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HomeMy WebLinkAbout51963-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#: 51963 Date: 05/30/2025 Permission is hereby granted to: Alan O Fitts 300 W 108th St Apt 713 New York, NY 10025 To: Construct interior alterations and window replacements to an existing single-family dwelling as applied for. Premises Located at: 620 Knapp PI, Greenport, NY 11944 SCTM#34.-3-10 Pursuant to application dated 04/08/2025 and approved by the Building Inspector. To expire on 05/30/2027. Contractors: Required Inspections: Fees: Single Family Dwelling- Alteration $855.00 CO Single Family Dwelling-Addition /Alteration $100.00 Total $955.00 Building Inspector t. µ ;tl 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 littL)s://wwN%rsotitlioldtowlilly.gov Date Received APPLICATION FOR BUILDING PERMIT If]IF11 For Office Use Only 02 PERMIT NO„ Building Inspector: APR Applications and forms must befilletl out in their entirety.Incomplete uH in g Dionriment applications will not be accepted. 1Alhere the Applicant is not,the,� er;11", �an` Town of So f old Owner's Authorization form(Page 2)shall be completed. Date:April 8, 2025 OWNER(5)OF PROPERTY: Name:Alan O. Fitts Brendan Johannsen SCTM # 1000-34 - 3 - 10 ProjectAddress:213 Knapp Place Greenport, NY Phone#:617-519-9169 1 Email:alan.o.fitts@gmail.com Mailing Address:300 W 108 St NY NY 10025 CONTACT PERSON: Name: Robert Brown Mailing Address:205 Bay Ave. Greenport NY 11944 Phone#:631-477-9752 Email:info@ribrownarchitect.com DESIGN PROFESSIONAL INFORMATION: Name: Robert I Brown Architect Mailing Address:as above Phone#: Email: CONTRACTOR INFORMATION: Name:JGQ Construction Mailing Address: Phone#:(631) 574-5834 Email: Info@jggconstruction.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition RAlteration ❑Repair ❑Demolition Estimated Cost of Project: El Other $ 100,000 00 Will the lot be re-graded? ❑Yes *No Will excess fill be removed from premises? ❑Yes RNo 1 A, PROPERTY INFC?RNIAtION Existing use of property: 191". 11-10 t Intended use of property: Zone or use district in which preMises is situated: Are there any covenants and restrictions with respect to " this property? Dyes R<IF YES, PROVIDE A COPY. h I ❑ Check Box After Reading: The owner/contractor/design professional Is responsible for all drainage and storm water isalues as pr&Adod 6y Chapter 236 of the Town Code, APPLICATION IS HEREBY MADE to the Building Department for the issuanta of a tlutidirsg permit pursuant to the Building Zone 1 a of Town n s or'lIe latlons for tissw construcelon of buildings, Ord n ordinance the of Southold,Suffolk,County,Now York and other applicable Laws,Ordina s+a t� , additions,ofterations or for removal or demolition as herein described.The applicant agrees to comply with all appaleable laws,ordinances,building'code, housing code and regulations end to admit authorized inspecton on premises and In building(s)for necessary Inspectlo ss«False statements made herOn art punishable as a Class A misdemeanor pursuant to Section 210.1S of the Now York State Penal Law. Application Submitted By rint name): MAuthorized Agent ❑Owner Signature of Applicant: ' .Date: CONNIE 0,BUNCH Notary Public,Mate of Now York STATE OF NEW YORK) No.01SU6185050 SS: Qualified In Suffolk County COUNTY OF�. _ Commission I 'plr isAprll 14,2 g6fA-4n r op rWV\ being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named e is the ��Alkjre&�e_61 (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 ^ ay of �" i .20 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) h residing at -' OD 2� do hereby authorize to apply on my be If to the Town of Southold Building Department for approval as described herein, Owner's Signature Date Print Owner's Name 2 ISSvUEES/REVISIONS / FROM TABLE N 1 102. 1 .2 (P,402. 1 .2) INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD FRAME MA55 WALL FLOOR BASEMENT SLAB CRAWL ZONE U-FACTOR U-FACTOR FENE5TRATIN R-VALUE WALL R-VALUE R-VALUE R-VALUE WALL R-VALUE E SPACE WALL RESIDENTIAL GENERAL NOTES SHGC R-VALUE DEPTH R-VALUE MISC. GENERAL NOTES 4 0.32 0.55 0.40 49 20 OR 13+5 8/ 13 19 10/ 13 10,21T 10/ 13 1.THIS PROJECT I5 THE CONSTRUCTION OF INTERIOR.RENOVATIONS FOR AN EXI5-ING TWO STORY CLIMATIC AND GEOGRAPHIC CRITERIA SINGLE FAMILY RESIDENCE,ZONED AS R-40. 2.THE EXISTING HEIGHT OF THE STRUCTURE AS DEFINED B M G Y THE BUILDING CODE of NEW YORK STATE GROUND SNOW LOAD 20 (PER FIG. 1 0 BCIJYS 2020 2020 15 1 UNCHANGED.THE PROPOSED ADDITION WILL NOT INCREASE THE HEIGH-. WIND SPEED(ULTIMATE DESIGN) 130 MPH (PER FIG. I G 9.2 13 1)BCNYS 2020 SEISMIC DESIGN CATAGORY B I(PER SECT. 613 BCNY5 2020 � 3.THE TYPE OF CONSTRUCTION 15 TYPE V(B). WINTER DESIGN TEMP I]IF (PER TABLE N 1 10 1.2) 4.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2020 BUILDING CODE of NEW YORK FLOOD ZONE WA (PER FEMA MAP) STATE,2020 EXISTING BUILDING CODE of NEW YORK STATE,AND THE AF d PA WOOD FRAME FROST LINE DEPTH 36' CONSTRUCTION MANUAL 2015 HIGH WIND EDITION. WEATHERING PROBABILITY SEVERE (PER BCNY5 2020 5.DESIGN LOAD CALCULATION ARE BASED ON: DESIGN LOAD CALCULATIONS (UNIFORM LIVE LOADS) LIVE LOAD:AS PER TABLE R301.4,BUILDING CODE of NEW YORK STATE 2020. PER TABLE I G07.1 BCNY5 2020 DEAD LOAD:CALCULATED AS PER R301.3 AS PER BCNY5 2020. 1 \ ROOMS OTHER THAN SLEEPING 40 P51 M/(/A , WI SNOW LOAD:20 P51 GROUND SNOW LOAD(AS PER FIG.R301.2(5)BCNY5 2020. SLEEPING ROOMS 30 P51 pp /� /\V/ND EXPOSURE CATEGORY'C",FOR 130 MPH 3 SECOND GUST. ATTICS WITH LIMITED STORAGE 20 P51ATTICS WITHOUT STORAGE 1O P51I \ LOCATION LIVE DEAD DEL.ECT LIMIT STAIRS 40 P51 /`q//1 / \ I5T.FL. 40 LE. 12 U360 I p \ , 2NDYL.(SLEEP AREA) 30 LB. 12 U3GO ATTIC(NON STORAGE) 20 LB. 10 U36O •. \ NAILING SCHEDULE 79 CQNC \ ROOF 20 LB. 15 U360 0 1. (PER AF<PA AMERICAN WOOD COUNCIL WFCM FOR 0 � '��• •,� • G.THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE CONSTRUCTION MEANS,METHODS, ONE AND TWO FAMILY DWELLINGS 2015 SEC HIGH WIND EDITION) C( Rs I TECHNIQUES,SEQUENCES,OR PROCEDURES,OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN JOINT DESCRIPTION NUMBER OF COMMON NAILS NAIL SPACING ) v O / CONNECTION WITH THE WORK. ROOF FRAMING M 0.3E ' ;. • + �� O THERE ARE NO WARRANTIES,NOR ANY MERCHANTIBII-ITY OF FITNESS FOR A SPECIFIC USE EXPRESSED RAFTER TO TOP PLATE(FOE-NAILED) 3 PER RAFTER �j F Cjq O I� OR IMPLIED IN THE USE IF THESE PLANS. 1.�J S 7.CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE°STARTING CONSTRUCTION.DO NOT SCALE CEILING JOIST TO TOP PLATE(FOE-NAILED) 3 PER JOIST CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) 3 EACH LAP DRAWINGS.FOLLOW DIMENSIONS ONLY. CEILING J015T LAPS OVER PARTITION((FACE-NAILED) 3 EACH LAP 8.CONTRACTOR(5)SHALL FURNISH AND INSTALL ALL MATERIAL AND EQUIPMENT SHOWN,LISTED,OR RIDGE STRAP(EACH END) 2 PER TIE CD C ' DESCRIBED ON THESE DRAWINGS SUBJECT TO QUALIFICATIONS,CONDITIONS,OR EXCEPTIONS AS BLOCKING TO RAFTER(FOE-NAILED) 2-8d EACH END Q NOTED.CONTRACTOR SHALL FURNISH ALL LABOR,SCAFFOLDING,AND TOOLS NECESSARY TO RIM BOARD TO RAFTER(END-NAILED) 2-1 Gd EACH END COMPLETE THE WORK. WALL FRAMING t J l`V1 9.ALL MATERIAL SHALL BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURES REQUIREMENTS TOP PLATE TO TOP PLATE(FACE-NAILED) 2-ICI PER FOOT L 0 T 5 3 ,^ 0 AND SPECIFICATIONS. TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-16d JOIST EA.SIDE /J 10.CONTRACTOR SHALL OBTAIN ALL REQUIRED INSPECTIONS,APPROVALS AND CERTIFICATE OF STUD TO STUD(FACE-NAILED) 2-16d 24'O.C. U J' .•. `/V OCCUPANCY. HEADER TO HEADER(FACE-NAILED) I Gd 16'O.C.ALONG EDGES RO 1v TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2-16d,3-16d,4-16d PER 2x4,2x6,2x8 0 1 DEMOLITION BOTTOM PLATE TO FLOOR JOIST,BAND JOIST, re5pectIVely 1. CONTRACTOR SHALL DEMOLISH EXISTING WALL5 AND CEILINGS AS INDICATED ON DRAWING5 AND AS END JOIST OR BLOCKING(FACE-NAILED) 2-16d PER FOOT L 0 T 52 O VERHEA D NECESSARY,AND REMOVE ALL DEBRIS. FLOOR FRAMING 2. CONTRACTOR SHALL DO ALL PATCHING REQUIRED DUE TO REMOVAL OF EXISTING WORK AND OF �j UTILITIES JOIST TO SILL,TOP PLATE TO GIRDER(FOE-NAILED) 4-8d PER JOIST . INSTALLATION OF NEW WORK,AS NECESSARY. BRIDGING TO JOIST(TOE-NAILED) 2-8d EACH EPJD 1� ', 3. ALL NEW WORK SHALL MATCH AND MEET FLUSH To EXISTING WORK AS CLOSELY AS POSSIBLE UNLESS ( 1 I ,. OTHERWISE NOTED. BLOCKING TO J015T(TOE-NAILED) 2-8d EACH END vv 4. EXISTING STRUCTURE AND INTERIORS TO REMAIN SHALL BE PROTECTED AS NECESSARY DURING BLOCKING TO SILL OR TOP PLATE(FACE-NAILED) 3-1 Gd EACH BLOCK LOT 0 T 51 LOT 5 0 APR DEMOLITION AND CONSTRUCTION. LOGE STRIP G BEAM(FACE-NAIL D) 3-1 Gd EACH JOIST O 5. CONTRACTOR SHALL PROTECT EXI5TING 5ERVICE:5 TO REMAIN AND SHALL NOTIFY ALL UTILITIES AND JOIST ON LEDGE BEAM(TOE-NAILED) 3-8d PER JOINT `` O � U I 0� M 0 N. BAND JOIST TO JO0I1 ST(END-NAILED) 3-16d PER JOIST TELEPHONE SERVICES AND MAKE ARRANGEMENTS FOR HOOK-UP,REMOVAL,OR CAPPING OF EQUIPMENT ul � •F�-�1 BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-1 Gd PER FOOT AS NECESSARY. z 4 BEDROOM SYSTEM �I �,ROOF SHEATHING r FOUNDATIONS 5TRUCURAL PANELS 8d (TABLE 3•5) - \ J LLJ• f 1.ASSUMED SOIL BEARING CAPACITY, 1,500 Ib./5elYt. DIAGONAL BOARD SHEATHING 4 Rl 1250 GAL S.T. t� I 2.CONCRETE TO BE PLAIN,REINFORCED,3,000 P51.-28 DAY TEST. I"x6'OR I'x8" 2-8d PER SUPPORT 3.ALL NEW FOOTINGS TO REST ON UNDISTURBED SOIL. I N I O"OR WIDER 3-8d PER SUPPORT -I � LP (2) 8 �x6 DEEP L.P. w • CONC. °p � GENERAL CONSTRUCTION CEILING SHEATHING r-' C7 1.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION,EQUIPMENT AND SERVICES NECESSARY TO GYPSUM WALLBOARD 5d coolers 7-EDGE/ 10'FIELD Q I STOOP COMPLETE ALL WOOD AND PLASTIC WORK REQUIRED BY THE DRAWINGS AS SPECIFIED HEREIN,OR WALL SHEATHING REASONABLY IMPLIED AS NECESSARY TO COMPLETE THE WORK. 5TRUCURAL PANEL 8d (FABLE 3.9) Q ( � � 2.FASCIAS,SOFFITS AND EXTERIOR TRIM SHALL MATCH EXISTING. FIBERBOARD PANELS C � W 3.INTERIOR TRIM SHALL MATCH EXISTING. 7/16' 811 3'EDGE/6'FIELD LP NOTE: ALL PROPOSED /J / o 4.FRAMING ELEMENTS: A.ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE N0.2 8d 3"EDGE/G"FIELD GYPSUM OR BETTER. GYPSUM WALLBOARD Sd coolers 7-EDGE/ 10'FIELD B.ALL ENGINEERED LUMBER SHALL BE AS INDICATED ON DRAWINGS,AND SHALL BE INSTALLED,CUT HARDBOARD 8d (TABLE 3.9) WORK IN THIS AREA , z AND DRILLED IN ACCORDANCE WITH MANUFACTURERS REQUIREMENTS AND SPECIFICATIONS. PARTICALBOARD PANELS 8d (TABLE 3.9) LOT 5 4 2 6' 12.7 _ C.ALL SHEATHING TO BE APA RATED,EXP05UR'E 1,THICKNESS AS INDICATED. DIAGONAL BOARD SHEATHING D.ALL SUB FLOORING TO BE APA RATED 5TUP.D-I-FLOOR,EXPOSURE 1,3/4"MIN.THICKNE5. I'xG'OR I'x8" 2-8d PER SUPPORT uj E.ALL HEADERS 0-10'AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS,9'-0'AND OVER IN 10"OR WIDER 3-8d PER SUPPORT 4' WIRE FENCE , O L 0 T 39 WITH TRIPLE UPRIGHTS.ALL HEADERS SHALL BE A MIN.OF(2)2'x8"OR AS SHOWN ON DRAWING. F.SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER BCNY5 2020 FLOOR SHEATHING /OR AS NOTED @ 8'-0"O.C.MIN..PROVIDE 2'SPACE FOR AIR CIRCULATION IN ROOF. 5TRUCURAL PANELS / O _ G.PROVIDE DOUBLE FRAMING AROUND ALL OPENINGS(STAIRS,ETC.)OR AS NOTED ON DRAWINGS. I"OR LESS 861 0EDGE/ 1 2'FIELD �{ H.PROVIDE DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON GREATER THAN 1' 1011 G'EDGE/6"FIELD A DRAWING. DIAGONAL BOARD SHEATHING I� 1.ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL INC,OR 1'x8" 2-8d PER SUPPORT (� CONNECTORS 13Y'51MP50N"OR APPROVED EQUAL. 1 x 1 C"OR WIDER 3-8d PER SUPPORT S. T. T FR J.NAILING SCHEDULE SHALL BE AS PER BUILDING CODE of NEW YORK STATE 2020 AS A MINIMUM. I \ ALL 2"xG"STUDS SHALL RECEIVE(5) 1 Od NAIL5 AT SILL AND PLATE.ALL EXTERIOR VAIL5 SHALL BE �( GALVANIZED. SEE ATTACHED NAILING SCHEDULE. I STORY ��wF L I.N G K.PLYWOOD SHEATHING TO BE NAILED 8d NAILS @ 4'O.C.EXTERIOR EDGES AND 6d NAILS @ 12' O.C.INTERMEDIATE. SEE ATTACHED NAILING SCHEDULE. J-��/ QD THESE PLANS ARE AN INSTRUMENT OF SERVICE L.ALL INTERIOR AND EXTERIOR FINISHES TO BE SELECTED BY OWNER. }..� M.ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE 3 U E©ROOM C AND ARE THE PROPERTY OF THE ARCHITECT. TYPE CONNECTORS BY"51MP50N"OR APPROVED EQUAL.FOR TIMBER PILE FOUNDATION5,PROVIDE INFRINGEMENTS WILL BE PROSECUTED HURRICANE CLIPS AT ALL PERIMITTER JOISTS TO GIRDER CONNECTIONS. / 2 , 5.ALL NEW WINDOWS TO BE THERMAL INSULATED LOW-E GLASS,WITH ARGON GAS,IMPACT RESISTANT AS // /# 2025 ALL RIGHTS RESERVED REQUIRED.G.CONNECTIONS SHALL BE BUILT IN ACCORDANCE WITH AN51/AF A PA WCFM-19195.(5EE NAILING 1'�-j L 20. ` SCHEDULE) /7.FLASHING AT ALL WINDOW AND DOOR OPENINGS;iHALL BE EPDM OR APPROVED RUBBERIZED MEMBRANE. SITE PLAN 8.INSULATION SHALL BE BATT INSULATION OF THICKNESS INDICATED ON THE DRAWINGS AND SHALL BE 2-1/2 lb. DENSITY FIBER-GLASS BATT5 CONFORMING TO THE SPECIFICATIONS FOR PRE-FORMED FIBROUS GLA55 INSULATION.NAAMM STANDARD 51, 1 b-70. CLOSED-CELL SPRAY-IN FOAM INSULATION(R-6.5 PER BASED ON SURVEY BY: R INCH)BY ICYNENE OR APPROVED EQUAL SHALL BE PROVIDED AS INDICATED ON DRAWINGS. Robert ert I. Brown 9.NEW INTERIOR DOORS SHALL MATCH EXISTING. 10. NEW HARDWARE SHALL MATCH EXISTING. / ENT KENNETH M WOYCHUK 1 1.GYPSUM BOARD SHALL BE EASED EDGE TYPE,CONFORMING TO A5TM C36,AND SHALL BE 0 Architect, P.C. "5HEETROCK 5W"BY U.S.GYPSUM CO.OR APPROVED EQUAL. GYPSUM WALLBOARD THICKNESS SHALL BE LAND SURVEYING PLLC 1/2, NEW 4' H STOCKADE 0 15.ALL NEW AND REPAIRED GYP.BOARD SHALL BE TAPED AND 5PACKLED THREE(3)COATS.ALL EXTERIOR LOT 55 0 --� BALCONY a' DATED o 26-2,02 55 CORNERS SHALL HAVE METAL CORNER BEADS. U2.5PAC NG FENCE TO MATCH V LOT 40 3 5 nfo@rlbrownarchitect com /^ NY ALLOWS HOLDDOWN H VAC INSTALLATION EX 15T I N G 1.PROVIDE ALL LABOR,MATERIALS,TRAN5PORTATIOV,EQUIPMENT AND SERVICES F� NECE55ARY TO PROVIDE A HVAC SYSTEM TO HEAT AND COOL THE LIVING SPACES CORNER STUD ' I 6 1- 2 ENDWALLkNAIL5 CONNECTED TO AS REQUIRED BY THE DRAWINGS AND SPECIFICATIONS AND THE BUILDING CODE of TRANSFER SHEAR SCTM NO. 1000-34-3- I 0 975 NEW YORK STATE 2020,OR REA50NA13LY IMPLIED k5 NECE55APY TO COMPLETE TO RIIDGETEN510NSTRAP NOTE: ALL DOORS LEADING TO WORK. (2)IGd COMMON / POOL AREA TO BE FITTED WITH LL..I o ELEVATION DATUM NAVD88 PLUMBING g 0 OC. 00 1-- m AREA: 14,719.52 SF; 0.34A 1.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION, EQUIPMENT,AND 5ERVIEE5 oncq� ALARMS AS REQUIRED BY CODE Q o IT IS A VIOLATION OF THE LAW FOR ANY PERSON, NECESSARY TO COMPLETE ALL NEW PLUMBING WORK REQUIRED BY THE DRAWIN35 a IDGE RD AND SPECIFICATIONS AND THE 2020 PLUMBING CODE of NEW YORK STATE,OR UNLESS ACTING UNDER THE DIRECTION OF A REASONABLY IMPLIED AS NECESSARY TO COMPLETE THE WORK. I� NOTE: LICENSED ARCHITECT,TO ALTER ANY ITEM ON 5011-ED SEAT2.CONFORM TO THE NEW YORK STATE ENVIRONMENTAL CONSERVATION LAW WITH CORNERTHIS DRAWING IN ANY WAY. ANY AUTHORIZED REGARDS TO WATER SAVING AND CONSERVATION. ALL FIXTURES SHALL BE ON THE JOIST HANGER. _ L.Li n APPROVED"U5T OF CERTIFIED WATER SAVING PLUMBING FIXTURES"AS PUBLISHED BY HOLD DOWN PER WPCM 5BC TABLE 2.4 GATE GATE FOOTPRINT AND LOT COVERAGE ALTERATION MUST BE NOTED,SEALED,AND THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION. woo0 BEAM PROVIDING G EA.8D COMMON NAILS I II 3. ALL WORK ON THE PLUMBING SYSTEM SHALL BE PERFORMED BY OR UNDER THE AS NEEDED 1/2-1-0` RIDGE IN EACH END OF 1-I/4'20 GAGE STRAPS I -p rrl REMAIN UNCHANGED (EXCEPT POOL, DESCRIBED IN ACCORDANCE WITH THE LAW. 5UPEFV1510N OF A PROPERLY LICENSED MASTER PLUMBER. UPON COMPLETION,THE FOR 120 MPH FASTEST WIND SPEED. _ALIGN PLUMBER SHALL PROVIDE A SOLDER CERTIFICATE A`i REQUIRED BY THE TOWN OF RIDGE CROSS SECTION END VIEW M I _ �-- SEE SEPARATE APPLICATION) , SOUTHOLD. -------------- O / yM '`•. 4.THE CONTRACTOR SHALL OBTAIN,SUBMIT,AND PAY FOR ALL PERMITS, WOOD RA PTO CERTIFICATIONS,LICENSES AND INSPECTIONS A55 REQUIRED BY LOCAL,STATE,AND I I 1 2' COPING TO 1 c� ALL WORK DESCRIBED IN THESE �� �' °'• F. ``'`r FEDERAL AUTHORITIES,AND ANY OTHER APPLICABLE JURISDICTION. BE REM OV D ELECTRICAL I ' BE SELECTED r DRAWINGS IN INTERIOR LLL 1.FURNISH ALL LABOR,MATERIALS,EQUIPMENT,PLANT,TOOLS,AND SERVICES nx S NECESSARY AND REQUIRED FOR PROPER AND COMPLETE INSTALLATION OF ALL NEW 0 o I I 1 z ALTERATIONS, EXCEPT FOR 2 ; -•. /aY j ELECTRICAL SYSTEMS AND RELATED WORK INCLUDING,BUT NOT LIMITED TO: CONNECTIONS TO PREVIOUSLY INSTALLED ELECTRICAL.SYSTEMS,WIRING,LIGHTING, O I N DO WS. SERVICES,FEEDERS,DISTRIBUTION AND PROTECTION EQUIPMENT,CONNECTIONS TO I I 1 C APPLIANCES, GROUNDING,AND ALL INCLUDING ALL CONNECTIONS AND DEVICES \VJ S. 1 T. WITHIN THE SCOPE OF THE WORK AS SHOWN ON THE APPLICABLE DRAWINGS AND I I NUMBER OF BEDROOMS (4) 1 S AND 5PCIFICATION5 AND AS NORMALLY SPECIFIED 114 THIS TYPE OF PROJECT AND I I O INCLUDING CONNECTIONS TO PREVIOUSLY INSTALLED TRANSFORMERS AND I I 0 GAL S.T. UNCHANGED. ELECTRICAL DISTRIBUTION SYSTEMS. LOT 56 I ' L P O 2.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2020 BUILDING CODE I of NEW YORK STATE,THE NATIONAL ELECTRICAL CODE,NFPA NO,70-2017(NEC), I LOCAL UTILITY STANDARDS,OCCUPATIONAL SAFETY AND HEALTH CAT(OSHA),THE NATIONAL ELECTRICAL MANUFACTURERS'ASSOCIATION(NEMA)AND ANY OTHER PROVIDE 8x 8d COMMON NAIL5IN EACH END OF 1-1/4'. I I EXISTING EXCEPT AS NOTED CLIENT/OWNER 20 GAGE STRAP FOR LATERAL SHEAR CONNECTION APPLICABLE CODES. IN THE EVENT OF CONFLICT,THE MORE STRINGENT AT RAFTER WALL CONNECTION(TABLE 3.38)WFCM-1995REQUI i ! • 3.ALL RODUCMENTS WILL APPLY. 3 FOP 120MPHFA5TE5TWINDSPEED. I PROPOSED POOL FITTS & JOHANNSEN L ALL PRODUCTS USED FOR ELECTRICAL WORK SHALL BEAR THE UNDERWRITERS I ' _ EXISTING LOT COVERAGE LABORATORIES,INC.LABEL AND BE SUITABLE FOR THE ENVIRONMENT IN WHICH THEY WILL L INSTALLED. N ' ' SEE SEPARATE 4.ALL WORK ON THE ELECTRICAL SYSTEM SHALL BE PERFORMED BY OR UNDER THE : I SUPERVISION OF A PROPERLY LICENSED MASTER ELECTRICIAN. GRAVEL DRIVEWAY 213 KNAPP PLACE PERMIT APPLICATION TO BE UNCHANGED: 5.THE CONTRACTOR SHALL OBTAIN,SUBMIT,AND PAY FOR ALL PERMITS,LICENSES �______________ i_ GREENPORT NY 11944 AND INSPECTIONS AS REQUIRED BY THE LOCAL,STATE,AND FEDERAL AUTHORITIES, � � AND ANY OTHER APPLICABLE JURISDICTION. L J L O T 41 SHAH BE CONNECTED TO THE LNOXIDE IGHTING NG IN OCIRCOUITSAWITH N WITH O INTERVENING WALLCODES DWELLING W/ BALCONY: 1 ,354 SF SCTM No. 1000-34-3-10 SWITCH. LINE CORD-CONNECTED,DIRECT PLUG-IN,AND BATTERY POWERED ALARMS FLOOR _ 1.4 N 0 PAD FOR POO 2. 9 DETACHED GARAGE: G 2G ARE NOT ACCEPTABLE. ALARMS SHALL BE INSTALLED ON EACH LEVEL ON WHICH J015T -I SLEEPING QUARTERS ARE LOCATED. 0 EQU I PM EN 7.SMOKE DETECTORS IN CONFORMANCE WITH THE 2020 BUILDING CODE of NEW WOOD DECK AND RAMP: 458 YORK STATE,THE NFPA NATIONAL FIRE ALARM CODE NO.72-1993 SHALL BE \ 3 5•2' PROJECT TITLE PROVIDED OUT5IDE EACH SEPARATE SLEEPING AREA,IN EACH 5PLEEPING AREA,AND 8' DIA. X 4' D ON EACH FLOOR LEVEL. DKYWELL FOR TOTAL : 2438 SF INTERIOR CONTRACTOR SHALL COORDINATE WITH OWNER'S ALARM COMPANY FOR SMOKE AND PROVIDE&8d COMMON NAIL5IN EACH END OF 1-1/4'. FRAM E POOL 2438 / 14 BURGLAR ALARMS AS NECESSARY. 20 GAGE STRAP g ROOF TO WALL,WALL TO WALL,AND /�J _ 719.82 = 1 G.G%Q RENOVATIONS 3 WALL TO FOUNDATION CONNECTIONS(TABLE 3.38) / O C KWAS H GARAGE 00 FOR 120 MPH FASTEST WIND SPEED. �1 n , I GF 18.3 6 , � � DRAWING TITLE FLOOR STOC 2.5 17.01 .p JOIST 18.3' GENERAL NOTES SITE P NCE q 3.3' LAN 4 0n/G / q ,I,(/ `lnl� 1 .5 VV SCALE 6 LOT 5 1 1. �� APRIL 4,2025 UPLIFT CONNECTIONS `� DRAWING NO. MOH. PR CONNECTIONS DETAIL LOT 42 ISSUES/REVISIONS II II IIII �� IIIIIIIIIII // r11LII1LII1L _ REMOVE DQ5TING III WINDOW AND FRAME I I' AND FIN15H TO W MATCH EX15TING INTERIOR AND EXTERIOR \ n Ej/ \ CUT AND FRAME FOR NEW I / h — � I - - - - WINDOW —I I I I I I � X � I � — 0 F- --1 (r � ILIJ \ II I�I—� — 0 rF' LI-J I L_ J / THESE PLANS ARE AN INSTRUMENT OF SERVICE AND NGETHE PROPERTY MENTS WILL OF SECUTED ARCHITECT. I 2025 ALL RIGHTS RESERVED Robert I. Brown Architect, P.C. 20 Bay Ave. Greenport NY info@ribrownarchitect.com 631-477-9752 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY. ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. NOTE: _.. — — = INDICATES WALLS AND/OR FIXTU RES TO BE REMOVED CLIENT/OWNER FITTS & JOHANNSEN 213 KNAPP PLACE GREENPORT, NY 11944 SCTM No. 1000-34-3-10 PROJECT TITLE INTERIOR RENOVATIONS FIRST FLOOR DEMOLITION SECOND FLOOR DEMOLITION DRAWINGTITLE DEMOLITION PLANS SCALE APRIL 4,zoz5 i,=io'-o" DRAWING NO. ISSUES/REVISIONS 2GG TH PASSAGE HARDWARE NEW POWDER ROOM. 3'-0" 3' 9" UP 9'-2" NOTE: ALL NEW INTERIOR I I PROVIDE FIXTURES (O BE I I/4" p PARTITIONS TO BE 2"x 4" — — SELECTED)AS SHOWN - _ _ STUDS @ I G"OC WITH?' GYP. 4 I/2" (2) 2G 0 FULL GLA5S `n BD. BOTH SIDES TAPED AND NEW STAIRS EXISTING GUEST BEDROOM - � SPACKLED 3 COATS AND 3'-G I/2" TO BE RECONFIGURED POC p NOTE:PROVIDE WATER m HEAVY DUTY HARDWARE — PAINTED 3 COATS DN RESISTANT GYP BD IN BATHROOMS = O \5EET PROVIDE PRIVAC NOTE:PROVIDE WATER HANDRAILS STUDY RESISTANT GYP BD IN N TO CODE 3'-0" 3'-0" BATHROOMS _9. 10'-7" 5-2 I/4 G 1/2" — 9" in _ MARBLE a N ADDLE 20 O WITH PAS GE SET 5 - 20G8 WITH PASSAGE HARDWARE NEW WINDOW TW202 I 0 N N NOTE: ALL NEW INTERIOR G'-2 1/2" N EXISTING LIVING ROOM o DOORS TO MATCH EXISTING ap EXISTING N PROVIDE FIXTURES (f0 BE m INTERIOR DOORS N 2080 WITH O w TILE FLOOR AND 5 1 1 I/2" SELECTED)AS SHOWN IN SET w > - WALL5 TO 42"TO _8. EXISTING GUEST NEW MASTER BATH. = o BE SELECTED NEW GUEST BATH. NOTE: ALL NEW INTERIOR BATHROOM PROVIDE FIXTURES (O BE �0 Q o Q 7'-0 1/2" PROVIDE FIXTURES (O BE PARTITIONS TO BE 2"x 4" O - SELECTED)AS SHOWN N m Ln 3 = 4 1/2" SELECTED)AS SHOWN STUDS @ I G" OC WITH z"GYP. N TILE FLOG AND 1/2" REMOVE EXISTING BD. BOTH 51DES TAPED AND N N WALLS TO 42"TO 3'-G I/2" 3'-0' It FIXTURES AND TILE 5PACKLED 3 COATS AND 2G 0 WITH _ BE SELF ED to PAINTED 3 COATS co P SAGE SET I'-7° ea eq `n 2'-8 I/2" 2'-i O 2" 080 NITH MARBLE N PASS E SET SADDLE �t GG8 ITH PRIVACY HARDWARE OPEN WALL, PROVIDE O 2GG8 WIT ACOUSTIC INSULATION. PRIVACY N PROVIDE " FOAM ON STUDS L—j I EXISTING GUEST ZOOM HARDWAR BEFORE RE-5HEETROCKING. 1 1'-7 1/2" 2G 8 POCKET D I I'-5 3/4" REMOVE ONE OF TWO N N WINDOWS AS SHOWN. _ THESE PLANS ARE AN INSTRUMENT OF SERVICE REFRAME AND FINISH TO „ N MATCH EXISTING INFRINGEMENT'S -2 I/2 = AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED WOOD FLOORS THRUOUT 2025 ALL RIGHTS RESERVED EXCEPT AS NOTED) WOOD AND FINISH TO BE SELECTED KITCHEN NEW MASTER CLOSET. PROVIDE SHELVES AND RODS AS SHOWN Robert I. Brown Architect, P.C. ao Bay Ave. Greenport NY info@ribrownarchitect.com 631-477-9752 . IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON u x" 4 THIS DRAWING IN ANY WAY. ANY AUTHORIZED 'fcy",,`n Of` t� ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. FIRST FLOOR P AN EXISTING DINING ROOM SECOND FLOOR PLAN EXISTING EXCEPT AS NOTED ~ EXISTING EXCEPT AS NOTED CLIENT/OWNER 3'0 VENT F NEW MAS ER BATH ITTS & JOHANNSEN 3'0 VENT LAUNDRY GUEST BATH 213 KNAPP PLACE GREENPORT, NY 11944 HAN HAND SINK TOILET SHOWER WA HI SCTM No. 1000-34-3- 10 G TU TOILET SINK MAC Ill E PROJECT TITLE INTERIOR RENOVATIONS KITCHEN DRAWING TITLE ATH 3f BATH e O " FLOOR PLANS DIS17 HA N HAND WASHER SINK TOILET SIN SIN TOILET TUB B FIRST FLOOR REV MAY2y 2025 SCALE DRAWING NO. PIL U M 131 5fR TO EXISTING SEPTIC SYSTEM NG I� NOT TO SCALE0 ISSUES/REVISIONS TO FIX U A 14 TUP TO SWITCH 1BELpW I I SD SD 1 —I— - - -� � , DN � i I I db L\ db i � 1 I \ \ \ QLGFI \ SD \ THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED 2025 ALL RIGHTS RESERVED Robert I. Brown Architect, P.C. 20 Bair Ave. Greenport NY info @rlbrown architect.com 631-477-9752 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY. ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. CLIENT/OWNER ELECTRICAL LEGEND FIRST FLOOR ELECTRIC LIGHT SWITCH SECOND FLOOR ELECTRIC FITTS & JOHANNSEN 3 = THREE WAY 213 KNAPP PLACE GREENPORT, NY 11944 OUTLET : SCTM No. 1000-34-3-10 GFI= GROUND FAULT INTERUPT FIXTURE : PROJECT TITLE 5= SURFACE MOUNT PROVIDED BY OWNER INTERIOR R= RECESSED LED FIXTURE PROVIDED BY OWNER FO WALL 5CONCE RENOVATIONS 4 THERMOSTAT DRAWING TITLE VENT SD SMOKE DETECTOR ELECTRICAL PLANS CO CARBON MONOXIDE DETECTOR SCALE APRIL 4,2025 i'=io=o" LED LIGHT TRACK DRAWING NO.