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HomeMy WebLinkAbout50386-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#: 50386 Date: 3/1/2024 Permission is hereby granted to: Allacco Jr, Louis 603 6th Ave W East Northport«, NY 11731 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 905 Kerwin Blvd, Greenport SCTM #473889 Sec/Block/Lot# 53.-3-4 Pursuant to application dated 12/15/2023 and approved by the Building Inspector. To expire on 8/31/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $396.50 CO-ADDITION TO DWELLING $100.00 Total: $496.50 Building Inspector e F TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. 0. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 hit Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. Building Inspector: Applications and forms must be filled;out iKtheir entirety.Incomplete applications will not be accepted. Where the Applicant is riot the owner an Owner's Authorization form(Page 2)shall be completetl. Date: 12 December 2023 OWNER(S)OF PROPERTY: Name: Louis Allacco SCTM # 1000-53-03-04 Project Address:905 Kerwin Blvd Greenport, NY 11944 Phone#:631-260-7293 1Email:allacco@optonline.net Mailing Address:603 6th Avenue West East Northport, NY 11731 CONTACT PERSON: Name: Robert I. Brown Architect P.C. and its agents Mailing Address:205 Bay Avenue Greenport, NY 11944 Phone#:631-477-9752 Email:info@ribrownarchitect.com DESIGN PROFESSIONAL INFORMATION: Name: Robert I. Brown Architect P.C. and its agents Mailing Address:205 Bay Avenue Greenport, NY 11944 Phone #:631-477-9752 Email:info@ribrownarchitect.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure *Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $20,000 Will the lot be re-graded? ❑Yes *No Will excess fill be removed from premises? ❑Yes ®No 1 PROPERTY INFORMATION Existing use of property:Single Family Residential Intended use of property: no Change Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes A No IF YES, PROVIDE A COPY. W Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized Inspectors on premises and In building(s)for necessary Inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. an Application Submitted By(print name SIdOr CR RAuthorized Agent ❑Owner { Signature of Applicant: Date: �`usMr `�L 2-o-23 CONNIE D. BUNCH STATE OF NEW YORK) Notary Public,State of New York No. 01 BU6185050 SS: Qualified in Suffolk Coun! COUNTY OF ) COMMission Expires April 14. 2 fz-or� being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)he is the 4 . (Contractor gin 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 t day of 20 (i� �� '� Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) C residing at q05 Robert I. Brown Architect P.C. and its agents do hereby authorize to apply on my h F to the Topn of Southold Building Department for approval as de cribed h rein. Owner's Signature ( Date � IC(Ccc? Print Owner's Name 2 (TADE 39) 3"EDGE i FiED 3°EDGE)6'FIE1D "EDGE(IC"FIELD 3-91 AH E 3.9) PER 5UPFO11 FER 5UPPORT SEDGE 6-EDBEi 6'PIEtD PER 5UPPORT PER 5UPPORT f�J V G\\ I / EXISTING FRAME GARAGE ' rC> S gyp. / END VENT �l?o P POS DECK PROPOSED DKYWELL PROPOSED SCREEN PORCH c� f / BASED ON 5UR 5ECCAFICO LM 45 DETAIL SITE FLAN DATED: 25 MM SCTM: 1000-5. SCALE: 1 " = 20'-0" AREA: 42,6 I I EXISTING EXCEPT A5 NOTED ZONED: K-80 0WRrMTEE5 OR CMfKWWIS ARE NOT R SFlFABLG UNDERGROUND UIRRIO SURVEY OF DESCRIBED PROPERTY F/uEN£NTS NOT SHOWN MD UITLLTY POLE L IMS ME Wr GUARAWM ME OFFaT W� MN ME—�RO TO E P"�LING AREFW S�m�E MD USG m�E ME NOT molow TO GUIDEME SITUATE AT ARSIMMOMAQUE ERECTION OF FENCES,RETAINING WALLS PWLS PA=PLMRW ADORMN I TOWN OF SOUTHOLD TO W��mo 0��S�m,ME , OF n,�S MD/OR�VM��0,F�.NOT$NO" —-T Glaw� JM I I VWM�aWVM SUPPOLK COUNTY, NEW YORK ,IPON ORW�T&FMSX�6 A�WN OF SECMN 72M MEW MW SrX�r � �W,"RES��"0'"W SURWtM��RE MD RID INK M WOSSED SEAL S— �r m�Sl�A TRUE V�WM S.C.T.M. No. 1000-53-03-04 Atl W���-0&VMCO.— D C��ME v L�� LOT AREA = 42,611 S.F. TO TIE LINE WMEOWNM WZWONS&�OR MMW�WrANM MN MEft SWE MOST D�nms AM 0"W51"�Nor BUILDING AREA COVERAGE = 1,496 S.F. /3.5% RE CMRO. LOT CLEARING = 27,655 S.F. / 64.9Z ALSO KNOWN AS SURVEY OF PART OF PARCEL 1 MAP OF "ENDED MAP A PECONIC BAY ESTATES LONG ISLAND RAILROAD F.'0511911933 MAP NO. 1124 N0.9ELEVATIONS PER NAV88 DATUM PART OF PARCEL N.. I PHRAGMITES LAM NOW OR FORMERLY OF MUCH&MARLAINA HOLMORST N 65*01'00" E 382.93' NO. as F FND. ND. MOH. lb MOH. N0,74 PAAAW a -- 6. 11 GARAGE GF.8.12 NOX U.P. RH.26.71 0: =09 20*W O .8 (18.6'HIGH) �10,1 tt FRAME cs d -(rOP a 18,2 PHRAGMITES sraDP'21 lb� rU4 V NO.4 4 0'0" r'��NO Z4.2' FRAME SHED \�NO.2 tD ........ EARTH DRIVEWAY a6 7 (9.2'HIGH) PHRAGMITES'FO-0"—,�U79-1 -1. . � ���0 ,,,.,.,, .. a,,,S,.,.x„d,�'ra1..m„„ ,.ry�m., .. ,. lb TO'Al lb" *01'00" W 428 71' lb� PART OF PARCEL No. I L.NOW OR FORMERLY OF RYAN&MARGARET WATERHOUSE E C E SECCAFICO LAND SURVEYING PC 500 Montauk Highway Moriches, New York 11955 Phone: (631) 878-0120 Phone (631) 728-5330 pseccof7cogoptonline.net Pat C. Seccarlco. PLS Pat T. Seccaflco. PLS NYS Lk. No. 051040 NYS Lic. No. 049287 0211912024 UPDATE & TOPOGRAPHY copyright — 2024 Seccofico Land Surveying PC PROJECT No. 63357 SCALE. 1 30' DATE. 0612512022 ISSUES/REVISIONS RESIDENTIAL GENERAL NOTE-5 MISC. GENERAL NOTES CLIMATIC AND GEOGRAPHIC CRITERIA 1.THIS PROJECT 15 THE CONSTRUCTION OF A NEW REAR-FACING DECK AND REAR-FACING SCREEN GROUND SNOW LOAD 20 P5F (PER FIG. 1608.2 BCNY5 2020 V PORCH FOR AN EXISTING ONE-5TORY SINGLE FAMILY RESIDENCE,ZONED AS R-80. WIND SPEED(ULTIMATE DESIGN) 130 MPH (PER FIG. 1609.3(I)BCNY5 2020 2.THE EXISTING HEIGHT OF THE EXISTING STRUCTURE AS DEFINED BY THE BUILDING CODE of NEW YORK SEISMIC DESIGN CATAGORY B (PER SECT. 1613 BCNY5 2020 ASS STATE TYPO IS I T-6'.THE PROPOSED WILL NOT INCREASE THE HEIGHT OF THE EXISTING STRUCTURE. WINTER DESIGN TEMP I 1°F (PER TABLE N I 10 1.2)3.THE TYPE OF CONSTRUCTION IS TYPE V(B). FLOOD ZONE WA (PER FEMA MAP) FROM TABLE N 1 102. 1 .2 (P,402. 1 .2) INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT 4.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2020 BUILDING CCDE of NEW YORK FROST LINE DEPTH 36' STATE,2020 EXISTING BUILDING CODE of NEW YORK STATE,AND THE AF t PA WOOD FRAME WEATHERING PROBABILITY SEVERE (PER BCNY5 2020 CONSTRUCTION MANUAL 2015 HIGH WIND EDITION. DESIGN LOAD CALCULATIONS (UNIFORM LIVE LOADS) GLAZED BASEMENT SLAB CRAWL 5.DESIGN LOAD CALCULATION ARE BASED ON: PER TABLE 1G07.1 BCNY5 2020 CLIMATE FENESTRATION SKYLIGHT CEILING WOOD FRAME MASS WALL FLOOR LIVE LOAD:AS PER TABLE R301.4,BUILDING CODE of NEW YORK STATE 2020. ROOMS OTHER THAN SLEEPING 40 P51 ZONE U-FACTOR U-FACTOR FENESTRATIN R-VALUE WALL R-VALUE R-VALUE R-VALUE WALL R-VALUE SPACE WALL DEAD LOAD:CALCULATED AS PER R301.3 AS PER BCNY5 2020. SLEEPING ROOMS 30 P51 SHGC R-VALUE DEPTH R-VALUE SNOW LOAD:20 P51 GROUND SNOW LOAD(AS PER FIG.R301.2(5)BCNY5 2020. ATTICS WITH LIMITED STORAGE 0 P51 1 ATTICS WITHOUT STORAGE I O P51 WIND EXPOSURE CATEGORY"C',FOR 130 MPH 3 SECOND GUST. STAIRS 40 P51 4 0.32 0.55 0.40 49 20 OR 13+5 8/ 13 19 10/ 13 10, 21T 10/ 13 LOCATION LIVE DEAD DELECT LIMIT 15T.FL. 40 LB. 12 U360 2ND.FL.(SLEEP AREA) 30 LB. 12 U360 NAILING SCHEDULE ATTIC(NON STORAGE) 20 LB. 10 U3GO (PER AF t PA AMERICAN WOOD COUNCIL WFCM FOR ROOF 20 LB. 15 U360 ONE AND TWO FAMILY DWELLINGS 2015 515C HIGH WIND EDITION) G.THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR.THE CONSTRUCTION MEANS,METHODS, JOINT DESCRIPTION NUMBER OF COMMON NAILS NAIL SPACING TECHNIQUES,SEQUENCES,OR PROCEDURES,OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN ROOF FRAMING CONNECTION WITH THE WORK.THERE ARE NO WARRANTIES,NOR ANY MERCHANTABILITY OF FITNESS RAFTER TO TOP PLATE(TOE-NAILED) 3 PER RAFTER FOR A SPECIFIC USE EXPRESSED OR IMPLIED IN THE USE OF THESE PLANS. CEILING J015T TO TOP PLATE(TOE-NAILED) 3 PER J0I5T 7.CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE STARTING CONSTRUCTION.DO NOT SCALE CEILING J015T 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 RJDGE STRAP(EACH END) 2 PER TIE DESCRIBED ON THESE DRAWINGS SUBJECT TO QUALIF'ICATION5,CONDITIONS,OR EXCEPTIONS AS BLOCKING TO RAFTER(TOE-NAILED) 2-8d EACH END NOTED.CONTRACTOR SHALL FURNISH ALL LABOR,SCAFFOLDING,AND TOOLS NEC55ARY TO RIM BOARD TO RAFTER(END-NAILED) 2-1 Gd EACH END COMPLETE THE WORK. WALL FRAMING 9.ALL MATERIAL SHALL BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTLRE5 REQUIREMENTS TOP PLATE TO TOP PLATE(FACE-NAILED) 2-I Gd PER FOOT TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-16d JOINT EA.51DE AND SPECIFICATIONS. STUD TO STUD(FACE-NAILED) 2-16d 24"O.C. 10.CONTRACTOR SHALL OBTAIN ALL REQUIRED INSPECTIONS,APPROVALS AND CERTIFICATE OF HEADER TO HEADER(FACE-NAILED) I Gd I G'O.C.ALONG EDGES OCCUPANCY. TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2-1 Gd,3-1 Gd,4-16d PER 2x4,2x6,2x8 RESPECTIVELY BOTTOM PLATE TO FLOOR JOIST,BAND JOIST, DEMOLITION END J015T OR BLOCKING(FACE-NAILED) 2-16d PER FOOT \ c 1. CONTRACTOR SHALL DEMOU5H EXISTING WOOD DECK AS INDICATED ON DRAWINGS AND AS FLOOR FRAMING NECESSARY,AND REMOVE ALL DEBRIS. JOINT TO SILL,TOP PLATE TO GIRDER(TOE-NAILED) 4-8d PER JOIST 2. CONTRACTOR SHALL DO ALL PATCHING AND REPAIR AS REQUIRED DUE TO REMOVAL OF EXISTING BRIDGING TO J015T(TOE-NAILED) 2-8d EACH END WORK AND OF INSTALLATION OF NEW WORK,AS NECESSARY. BLOCKING TO J0I5T(TOE-NAILED) 2-8d EACH END 3. ALL NEW WORK SHALL MATCH AND MEET FLUSH TO EXISTING WORK AS CL05ELY AS POSSIBLE UNLESS BLOCKING TO SILL OR TOP PLATE(FACE-NAILED) 3-16d EACH BLOCK OTHERWISE NOTED. LEDGE STRIP TO BEAM(FACE-NAILED) 3-I Gd EACH JOIST 4. EXISTING STRUCTURE AND INTERIORS THAT REMAIN SHALL BE PROTECTED AS NECESSARY DURING J015T ON LEDGE TO BEAM(FOE-NAILED) 3-8d PER J015T DEMOLITION AND CONSTRUCTION. BAND J015T TO J015T(END-NAILED) 3-16d PER J015T 5. CONTRACTOR SHALL PROTECT EXISTING SERVICES TO REMAIN AND SHALL NOTIFY ALL UTILITIES AND BAND JOINT TO SILL OR TOP PLATE(TOE-NAILED) 2-I Gd PER FOOT / \ TELEPHONE SERVICES AND MAKE ARRANGEMENTS FOR HOOK-UP.REMOVAL,OR CAPPING OF EQUIPMENT ROOF SHEATHING / \ A5 NECESSARY. 5TRUCURAL PANELS 8d (TABLE 3.8) DIAGONAL BOARD SHEATHING FOUNDATIONS 1"x6"OR I"x8" 2-8d PER SUPPORT \ \ 1.ASSUMED SOIL BEARING CAPACITY, 1,500 IbJ5q.1't IN 10'OR WIDER 3-8d PER SUPPORT 2.CONCRETE TO BE PLAIN,REINFORCED,3.000 psi.-28 DAY TEST. 3.ALL NEW FOOTINGS TO REST ON UNDISTURBED SOIL. CEILING SHEATHING GYPSUM WALLBOARD 5d coolers 7'EDGE/ 10"FIELD GENERAL CONSTRUCTION WALL SHEATHING 1.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION,EQUIPMENT AND SERVICES NECESSARY TO 5TRUCURAL PANEL ad (TABLE 3.9) COMPLETE ALL WOOD AND PLASTIC WORK REQUIRED BY THE DRAWINGS AS SPECIFIED HEREIN,OR FIBERBOARD PANELS REASONABLY IMPLIED AS NECESSARY TO COMPLETE 171E WORK. 7/1 W 861 3-EDGE/G'FIELD 2.FASCIAS,SOFFITS AND EXTERIOR TRIM SHALL MATCH EXISTING. 25/32" 8d 3"EDGE/6"FIELD / 3.INTERIOR TRIM SHALL MATCH EXISTING. GYPSUM WALLBOARD 5d coolers 7'EDGE/ 10"FIELD 4.FRAMING ELEMENTS:A.ALL FRAMING LUMBER SHALL B HARDBOARD 8d (TABLE 3.9)E GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE N0.2 OR BETTER. PARTICALBOARD PANELS 8d (TABLE 3.9) PH RAGMITES / B.ALL ENGINEERED LUMBER SHALL BE AS INDICATED ON DRAWINGS,AND SHALL BE INSTALLED,CUT DIAGONAL BOARD SHEATHING AND DRILLED IN ACCORDANCE WITH MANUFACTURERS REQUIREMENTS AND SPECIFICATIONS. 1'x6"OR I'x8" 2-8d PER SUPPORT / le C.ALL SHEATHING TO BE APA RATED,EXPOSURE 1,THICKNESS AS INDICATED. I'x 10"OR WIDER 3-8d PER SUPPORT D.ALL SUB FLOORING TO BE APA RATED STUDD-I-FLOOR,EXPOSURE I,3/4'MIN.THICKNE5. FLOOR SHEATHING E.ALL HEADERS 0-0"AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS,9'-O"AND OVER WITH TRIPLE UPRIGHTS.ALL HEADERS SHALL BE A MINI.OF(2)2'x8'OR AS SHOWN ON DRAWING. 5TRUCURAL PANELS F.SOLID BLOCKING SHALL BE PROVIDED FOR All JOISTS AND FLOOR BEAM5 AS PER 13CNY5 2020 I'OR LESS 8d 6"EDGE/12"FIELD OR AS NOTED @ 8'-0'O.C.MIN..PROVIDE 2'SPACE FOR AIR CIRCULATION IN ROOF. GREATER THAN I' I Od 6"EDGE/6"FIELD G.PROVIDE DOUBLE FRAMING AROUND ALL OFF ING5(STAIRS,ETC.)OR AS NOTED ON DRAWINGS. DIAGONAL BOARD SHEATHING H.PROVIDE DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON I'XG"OR 1"x8" 2-8d PER 5UPPORT / DRAWING. I"x 10"OR WIDER 3-8d PER SUPPORT I.ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS 13Y'51MP50N"OR APPROVED EQUAL. Q / J.NAILING SCHEDULE SHALL BE AS PER BUILDING CODE of NEW YORK STATE 2020 AS A MINIMUM. G � ALL 2"x6'STUDS SHALL RECEIVE(5) 1 Od NAILS AT SILL AND PLATE.ALL EXTERIOR NAILS SHALL BE \\ / GALVANIZED. SEE ATTACHED NAILING SCHEDULE. O K.PLYWOOD SHEATHING TO BE NAILED 8d NAILS @ 4"O.C.EXTERIOR EDGES AND 6d NAILS @ 12" O.C.INTERMEDIATE. SEE ATTACHED NAILING SCHEDULE. / L.ALL INTERIOR AND EXTERIOR FINISHES TO BE 5ELECTED BY OWNER. O� �� / \ M.ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE N\ TYPE CONNECTORS BY'SIMP5YN"OR APPROVED EQUAL.FOR TIMBER PILE FOUNDATIONS,PROVIDE HURRICANE CUPS AT ALL PERIMETER JOISTS TO GIRDER CONNECTIONS. 5.ALL NEW WINDOWS TO BE THERMAL INSULATED L01V-E GLASS,WITH ARGON GAS,IMPACT RESISTANT AS \ / REQUIRED. G.LOAD PATHS ARE INDICATED BY SECTION DRAWINGS. 7.CONNECTIONS SHALL BE BUILT IN ACCORDANCE WITH AN51/AF A PA WCFM-1995.(SEE NAILING -- ` !�j THESE PLANS ARE AN INSTRUMENT OF SERVICE SCHEDULE) I!Ii / _ 8.FLASHING AT ALL WINDOW AND DOOR OPENINGS SHALL BE EPDM OR APPROVED RUBBERIZED IIf / INFRINGEMENTS WILL EOPR SECUTED � MEMBRANE. / 9.FLASHING AT ROOF CONNECTIONS,VALLEYS,CHIMNEYS AND CRICKET5 SHALL BE ALUMINUM. 10.STEP FLASHING SHALL BE USED AT ALL INTERSECTIONS OF SLOPED AND VERTICAL SURFACES,EXCEPT / 2023 ALL RIGHTS RESERVED STEP FLASHING AND COUNTER-AND CAP-FLASHING SHALL BE USED AT INTERSECTION OF ROOF AND / CHIMNEY,AND ROOF AND WALLS. ALL BE ZL 1/25b.INSULATION FIBER-GLA55 BATTS CONFORMING TO THE 5PEINDICATED FIICAATION5 DFOR PRE ORMEDPA\&ING5 AND HFIBROUS CORNER / GLA55 INSULATION.NAAMM STANDARD 51. 1 b-70. CLOSED-CELL SPRAY-IN FOAM INSULATION(R-6.5 PER O LD DOWN INCH)BY ICYNENE OR APPROVED EQUAL SHALL BE PROVIDED AS INDICATED ON DRAWINGS. 12.NEW INTERIOR DOORS SHALL MATCH EXISTING. 13. NEW HARDWARE SHALL MATCH DEDGE EXISTING, PE,UNLESS,SPECIFIED BY OWNER. Robert I. Brown 14.GYPSUM BOARD SHALL BE EASED EDGE TYPE,CONFORMING TO ASTM C36,AND SHALL BE j '5HEETROCK 5W'BY U.S.GYPSUM CO.OR APPROVED EQUAL. GYPSUM WALLBOARD THICKNESS SHALL BE / Q, EYISTI NG / '/2" / FRAME / Architect P C 15.ALL NEW AND REPAIRED GYP.BOARD SHALL BE TAPED AND SPACKLED THREE(3)COATS.ALL EXTERIOR / /i, • • CORNERS SHALL HAVE METAL CORNER BEADS. ( / GARAGE 20 Bay Ave. Green port NY FINISHES �� / 1. NEW WOOD DECKING TO BE SELECTED BY OWNER,INSTALLED BY CONTRACTOR. / �5 x P FINISHED AS NECESSARY info@ribrownarchitect.com 2.EXTERIOR PAINT SHALL BE LATEX ACRYLIC BY BENJAMIN MOORE OR APPROVED / EQUAL.APPLIED IN ACCORDANCE WITH MANUFACTUR:EK5 5PECIFICATION5 AND 6 j- - RECOMMENDATIONS. COLOR TO BE SELECTED. O O� / 3 477 9752 3.EXISTING INTERIOR WALLS AND CEILINGS IN ROOMS AFFECTED BY THE WORK SHAM BE CLEANED AND REPAINTED. NEW WALLS AND CEILINGS SHALL BE SEALED AND PAINTED.PAINTING SHALL BE TWO (2)COATS BENJAMIN MOORE AQUA PEARL LATEX ``11 PAINTED,COLOR TO BE SELECTED HVAC RIDGE CROSS SECTION END VIEW EXISTING oO\Cp� �`�J IT IS A VIOLATION OF THE LAW FOR ANY PERSON, 1.NO HVAC WORK TO BE COMPLETED 1 r�. JCL UNLESS ACTING UNDER THE DIRECTION OF / FRAME C) Ix O\��P� LICENSED ARCHITECT,TO ALTER ANY ITEM ON P LUYMBIVE 05GBIB8 LOCATION A5 NECESSARY / SHED / \ THIS DRAWING IN ANY WAY. ANY AUTHORIZED 1. 2 GPI- ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. ELECTRICAL 1.FURNISH ALL LABOR,MATERJAL5,EQUIPMENT,PLANT,TOOLS,AND SERVICES NECESSARY AND REQUIRED FOR PROPER AND COMPLETE INSTALLATION OF ALL NEW �••,, �/ �P\ ELECTRICAL SYSTEMS AND RELATED WORK INCLUDING,BUT NOT LIMITED TO: CONNECTIONS TO PREVIOUSLY INSTALLED ELECTRICAL-SYSTEMS,WIRING,LIGHTING, SERVICES,FEEDERS,DISTRIBUTION AND PROTECTION EQUIPMENT,CONNECTIONS TO APPLIANCES, GROUNDING,AND ALL INCLUDING ALL CONNECTIONS AND DEVICES I ----- 111 P POS DECK PROPOSED ('e WITHIN THE SCOPE OF THE WORK AS SHOWN ON THE APPLICABLE DRAWINGS AND . AND SPCIFICATION5 AND AS NORMALLY SPECIFIED IN TH15 TYPE OF PROJECT AND D RYWE LL INCLUDING CONNECTIONS TO PREVIOUSLY INSTALLED TRANSFORMERS AND / ELECTRICAL DISTRIBUTION SYSTEMS. 2.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2020 BUILDING CODE of NEW YORK STATE,THE NATIONAL ELECTRICAL CODE,NFPA NO,70-2017(NEC), LOCAL UTILITY STANDARDS,OCCUPATIONAL SAFETY AND HEALTH CAT(OSHA),THE NATIONAL ELECTRICAL MANUFACTURERS'ASSOCIATION(NEMA)AND ANY OTHER APPUCABLE CODES. IN THE EVENT OF CONFLICT,THE MORE STRINGENT REQUIREMENTS WILL APPLY. " PROPOSED SCREEN 3.ALL PRODUCTS USED FOR ELECTRICAL WORK SHALL BEAR THE UNDERWRITERS `3i '"` I / -----` LABORATORIES,INC.LABEL AND BE SUITABLE FOR THE ENVIRONMENT IN WHICH THEY WILL BE INSTALLED. PORCH / 4.ALL WORK ON THE ELECTRICAL SYSTEM SHALL BE PERFORMED BY OR UNDER THE SUPERVISION OF A PROPERLY LICENSED MASTER ELECTRICIAN. ��� CLIENT/OWNER 5.THE CONTRACTOR SHALL OBTAIN,SUBMIT,AND PAY FOR ALL PERMITS,LICENSES AND INSPECTIONS AS REQUIRED BY THE LOCAL,STATE,AND FEDERAL AUTHORITIES, AND ANY OTHER APPLICABLE JURISDICTION. / ALLACCO 6.CARBON MONOXIDE DETECTORS IN CONFORMANCE WITH APPLICABLE CODES � �"y� � SHALL BE CONNECTED TO THE LIGHTING CIRCUITS WITH NO INTERVENING WALL --- SWITCH. LINE CORD-CONNECTED,DIRECT PLUG-IN,AND BATTERY POWERED ALARMS FLOOR O ARE NOT ACCEPTABLE. ALARMS SHALL BE INSTALLED ON EACH LEVEL ON WHICH J015T DRAINAGE CALCULATIONS: LOUIS SLEEPING QUARTERS ARE LOCATED. 7.SMOKE DETECTORS IN NATIONAL IRE AL WITH THE TYPO BUILDING CODE of NEW = n ZONE 1 : 140 S F x 0. 17 = 23.8 C F 905 KERWIN BOULEVARD YORK STATE,THE NFPA NATIONAL FIRE ALARM CODE NO.72-1993 SHALL BE � � �� �' PROVIDED OUTSIDE EACH SEPARATE SLEEPING AREA,IN EACH 5PLEEPING AREA,AND �� PROVIDE I 4' D I A x 3'-G"D D RYWE LL 3 0.5 C F ON EACH FLOOR LEVEL. S 3� ( ) ( ) GREENPORT, NY ljgq�} CONTRACTOR SHALL COORDINATE WITH OWNER'S ALARM COMPANY FOR SMOKE AND I 0 c9 BURGLAR ALARMS AS NECESSARY. �i O�Oo 3 �/J GL PROJECT TITLE 'vDECK AND SCREEN 61, � PORCH ADDITION FLOOR JOIST = Q / DRAWING TITLE GENERAL NOTES SITE PLAN UPLIFT CONNECTIONS BASED ON SURVEY BY: SECCAFICO LAND SURVEYING P.C. N N ECTION5 D E TAIL SCALE DATED: 25 MAY 2022 11DECEMBER,2023 51TE PLAN DRAWING NO. SCTM: 1000-53-3-04 SCALE: 1 " = 20'-011 AREA: 42,G I I SF (0.95 AC) EXISTING EXCEPT AS NOTED ZONED: R-80 ISSUES/REVISIONS 64 1 I i FO I I 4P 4P WIF I qp WP i i i w/FAN ELECTRICAL PLAN SCALE: 1/4" = I'-0" EXI5TII4G EXCEPT AS NOTED G" 4'-G" I EXISTING STRUCTURE TO REMAIN I I L— J , wl EXISTING FOUNDATION TO REMAIN o� EXISTING WINDOWS TO REMAIN EXISTING WINDOWS TO REMAIN EXISTING WINDOWS TO REMAIN 51-011 c� ,� a? N Lu of o 3 PROPOSED DECK 0 3x8 P.T. LEDGER BOARD ANCHORED TO EXISTING STRUCTURE(2)TWICE EVERY 24"O.C. I o = CUSTOM SCREEN 2G9 SF O t I o� PANEL DOOR J o NEW DECKING TO BE SELECTED z o � z EXISTING BILCO Q ( PROPOSED SCREEN Q DOOR TO REMAIN PORCH �D I THESE PLANS ARE AN INSTRUMENT OF SERVICE 137 5F m G AND ARE THE PROPERTY O S 3G" HANDRAIL TO CODE(TYP.) °) INFRINGEMENTS WILL E PROSECUTED 2o23 ALL RIGHTS RESERVED SIC EXISTING (3) 2x COLUMNS 21-8"x 7-2" (3) 2xG COLUMNS DOOR TO REMAIN I CLAD /AZEK CUSTOM SCREEN CLAD w/AZEK PANELS NEW WOOD STEPS r --� G'-O° TO CODE(IYP.) I I I I ( I (2) 2x8 P.T. GIRDER I I (2) 2x8 P.T. GIRDER ( I _ _ Robert I. Brown Ir 24'-1 1" 1 P-4" L J G-5 L— —J G-5 L J I I -2 i/2 L— —J I I -2 I/2 L J Architect, P.C. 1 II 1 " " 1 " DECKFLOOK PLAN 10" dw. 50NOTUBE 10"dia. 50NOTUBE 10"dia. 50NOTUBE 20 Bay Ave. Greenport NY i " " " " I II N II II � 30 x 30 x 8 POURED CONCRETE 30 x 30'x 8 POURED CONCRETE 30 x 30 x 8 POURED CONCRETE in o@ribrownarchitect.com EX FOOTER w/#5 REBAR IN EACH FOOTER w/#5 REBAR IN EACH FOOTER w/#5 REBAR IN EACH SCALE: EX =CEPTT A A� NOTED DIRECTION. MINIMUM 3'-0" BELOW DIRECTION. MINIMUM 3'-0" BELOW DIRECTION. MINIMUM 3'-0" BELOW 631-477-9752 EXISTING GRADE ON UNDISTURBED SOIL GRADE ON UNDISTURBED SOIL GRADE ON UNDISTURBED 501L IT IS A VIOLATION OF THE LAW FOR ANY PERSON, FOUNDATION PLAN UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY. ANY AUTHORIZED SCALE: 1/4" = 1'-0" ALTERATION MUST BE NOTED,SEALED,AND EXISTING EXCEPT AS NOTED DESCRIBED IN ACCORDANCE WITH THE LAW. REMOVE IXISTING SHINGLES AS NECESSARY '� c `J!n REPAIR AND PATCH EXISTING NEW 2x8 RAFTERS SECURED ROOFING AS NECESSARY WITH METAL STRAPPING(TYP.) ." :. 2x8 RAFTERS @ I G"O.C. * � BLOCKING A5 Yz CD-X RATED PLYWOOD SHEATHING NEGE55ARY ASPHALT SHINGLE ROOFING TO MATCH EXISTING 2x 12 LEDGER BOARD Y '�- ASPHALT SHINGLE ROOFING 12 ANCHORED TO EXISTING RAFTERS TO MATCH EXISTING 3 �c ' 'N V I NEW SOFFIT, TRIM,AND BLOCKING AS NEW 2x4 CONSTRUCTION LEVEL WITH EXISTING GUTTERS TO MATCH EXISTING LEVEL WITH IX NECESSARY ISTING 51DING TO MATCH EXISTING WALL NEW SOFFIT,TRIM, AND REMOVE EXISTING SOFFIT AND FASCIA CLIENT/OWNER GUTTERS TO MATCH EX15TING (2) 2x8 GIRDER �—- REPAIR AS ROOFING NECESSARY ---- --.--=. . . . . . . . . . . . . . . . . . . . . . . . . . . I— _=_� - - --_�: I I G" EXPOSED RAFT ALLACCO u . . . . . . . . . . . . . . . . . . . . . I + 'f (3) xG COLUMNS CLAD AZEK = L UI L=J1 . . . . . . ! i�; " m OEXISTING STRUCTURE KERWIN BOULEVARD 2'-8"x T-2" TO REMAINGREENPORT, NY u944 � � 3G HANDRAIL TO CODE(IYPJ I 9 5 (3) 2xG COLUMNS CUSTOM BEEN 4x4 POSTS w/ PANELS CLAD w/AZEK 2x2 RAILS --lE Et I 2x2 BALUSTERS NEW DECKING TO BE SELECTED INSECT BARRIER N PROJECT TITLE (2) 2x8 P.T. GIRDER 2x8 P.T. JOISTS @ I G"O.C. DECK AND SCREEN 4x4 P.T.POST SECURED WITH PORCH ADDITION GALVANIZED METAL POST HOLDER NEW WOOD STEPS TO CODE 10"dia. SONOTUBE EASTELEVATION (REAR) 30"x 30"x 8"POURED CONCRETE EXISTING FOUNDATION DRAWING TITLE FOOTER w/#5 REBAR IN EACH TO REMAIN FIRST & SECOND DIRECTION. MINIMUM 3'-0" BELOW SCALE: 1/4" = P-0" GRADE ON UNDISTURBED 501L EXISTING EXCEPT AS NOTED FLOOR PLAN SECTION A SCALE SCALE: 1/4" = I'-0" u DECEMBER,ao23 1/4" EXISTING EXCEPT AS NOTED DRAWING NO.