �!- JJ) DWG No: i �qT�23G2 -L ANCHOR BOLTS(SUB ON GRADE) s/$'da 32'oc do 12'FROM CORNERS %` F N A-005.00 OF PAGE 9 OF 9 1 r7 8 c--),, - A s st c-3o�s 3 lDr,LUPTONS POINT ROAD 5 20' WIDE PRIVATE ROADWAY woolk In OP, f%#% rmr% tj rn% %wo =U 350.001 PROPERTY LINE 100.00' ALTERATION - - - - - - - - - - SITE INFORMATION 7 r AT ADDRESS 380 LUPTONS POINT ROAD, MATTITUCK, NY 11952 ACREAGE 0.49 EXISTING� FRONT YARD LAND USE MEDIUM DENSITY RESIDENTIAL ' o ONE FAMILY CLASS ONE FAMILY YEAR-ROUND RESIDENCE ` ZONING PRIMARY R-40 0 a'- HOUSE FRESHWATER WETLANDS 0.00 4- ASPHALT CD AT TIDAL WETLANDS 0.18 COSTAL EROSION HAZARD AREA 0.00 cr OPEN PORCH 5'xG PROPOSED WALL OF EXTENSION 40 FT MIN- jli;--JPROPERTY LINEVLF.�DISTCE FROM FRO Lup7am POEM7 v �.. 28.58' 21.25' o ROAD DRAWCNG LIST .00' MIN MATTITUCK, NEW YORK T-001.00 TITLE SHEET,PLOT PLAN ' G-001.00 NOTES0 ROOF EXTENSION PROPOSED WALL OF 2-001.00 ZONING MAP,SURVEY EXTENSION MIN. DISTANCE FROM SIDE PROPERTY UNE V.I.F. DM-001.00 FLOOR PLANS (Exiting Iv ' ( 9-Demolition) -vim, A-001.00 CELLAR PLAN (Proposed) 2 STORY A CELLAR -P 1 FAMILY DWELLING A-002.00 1ST FLOOR PLAN (Proposed) N EXISTING GARAGE 1 A-003.00 2ND FLOOR PLAN (Proposed) J STORY A-004.00 ROOF PLAN (Proposed) ' A-005.00 LEFT SIDE &FRONT ELEVATIONS (Proposed) ' A-006.00 RIGHT SIDE& REAR ELEVATIONS (Proposed) A-007.00 STANDARD DETAILS WOOD DECK (EXISTING) A-008.00 STANDARD DETAILS N • TOTAL: 12 0 W Z U1 J Z }- J RELATED JOB RENOVATION #51782uj a car ts' 0 cr �- REAR YARD o BANK . Bq Nk 1 04-04-25 FILED WITH D.O.B. 0 No DATE ISSUE/RB11SION O � KY. LA WOO D CK ARCH I-FECT 31-28 CRESCENT STREET, U.C, NEW YORK-11106 TEL: 551-404-8249 EMAIL:KLAMBIRIS@AOLCOM PROJECT: 300 LUPTON POINT ROAD DREDGED CANAL MATTITUCK, NY DRAWING TITLE: TITTLESHEET, PLOT PLAN pR0pF ` SEAL &SI N Rry��N G ATURE: DATE. 04-12-2025 PLT PLAN E 1�S - PROJECT No:2024-00 Scale'- 1/16"= 1'-0" 'O� DRAWING BY: EV CHK BY: K.LAMBIRIS DWG No: 062- T 001 .00 PAGE 1 OF 12 LEGEND EXITING PARTITIONS/WALLS TO REMAIN EXITING PARTITIONS/WALLS TO BE 51'j"" R 0 P 011!j*% PE ED ___ T__-__ REMOVED NOTE: PROVIDE SHORING AS REQUIRED A4 L R All [q BEFORE ANY REMOVAL(Ti n,f ax ra' AT (EXISTING) EXISTING N ------------- ONE FAMILY I ®USEAT" aATH RM b I AT DUST.BEDROOM 0 ED)aST.BEDROOM *I"a- ® GARAGE ROOF EXIST LOA BEAMNG WALL EXIST-TOAD SEMMC WALL I ef' I LUPTOM 7r3 PO I MT 4g EXISING lR.PARTITION EXISTM IPIT.PARTITION p TO BE REMOVED TO DE REMOVED a ED TSAx' 3-T 2a-Csj�" -------------- MATTITUCK, NEWYORK ,, fl » STORAGE STORAGE1 STOP Ii dp ' n 11 n rt dl r 19 f' 1 3 ii i{ Y! If +I 17 It I� 11 tl 91 1' I �— ---------- .---------------� I I I EXIST.PORCH ROOF I j �TO RE REIIW® I ! i , i I 1 1 L----------------------------------------------- ------------------s dad T (D(ISTING) 2 2nd FLOOR PLAN Scale: 1/8"= 1'-0" EXISTING - DEMOLITION (BUSTING) srr r$ 417.r (EXISTING) zrr nc TERRA( (EXISTING) (BUSTING) 4 § 4 ------------- A -4 I 1 04-04-25 FILED WITH D.O.B. Iarc�Io� aMNGROOM I I EXTENDED ROOF I I No DATE ISSUE/REVISION © ., FAMILY ROOM , 4 a 1—Pt&LDOVM ��I ATTIC STARS I - 04MRIS ExtST.�vl pDwEy i § z I ® GARAGE ROOF § § z RMSEDSRKK KmVm .- .� HEARTH ® —� GARAGE W I ® I W n I AF2CHITECT I? _ a I MAIN ROOF I ar ( 31-28 CRESCENT STREET L.I.C, NEW YORK-11106 x I ( g ( TEL: 551-404-8249 EMAIL:KLAMBIRIS@AOLCOPA "' —�EJOST-EK IABDVEI W EXISTIM'STARS TO REIRAN - ON I v�§ z § � I ' I PROJECT: W —_ LMNGROOM --- ----------------- w -------- II UP I BATH GARAGE DOORPROOF TTO BE E IIAIIj E ! • f + II 3x o LUP M POINT LOAD I� FOYER 'Ll Ism; IIfI Iv- z I sa - 6 i I 1 I VATTITUCK NY ■ r I — ----- -----_I-- I I I DRAWING TITLE: § z ; EXIST.OPBI PORC11� • w F ■ /'TO BE REMOVED � I7 z d t EXIST.PORCH ROOF ., / I �T°�'E"°"E° i FLOOR PLANS W ■ ■ W - q f (Existing-Demolition) (EXISTING) (EXISTING) rs lad' rs v-err rs Qd 2rr (BUSTING) (DUSTING) SEAL &SIGNATURE: DATE: 04-12-2025 PROJECT No:2024-00 DRAWING BY: EV CHK BY: K.LAMBIRIS 1 st FLOOR PLAN ROOF PLAN CO 3 . `� DWG No: Scale: 1/8"= 1'1 EXISTING - DEMOLITION Scale: 1/8"= 1'-0" EXISTING - DEMOLITION DM 001 .00 PAGE 4 OF 12 LEGEND EXITING PARTITIONS/WALLS TO REMAIN --'°-- NEW PARTITIONS/WALLS P RD 0 rr%0 A S E m uml 40'-0" 21'-4" LTERAflO lk 0 (EXISTING-NO CHANGE) (EXISTING-NO CHANGE) A Im AT z EXISTING 0 ONE FAMILY DOUSE AT EXIST RAILING TERRACE 34310 (EXISTING) DN LUP70RZ POPM7 ROAD 3'-4"x4'-o" s'-s"xs'-o" 12'-0"x T-0" MATTITUCK, NEW YORK EXISTING EXISTING SLIDING DOOR SLIDING DOOR EXISTING 1 1 t o 26•-9'• 2" 21'-0Y" 3Y" i UJ I DW I N REF [Tw I 1 1 I 0 ED Q >ci KITCHEN 9 m DINING ROOM m I _ © ROOM AREA=147.7 SF (� ROOM AREA=121.5 SF ci W.A=30.6 SF = X WA= > 0 FAMILY ROOM F—— C,7 30.6 SF > t' 13.3 SF >10%=OK m OPE E AREA- N OPENABLE AREA= 1 15.3 OP SF 5%=OK - H 6.65 SF>5%=OK ROOM AREA=255 SF 1--PULL DOWN Z I iv X x 64 SF 0%=0K I ATTIC STAIRS U W N OPENABLE AREA-- EXIST(3)2X12 LVL - 56 SF>5%=OK X 4 O 2'1 V-6" 6'-0" 2.1 E-3100/2150 SYP(ABOVE) IST 6X6 X ( / I N Z 1 POST W RAISED BRICK © I / I `l' z W HEARTH I/ �) O I T 6X6 EXIST 6X — GARAGE X = POST POST IST 6X6 EXIST 6X6 W U o 0 POST POST o O R— w ao Z x u~i 0 N X Z M w a o EXIST(4)2X12 LVL z to2.1E-3100/2150 SYP(ABOVE) Q to EXISTING STAIRS X w TO REMAIN - DN Q o w ix zo v Q co N N v w N z LIVING ROOM o x co ' N .... ? ROOM AREA=265.2 SF cV w W A=60 SF UO w 16'-O"XT-0" c x so SF >10%=OK co ? GARAGE DOOR N O OPENABLE AREA= UP Ca Fr cc Z 30SF>5°�=OK N W w w I I x w I BATH R WASH I I FOYER � ° CL I I I X w ( LAUND zo z II w c I w DRYER 0 15-0%" I I 10'-1 2' 5'-3" 0H 5' Z IL Q S U O T-4"x6'-0" 3'4"x6'-0" 2'-0"x3'-0" 2'-0"x3,-0" Z EXISTING EXISTING EXISTING EXISTING 6 Z_ o � 9 co OPEN PORCH _ w F- 6X6 POST ON 6X6 POST ON 14"0 x 4'-0"FOOTING — 14"0 x 4'-0"FOOTING 1 04-04-25 FlLED WITH D.O.B. No DATE ISSUEMEVISION 21'-4" K.V. LA[WwbmmhlRIS (EXISTING-NO CHANGE) (EXISTING-NO CHANGE) ARCHITECT 31-28 CRESCENT STREET, L.I.C, NEW YORK-11106 TEL: 551-404-8249 ERIAIL:KLAMBIRIS@AOL.COM PROJECT: 1 ST FLOOR PLAN E[Scale: 1/4"= 1'-O" PROPOSED 380 LUPTON POINT ROAD MATTITUCK, NY DRAWING TITLE: 1 ST FLOOR PLAN (Proposed) SEAL &SIGNATURE: DATE: 04-12-2025 = PROJECT No:2024-00 DRAWING BY: EV 0 CHK BY: K.LAMBIRIS ODDWG No: 06 A-002.00 PAGE 6 OF 12 LEGEND EXITING PARTITIONS/WALLS TO REMAIN NEW PARTITIONS/WALLS P R P S E A L T E R A AT EXISTING ONE FAMILY HOUSE 6-4w AT T-6" 4,4)„ (EXISTING-NO CHANGE) 21'-4" (EXISTING-NO CHANGE) (EXISTING-NO CHANGE) LUP70M POEM7 3'-4"x4'-0" 2'-0"x3'-0" 2'-0"x3'-0" 6'-0"x4'-0" VIATTITUCK, NEW YORK EXISTING EXISTING EXISTING EXISTING I 3�2" I w w co I o BEDROOM o m BEDROOM � 13'-0" g „ I ROOM AREA=205.2 SF 12 I CIDn ROOM AREA=239.3 SF W.A.=23.8 SF OW CD r 23.8 SF>10%= OK W.A.=24.0 SF M 5%5%OPENABLE AREA= 0 SF > OK o `- 11.9 SF>5%=OK 5% SF E AREA= 12sF>5x=oK N ® EXISTING GARAGE ROOF CIZ ® (0 ® ® c x to q qx ® I Q N `� W DN Uri I CDZ 12) b, F C7 I Z II-- EXIST.LOAD EXIST.LOAD - CO wBEARING WALL BEARING WA � r- R < w 4X4 @ 12"ox. w 4X4 @ 12"ox. U. I 0 0 ' mm `°° .II Z xco it X i Q Q I X F- I o p ROOM AREA=169.2 SF O p I I - Z fn 0 co W WA=23.3 SF m W ® � mac.. -� x U 23.3 SF>10%= OK w i�n V " z C0 N W 15'-7" 5%OPENABLE AREA= 3-4 2 g 16'-4 ! _ Nw 11.65SF>5%=OK N w PROP. BEDROO N Cn m ® Co ROOM AREA=165.0 SF R O o� o R O WA=23.3 SF w F- w F- 23.3 SF>10%= OK C _N P P. 5%OPENABLE AREA= -N C ti 11.65 SF>5%=OK 4 BATHR BAA.TH R ti 10'-2" T-0" T-0" 10'2" 15.00'MIN.DISTANCE FROM T-4 4'-0" V-8" 4'-0" 1' 'k 4'-0" 3'-4 4'-0" SIDE PROPERTY LINE V.I.F. EVEN— N€W A ND€RSEAI -NSW EIS€N— io S-400 ERIES S-400 SERIES S-400 ERIES 7-0" 2'-0" PORCH ROOF 12 12 3 r 13 ALIGN WALL AT EXISTING DORMER WINDOW WALLS SHINGLES ON 30 LBS ROOFING PAPER ON 5/8"EXTERIOR PLYWOOD ON 2X6 @ 16"o.c RAFTERS 1 04-04-25 FILED WTH D.O.B. 2X8 RIDGE rNol DATE ISSUE/REMSION 1'-6" 40'-0" 1'-6" 19-10" 1'-0" K,V. LAMBIR"IS 21'-4" ARCHITECT LC (EXISTING-NO CHANGE) (EXISTING-NO CHANGE) 31-28 CRESCENT STREET, U.C, NEW YORK-11106 0> TEL: 551-404-8249 EMAIL:KLAMBIRIS@AOLCOM LLw w J z PROJECT: Co W O 380 LUPTON POMIT ROAD Z� MATTITUCK, NY oZ 0o ow � u- DRAWING TITLE: 2ND FLOOR PLAN (Proposed) 2ND FLOOR PLAN 1 Scale: 1/4"= 1'-0" PROPOSED SEAL &SIGNATURE: DATE: 04-12-2025 , PROJECT No:2024-00 n,Fi_;' V. `' DRAWING BY: EV �T�\S t, .s �-� CHK BY: K.LAMBIRIS �ti DWG No: A-003.00 �'"'O'er;-�;::.•.,..9�.• ';;�^"`. PAGE 7 OF 12 ON& P AM& Oft r= VKU Ub =u ALTERATION AT EXISTING ONE FAMILY HOUSE "4' AT T-6" 40'-0" (EXISTING-NO CHANGE) w (EXISTING-NO CHANGE) (EXISTING-NO CHANGE) EXIST GUTTER LUP70DZ POOMT EXIST GUTTER T 1 EXIST GUTTER VIATTITUCK, NEW YORK � I I I I I I EXISTING EXTENDED ROOF I I 12 i g r I 11 �? 12 ( w in I Z I = I EXISTING GARAGE ROOF I r„ o 90 _ 12I to N N 6 W I Z I Z = EXISTING MAIN ROOF „ I x O I ,2F w Nz I I IZ I I co I 12 I`„ I W I I I I I CP ( r - 'v I `O I 31 12 LI I ( EXIST GUTTER i I I - I c° GUTTER GUTTER L7n GUTTER OORCFiROOFL GUTTER 12 12 NEW SHINGLES ON 30 LBS ROOFING r— s PAPER,ON 5/8^CDX PLYWOOD SHINGLES ON 30 LBS ROOFING PAPER ON 5/8"EXTERIOR PLYWOOD ON 2X6 @ 16"ox RAFTERS 2X8 RIDGE 1 04-04-25 FILED WITH D.O.B. No DATE ISSUE/REVISION 494" 1'-6" 19'-10" 1'-6" K.V. LAMBIRIS 43'-0^ 21'4^ ARCHITECT (EXISTING-NO CHANGE) (EXISTING-NO CHANGE) 31-28 CRESCENT STREET, L.I.C, NEW YORK-11106 TEL: 551-404-8249 EMAIL:KLAMBIRIS@AOLCOM PROJECT: 1 ROOF PLAN Scale: 1/4"= 1'-0" PROPOSED 380 LUPTON PORT ROAD MATTITUCK, NY DRAWING TITLE: ROOF PLAN (Proposed) SEAL &SIGNATURE: DATE: 04-12-2025 PROJECT No:2024-00 c '.. v. � , DRAWING BY: EV CHK BY: K.LAMBIRIS DWG No: T .. A-004.00 PAGE 8 OF 12 RIDGE v 0 S E ru"' row SHINGLES ALTEKATION GUTTER ROOF EXTENSION AT ATTIC EXISTING Jill OD ONE FAMILY CEIL NG HOUSE 'N NEW WALL I AT co LEApE STUCCO 15.00'MIN.DISTANCE FROM SIDE PROPERTY LINE V.I.F. POEM7 2nd FL. 12 12 LUPTOM NF Ifl m 4 31 _,3 ROAD CEIL NG MATTITUCK, NEW YORK STUCCO STUCCO (NEW FINISH) (NEW FINISH) T 00 LEADER i 6X6 POST 6X6 POST DER — o CEIL NG GRADE <I GRADE 6'-C" a00 _ I I I I I --r--------------------------------------------------r1 r-----------------------� I I I I I CELLAR 2 FROMT ELEVATION (EXITING NO CHANGE) EXITING NO CHANGE Scale: 1/4"= 1'-0" PROPOSED ( ) RIDGE (11 12I 12 12 3 f— —1 3 ROOF EXTENSION ATTIC _CD CEIL NG 40.00'MIN.DISTANCE FROM FRONT PROPERTY LINE V.I.F. 1 04-04-25 FILED WITH D.O.B. No DATE ISSUE/REMSION 50 KY. L I IS S-0" PORCH ROOF 2nd FL. SHINGLES ON 5/8" ARCH 1 T E CT EXTERIOR PLYWOOD ON 0 2X6 o,c RAFTERS 31-28 CRESCENT STREET, L.I.C, NEW YORK-11106 TEL: 551-404-8249 EMAIL:KLAMBIRIS@AOLCOM CEIL NG PROJECT: NOTE:TERRACE NOT SHOWN 6X6 POST 380 LUPTON POINT ROAD MAMTUCK, NY 1ST FL. _ DRAWING TITLE: EL. 0'-0" o LEFT SIDE & FRONT ELEVATIONS CEIL NG GRADE (Proposed) I k GRADE I I co `-------- L--------� I I I I ~ I I I I L J w FOOTING I I I I CELLAR SEAL &SIGNATURE: DATE: 0412-2025 �—r'T-----"--------------------'------T—� PROJECT No:2024-00 DRAWING BY: EV ' v < �` 264 N (EAST) (EXITING NO CHANGE) CHK BY: K.LAMBIRIS LEFT SIDE ELEVATIO y Q;`= ;�::'�� �' � DWG No: Scale: 1/4"= r-o" PROPOSED -005.00 PAGE 9 OF 12 RIDGE SHINGLES ALTERATION AT ATTIC EXISTING 00 ONE FAMILY CEIL NG HOUSE a - AT co 380 HT 2nd FL. , LUPTOM POEM7 4 SHINGLES ROAD CEIL NG MATTITUCK, NEW YORK a � N CD 1 ST FL. — — ---, i I i b , :1 1 1 -41 1 1 1 EL. 0'-0" CEIL NG GRADE GRADE I I I I BD g I I NOTE: TERRACE NOT SHOWN I I I L----------------------- I--T--------------------------------------------------- --I I 1 1 I I CELLAR — L, rj— L—J_—J L.—J REAR ELEVATION 21'.4" 40'-0" 2 (EXITING NO CHANGE) (EXITING NO CHANGE) Scale: 1/4"= T-0" PROPOSED RIDGE BRICK 11 12� ROOF EXTENSION 12 12 3 1— 3 ATTIC EIL NG 40.00'MIN.DISTANCE FROM 1 04-04-25 FILED WITH D.O.B. FRONT PROPERTY LINE V.I.F. No DATE ISSUE/REVISION a - `D PORCH ROOF SHINGLES ON 30 LBS K.V. LAMBIRIS ROOFING PAPERON 5/8" /`-�R C H I T E C T EXTERIOR PLYWOOD ON 2nd FL. 2X6 @ 16"o.c RAFTERS 31-28 CRESCENT STREET, L.I.C, NEW YORK-11106 4 TEL: 551-404-8249 EMAIL:KLAMBIRIS@AOLCOM CEIL NG PROJECT: a 6X6 POST 380 LUPTON PORT ROAD MATTITUCK, NY T co 1ST FL. DRAWING TITLE: — RIGHT SIDE & REAR ELEVATIONS 0 EL. o'-o" � (Proposed) CEIL NG GRADE GRADE °D 14"0 x 4'-0" ———-J FOOTING I I I � — I I LJI I I"T------------------------T-I--J I I I I I I CELLAR I I I I I I SEAL &SIGNATURE: DATE: 04-12-2025 I I I I I I PROJECT No:2024-00 L_J L—J L—J G' ���� i`^� DRAWING BY: EV ! �' L� CHK BY: K.LAMBIRIS Cc 6,. ,: 4:., RIGHT SIDE ELEVATION (WEST) $�" �'�' q,aF, ;1 DWG No: 1 - (EXITING NO CHANG ) (EXITING NO CHANGE) '��' Scale. 1/4„- 1 -0 PROPOSED F°��^�"' r A-006.00 n ,OF t4 PAGE 10 OF 12 ROOFING SHINGLES (TYP.) -- 30 lb ROOFING PAPER 40.00'MIN.DISTANCE FROM 8"CDX PLYWOOD P R I"0 F J`(J"' E ED FRONT PROPERTY N V.I.F. RIDGE— — I 2 x 10 RAFTER @ 16 o.c. LT E 1 " 2x10 RAFTER @16 ox FIBERGLASS/ASPHALT (2)2x10 HEADER ROOFING ON ONE LAYER 301b FELT AT 11 ON 8"THK EXTERIOR GRADE 12 2x10 RAFTERS @ 1 .c PLYWOOD SHEATHING SHEET METAL BAFFLE 6-7 EXISTING S4 ON 2x10 WOOD RAFTERS 16"o.c.(TYP.) "- ATTIC EXTENSION x����R ONE FAMILY 12 ( 12 3 r12 —13 NEW STUCCO FINISH W/WRAPNAPOR 160.q. ATTIC R-30 INSULATION BARRIER"TYVEX"OR EQ. HOUSE Y"EXTERIOR GRADE PLYWOOD ATTIC SHEATHING CONT. AT 2 x 4 WD.STUDS 16"ox. 1"PINE BOARD CEIL NG ILING W/R-21 MIN INSULATION, ATTIC101180 EXIST/ / N 2X10 @16 o.c. �� 8"FC 60 GYPSUM BOARD Yi'�C�T GRE Z (�)\2) TOP NEW ATTIC ALUM. GUTTER& L U Lz P"G 0LNI Tu .eL�TE (2)2X10 RAFTERS ON BOTH "o B/AC��i'RM 4 PRC1P SIDES OF THE DORMER 2 x 10 JOIST @ 16 o.c. LEADER TYP. BATH\ I Z D EX OAD PORCH ROOF 1'-1 O° EA1 "oLC x4 OLE PLATE \ SHINGLES ON 518" R-49 INSULATION 2 x 4 BLOCKING 4 2nd FL. EXTERIOR PLYWOOD ON MATTITUCK, NEW YORK _ 4 / \ 2X6 @ 16"o.c RAFTERS 8"GYPSUM BOARD (2)2 x 4 TOP PLATE L — — TYPE X CEIL NG CEILING J EXIST LVL IS 12 @16 o.c.TO REMAI (2)2 x 4 PLATE EXIST. BEAM 'k F E W/NEW 2X12@ 16 IST STRUCTURE \ o•c• , ST UC U CONTINUOUSLY \ EXIST STAIR ASE i VENTED VINYL SOFFIT N I _ Q \\ OD o z O DINING ROOM \\ , R OPEN PORC HEAD FLUSHING o \ C0 \\ ` I \ 6X6 POST 1 ST FL. \\ b z DOUBLE WINDOW Y ANDERSEN (TYP.) � EL. V-0" \ CEIL NG I I CEILING \l GRADE - _O EXIST. EXIST STAIRCASE I I i EXIST! I BEDROOM OD GRADE I STRUCTURE w I I FOUNDATIbN I U CD OPEN CELLAR i i t 0° a FLUSHING co ~ I I I `O I I L J� EXIST. WINDOW SILL Go FOUNDATION CELLAR I I I I I i I I I (2)2 x 4 PLATE NEW STUCCO FINISH W/WRAPNAPOR -- ---- -------------- ------ _ ------ BARRIER"TYVEX"OR EQ. r,— ----------------------------- L --- ——7 'YY MIN. EXTERIOR GRADE PLYWOOD L—J L—J SHEATHING, 2 x 4 WOOD STUD @ 16 o.c. 2 x 4 WD. STUDS 16"o.c. NOTE:TERRACE NOT SHOWN 28'4" W/R-21 MIN INSULATION, SPRAY FOAM 58"FC 60 GYPSUM BOARD Go INSULATION R-21 -1 BUILDING SECTION NEW 4"CDX PLYWOOD 2 x4 RAFTER @ 16 o.c. N 2 SUBFLOORING AND NEW (2)2X4 BOTTOM Scale: 1/4"= V-0" PROPOSED FINISH FLOOR PLATE INSULATION R-49 2nd FL. HEADER SCHEDULE ) ��"$ 4 2 x 12 JOIST @ 12 o. . ALUM. GUTTER& 2 LEADER TYP. !A( PAX 2 x 12 HEADER 2 WO -T P (2)2X12 BLOCKING 2 M2 VAX BETWEEN JOIST EXISTING MmAcm TO (m REINFORCE EXISTING (2)2 x 6 TOP PLATE am= I WAMW 2X12 JOIST WITH NEW 2X12 @16"o.c. 1 04-04-25 FlLED WITH D.O.B. �� No DATE ISSUE/REMSION EXIST.WALL NEW STUCCO FINISH W/WRAPNAPOR BARRIER"TYVEX"OR EQ. KwVm L MBIRIS LIVING RM ON EXISTING EXTERIOR WALL ARCHITECT EXISTING FINISH FLOOR 31-28 CRESCENT STREET, L.I.C, NEW YORK-11106 AND SUBFLOORING —\ TEL: 551-404-8249 EMAIL:KLAMBIRIS@AOLCOM 1 st FL. PROJECT: EXISTING 2 x 12 JOIST @ 12 o.c. ALUM. FLASHING 380 LUPTON POINT ROAD MATTITUCK, NY DRAWING TITLE: SECTION GRADE (Proposed) CELLAR EXISTING FOUNDATION SEAL &SIGNATURE: DATE: 04-12-2025 �, ...,,.,... PROJECT No:2024-00 CELLAR AID � DRAWING BY: EV CHKBY: K.LAMBIRIS WALL SECTION � DWG No: -4 Scale: 1"= 1'-0" A-007.00 PROPOSED PAGE 11 OF 12