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HomeMy WebLinkAbout50979-Z �S�FfQ TOWN OF SOUTHOLD jo �y BUILDING DEPARTMENT 1 x TOWN CLERK'S OFFICE 10y • o� SOUTHOLD, NY f 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#: 50979 Date: 7/24/2024 Permission is hereby granted to: Rontiris, Nicholas 160 Circle Dr Manhasset, NY 11030 To: Demolish existing shed and construct additions and alterations to an existing single-family dwelling to include an attached garage as applied for. At premises located at: 1730 Old Orchard Rd, East Marion �rL�� �a� l SCTM #473889 &A� Sec/Block/Lot# 37.-2-7.1 Pursuant to application dated 5/3/2024 and approved by the Building Inspector. To expire on 1/23/2026. Fees: DEMOLITION $17.20 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $584.00 CO-ALTERATION TO DWELLING $100.00 Total: $701.20 Building Inspector Pontino, Susan From: Nick Rontiris <nrontiris@gmail.com> Sent: Thursday,July 10, 2025 10:45 AM To: Pontino, Susan Subject: Re: Building permit 1730 Old Orchard Ln, East Marion Please void it.Thank you On Thu,Jul 10, 2025 at 10:41 AM Pontino, Susan <susan.pontinop-town.southold.ny.us>wrote: Good morning, We issued a building permit July 24th of last year for additions and alterations to your house on Old Orchard Lane. It has never been paid for/picked up. Do you still want this permit or should I void it? Please let me know. Thank you. Susan Pontino- ,Senior Office Assistant Southold Town E)uilding Department PO box > 179 Southold NY If 971 631-765-1802 i FIELD INSPECTION REPORT DATE COMMENTS b FOUNDATION (1ST) 'J y -------------------------------------- FOUNDATION (2ND) z -- o ROUGH FRAMING& PLUMBING S � INSULATION PER N.Y. "3 STATE ENERGY CODE FINAL ADDITIONAL COMMENTS p" Stu 1 z rn b w � S z �x d r� b H �uE o(K TOWN OF SOUTHOLD—BUILDING DEPARTMENT N. Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax (631) 765-9502 https://www.southoldtowpny.gov Date Received APPLICATION FOR BUILDING PERMIT _ "V For Office Use Only • r•. 5 i PERMIT NO. ` I Building Inspector: ` MAY - 2024 Applicationsand forms must be filled out Ir their entirety°Incomplete a,,� <• „-.. ?s'1u aN applicatwns,will not be accepted Where the Applicant is'not theowner"an Owner s Authorization form(Page 2)shall°be completed Date: 3 2 OWNERS)OF PROPtRTY� _...._ _ . Name ( 0 la lee / SCTM#1000 2 ._�_ .... l _.... f- ._. 1.Project Address: - -- _-. - ------------- -D-(d_"_ � - -Lame- _ - -- ofY._I Phone#: Email: ------ S /,G _ 3 I Z - 3 ' -- _ --._ A/g ry ''I f.u' C2 ....6 0�q./i- c Mailing Address: CONTACT PERSON Name. _.. Mailing Address: 16 0 C. or. (C ®V,vC. 60 4a-Pr 2 IUY... _.11W d._._ .._.. ItIle Phone#:-S/�, -3(2_^-3�. _.. Email. DESIGN PRt�JESSI9NAL INFORMATION Name: ��n -6 1 R _- . 4-1 l*, s . _ - - - ----- Mailing Address: �Io . - a� � - - -yl .__,fie._.__ - /-------- :_DIi .Ja� ._ Phone#: 7i�� —Zl��_ Email: CONTRACTOR INFORMATION Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION _= ❑New Structure �Mddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes [],No Will excess fill be removed from premises? ❑Yes [:]No s ;,PROPERTY INFORMATION Existing use of property: de�< Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes KNo IF YES,PROVIDE A COPY. Check Box After Reading The owner/contractor/design professiona d by Chapter 236 of the Town Code APPLICATION(5 HEREBY MADE to the Bwldmg pepartment for the issuance of a Suildmg Permit pursuant tot BwldmgZone Or-in nceof`the Town of Southold,Suffolk,County;New Yoik and other applicable Caws;Ordinances or Regulations;for the constructwn of bwldmgs, additions,alterations or for removal or demolfion as harem descnbed The applicant agrees to cort�ply with-all apphablelaws,ordinances,building code; housing code and regutatwns and o admit authanzed mspeeLarsfon premises and in bwldmg(s)for necessary inspections Palse statements made herein are punisha(ife as a Class A misdemeanor pursuant to Section 210 45 of the New York State Penal Law _ Application Submitted By(print name): ....j h IIZ 1 r ❑Authorized Agent 40wner Signature of Applicant: Date: 5- 3 a _--------- --- STATE OF NEW YORK) �SS: COUNTY OF SU C TV I ) ICI lchal a5 being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the 0 one¢� (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 3r I day of 2024 otary Public TRACEY L. DWYER PROPERTY OWNER AUTHORIZATION NOTARY PUBLIC,STATE OFNEWYORK (Where the applicant is not the owner) IED IN SUFFOL 00 G1ljALIF1ED IN SUFFOLK COUNTY COMIASSION EXPIRES JUNE 30,2 (D I, 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 Print Owner's Name NOTE: E LOT NUMBERS REFER TO 'GARDINER'S BAY ESTATES, SECTION TWO' FILED IN THE SUFFOLK - � , COUNTY CLERKS OFFICE ON SEPT-23, 19z7 G�4� ;� SURVEY, OF -PROPER Y AS FILE N0, 275, AT EAST MARION - v TOWN OF SO UTHOLD SUFFOLK - CO UNT Y MY , 1000-37-02-7.1 N SCALE I'30' - y�c NOVEMBER. 15, 2011 e O - DEC. '.2, 2011 (REVISIONS) 0 to 5$ lb . CERTIFIED TO : � Q I� /t ` oo' ao a� 1141p NICHOLAS RONTIRIS zs s N o ASPASIA RONTIRIS CHICAGO TITLE INSURANCE COMPANY LYONS MORTGAGE, SERVICE, INC. U/G PROPANE �O� '(6 moo 0 TANK` `'sr va 0.6N. „ vo END FE. 6 0.5N. J \,0'( 0.4'W. 0FE. STOCKADE FENCE ■ = MONUMENT ' • ." - N.Y.S. L/C. NO. 49618 ANY ALTERA77ON OR ADDI77ON TO .THIS SURVEY IS A VIOLA TOM ECONIC EYORS, P.C. OF SEC77ON 72090F THE NEW YORK STA 7E EDUCA 77ON LAW. EXCEPT AS PER SEC77ON 7209-SUBDIVISION 2. ALL CER77FICA77ONS (631) 765-5020 FAX (631) 765-1797 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF - -P.0. BOX 909 SAND MAP OR COPIES_BEAR 771E IMPRESSED .SEAL OF THE SURVEYOR TREE 9�-750 SQ FT 1230 TRAVELER STREET WHOSE SIGNAT 11_222 URE APPEARS HEREON. - � SOUTHOLD, N.Y 11971 . r NOTE: LOT NUMBERS REFER TO 'GARDINER'S BAY t �� ESTATES, SECTION TWO' FILED IN THE SUFFOLK _ O 09 , COUNTY CLERK'S OFFICE ON SEPT�-23, 1927 - AN SURV �+'Y- OF PROPERTY AS FILE NO, 27s �0 N AT EAST MARION TOWN OF SO UTHOLD SUFFOLK COUNTY MY f 1000-37-02-71 N G SCALE: 1'=30' y�c NOVEMBER. 15, 2011 e$ - DEC. '.2, 2011 (REVISIONS) i / _ n �Q v. CERTIFIED TO : _ --' cJ�• Q I� t�� � a ®� \\'` �20�� � - NICHOLAS RONTIRIS - o G ASPASIA RONTIRIS ,y CHICAGO TITLE INSURANCE COMPANY - LYONS-MORTGAGE• SERVICE, INC. a>, �o / U/G PROPANE O� '(6 �O4 `a� 0 TANK 6� ��r ON %W \ 0.8'N. END N. .� vo 0.4'W. STOCKADE ONS. _ FENCE ■ MONUMENT N.Y.S. L/C NO. 49618 ANY ALTERA77ON OR ADDITION TO .THIS SURVEY IS A VIOLATION ECONIC EYORS, P.C. OF SECTION 7209OF THE NEW YORK STATE EDUCA77ON LAW. EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CER77FICA77ONS (631) 765-502Q FAX (631) 765-1797 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P.O. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYAR AREA= 9,750 SQ.FT. 1230 TRAVELER STREET 11--2,2,2 WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N.Y. 11971 / RIDGE AT ADDITION / ON' \ / 2 STORY EXISTING \ / ADORION 2STORY \ / AT REAR HOUSE / YARD pf ___ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ __ __ _ _ _ _ _ - _- - - __ b FlRSTFL 413• 1 SKY PLANE DIAGRAM: EAST TO WEST SECTION NTS RIDGE AT ADDITION _\ / RIDGE AT GARAGE _ \ b FIRSTFL _ SKY PLAN DIGRAMS SKY PLANE DIAGRAM: SOUTH TO NORTH SECTION HOUSE ADDITION AND RENOVATION 1730 OLD ORCHARD LANE NTS EAST MARION,NY 11939 i DRAWING LIST CONTRACT DWG NO. DRAWING TITLE s Ef NO. A001.00 COVER PAGE&DRAWING LIST 1 COMPLY"M&-CODES dF APPROVED AS NOTED A002.00 GENERAL NOTES 2 NM K STATE�� JDwN CONDITIONS OF b n A003.00 GENERAL NOTES 3 •7 Z Z B P # ` A004.00 GENERAL NOTES&ENERGY CODE COMPLIANCE 4 D A005.00 GENERAL NOTES 5 F '7 BY., A006,00 GENERAL NOTES 6 wAwVmRmmmw -L---� A030.00 SITE PLAN&ZONING 7 mam NOTIFY BUILDING DEPARTMENT AT A061.00 REMOVAL PLANS 8 631-765-1802 8AM TO 4PM FOR THE A062.00 REMOVAL ELEVATIONS 9 W . MIN FOLLOWING INSPECTIONS. A101.00 FIRST FLOOR PLAN 10 FOUNDATION-TWO REQUIRED A102.00 SECOND FLOOR PLAN 11 F A103.00 ROOF PLAN 12 OR POURED CONCRETE A201.00 ELEVATIONS 13 7 ROUGH-FRAMING&PWMI31NO A202.00 ELEVATIONS 14 WSULATION A301.00 SECTIONS 15 FINAL-CONSTRUCTION MUST A302.00 SECTION DETAILS 16 A801.00 FIRST FLOOR REFLECTED CEILING PLAN/ELECTRICAL PLAN 17 BE COMPLETE FOR QO' A802.00 SECOND FLOOR REFLECTED CEILING PLAN/ELECTRICAL PLAN 18 ALL CONSTRUCTION SHALL.MEETTNE S100.00 FOUNDATIONI FIRST FLOOR FRAMING PLAN 19 HOUSE ADDITION AND RENOVATION REQUIREMENTS OF THE CODES OF NEW S101.00 SECOND FLOOR FRAMING PLAN 20 YORK STATE. NOT RESPONSIBLE FOR S102.00 ROOF FRAMING PLAN 21 DESIGN OR CONSTRUCTION ERRORS 1730 OLD ORCHARD LANE ELECTRICAL P100.00 PLUMBING RISER DIAGRAM 22 INSPECTION REQUIRED EASTMARION NY 11939 - Must provide Manuals PLUMBER CERTIFICATION D,I and S as per ON LEAD CONTENT BEFORE RETAIN STORM WATER RUNOFF NYS Energy Code CERTIFICATE OF OCCUPANCY PURSUANT TO CHAPTER 236 SOLDER USED IN WATER OF THE TOWN CODE SUPPLY SYSTEM CANNOT Biower dw EXCEED 2110 OF 1% LEAD. and ductwork Sct 10-�rm a l ric+r 5 tesdng required. PLUMBING U G ALL PLUMBING WASTE Y, &WATER LINES NEED .4 ttEQU>IRED TESTING BEFORE COVERING 1MUsg pRDiNQ Fim Separation .0 y , A required as per NYS Code i� SCENE FD) JUL 2 2-024 Aw Y; �r BMDING Dom' ,. . .. TO.W,v wsomol ARCHITECT: Ciardullo DRAWING TITLE: COVER PAGE DRAWING LIST REVISIONS SEAL: � �.$ , DATE:0710412024 SCALE: NO. DESCRIPTION DATE c ry' ;,•„ OT'� DRAWN BY: G.VARTHALAM6 ARCHITECTURE&ENGINEERING,PC r� i DWG N0. HOUSE ADDITION AND RENOVATION F 417 FIFTH AVE,8TH FL. co NEW YORK,NY 10036 1730 OLD ORCHARD LANE T:(212)245-0010 A001 100 www.ciardullo.com EAST MARION NY 11939 TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GENERAL NOTES 1. THE PROPOSED PROJECT IS AN ADDITION TO THE EXISTING HOUSE,INCLUDING A NEW WIND' SUBJECT TO DAMAGE FROM KITCHEN,THIRD BEDROOM AND ATTACHED GARAGE.THE PROJECT ALSO INCLUDES ROUND SNOW SEISMIC WINTER ICE BARRIER MEAN MINOR RENOVATIONS AND UPGRADES TO THE EXISTING HOUSE. TOPO- SPECIAL WIND-30RNE DESIGN DESIGN UNDERLAYMENT FLOOD HAZARDS(k) AIR ANNUAL SPEED LOAD(PSF) GRAPHIC WIND DEBRIS CATEGORY(d) WEATHERING(a) FROST LINE TERMITE(e) TEMPO REQUIRED(g) FREEZING INDEXIO TEMP("') 2. ALL CONSTRUCTION WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE 2020 (MPH) EFFECTS(') REGIONIO ZOVE0) DEPTH RESIDENTIAL CODE OF NEW YORK STATE AND LOCAL JURISDICTIONS REQUIREMENTS. MODERATE 3613140020C 1500 or less 47.3°F 3. THE OWNER AND ARCHITECT ASSUME NO RESPONSIBILITY FOR CONSTRUCTION MEANS, 30 igureeRR3. (4 NO NO I\0 Figure R301.2(2) SEVERE 48 INCHES TO 7°F YES eff.09/15/1993 Figure R403.3(2) Albany WSO METHODS,TECHNIQUES,SEQUENCES OR PROCEDURES,OR SAFETY PRECAUTIONS AND 130 HEAVY PROGRAMS IN CONNECTION WITH THE WORK. TABLE R301.6 4. DO NOT SCALE THE DRAWINGS.USE DIMENSIONS ONLY.ALL DIMENSIONS TO BE SECTION R300 BUILDING PLANNING MIN. ROOF LIVE LOADS IN POUNDS-FORCE PER SQUARE FOOT CHECKED BY THE CONTRACTORS PRIOR TO CONSTRUCTION. TABLE R301.2.1.3:WIND SPEED OF HORIZONTAL PROJECTION 5. THE CONTRACTOR SHALL VISIT THE SITE AND BE RESPONSIBLE FOR HAVING RECORDED CONVERSIONS ALL CONDITIONS WITH THE SCOPE OF THE PROJECT.NO CLAIMS FOR EXTRA TRIBUTARY LOADED AREA IN SQ FT FOR ANY COMPENSATION BASED ON IGNORANCE OF VISIBLE OR IMPLIED CONDITIONS WILL BE ROOF SLOPE STRUCTURAL MEMBER CONSIDERED. FASTEST MILE TAKEN 6. THE CONTRACTOR(S)SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING 3 SECOND GUST 120 FROM TABLE 301.2(1) 0 TO 200 201 TO 600 OVER 600 AND NEW MATERIALS AND CONDITIONS WITHIN THE PROPOSED CONSTRUCTION AREA. FASTEST MILE 100 RISE 4"/FT(1:3)TO LESS 12"/FT(1:1) 16 14 12 ANY DAMAGE CAUSED BY OR DURING THE EXECUTION OF THE WORK IS THE RESPONSIBILITY OF THE CONTRACTOR(S)AND SHALL BE REPAIRED TO THE OWNER'S RISE 12"/FT(1:1)AND GREATER 12 12 12 SATISFACTION AT THE CONTRACTOR(S)'SOLE EXPENSE. 7. ALL WORK SHALL BE DONE IN A WORKMANSHIP-LIKE MANNER ACCORDING TO COMMON TABLE R301.5 TABLE R301.7 ACCEPTABLE INDUSTRY STANDARDS AND PRACTICES. MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 8. ALL MATERIALS AND EQUIPMENT ARE TO BE INSTALLED IN STRICT ACCORDANCE WITH 2O20 RESIDENTIAL CODE CF NEW YORK STATE 2020 RESIDENTIAL CODE OF NEW YORK STATE THE MANUFACTURERS SPECIFICATIONS AND INSTALLATION INSTRUCTIONS. LIVE LOAD )(#/SQ.FT. STRUCTURAL MEMBER ALLOWABLE USE DEFLECTION 9. HEIGHT AND AREA LIMITATIONS EXISTING AND PROPOSED ADDITION ARE UNPROTECTED WOOD-FRAMED DECKS 40 RAFTERS HAVING SLOPES GREATER THAN 3/12 U180 CONSTRUCTION, WITH NO FINISHED CEILING ATTACHED TO RAFTERS • 2 STORY DWELLING PLUS ATTIC PASSENGER VEHICLE GARAGES 50 (BASEMENT DOES NOT HAVE HABITABLE OCCUPANCIES) ROOMS OTHER THAN SLEEPING ROOMS 40 INTERIOR WALLS AND PARTITIONS H/180 FLOORS AND PLASTERED CEILINGS U360 SLEEPING ROOMS 30 ALL OTHER STRUCTURAL MEMBERS U240 R302 FIRE-RESISTANT CONSTRUCTION EXTERIOR WALLS; CONSTRUCTION,PROJECTIONS,OPENINGS AND PENETRATIONS SHALL EXTERIOR WALLS WITH PLASTER OR STUCCO H/360 COMPLY WITH TABLE R302.1(1) FINISH TABLE R302.1(1) EXTERIOR WALLS-WINDS LOADS WITH BRITTLE U240 EXTERIOR WALLS FINISHES EXTERIOR WALLS-WINDS LOADS WITH FLEXIBLE U120 EXTERIOR WALL ELEMENT MINIMUM MINIMUM FIRE FINISHES FIRE-RESISTANCE RATING SEPARATION DISTANCE FIRE-RESISTANCE 1 HOUR-TESTED IN ACCORDANCE WITH ASTM E119 UL 263 OR SECTION R302 FIRE-RESISTANT CONSTRUCTION 703.3 OF THE INTERNATIONAL BUILDING CODE WITH EXPOSURE FROM BOT 0 FEET RATED SIDES R302.5 DWELLING-GARAGE OPENING AND PENETRATION PROTECTION WALLS OPENINGS AND PENETRATIONS THROUGH THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE NOT FIRE-RESISTANCE 0 HOURS 0 FEET GARAGE SHALL BE IN ACCORDANCE WITH SECTIONS R302.5.1 THROUGH R302.5.3. RATED R302.5.1 OPENING PROTECTION. NOT ALLOWED NA <2 FEET OPENING FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND THE RESIDENCE SHALL BE FIRE-RESISTANCE 1 HOUR ON THE UNDERSIDE,OR HEAVY TIMBER,OR >2 FEET TO EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 a"THICKNESS,SOLID OR HONEYCOMB PROJECTIONS RATED FIRE-RETARDANT-TREATED WOOD a'b 5 FEET CORE DOORS NOT LESS THAN 1� THICK,OR 20 MINUTE FIRE-RATED DOORS. NOT FIRE-RESISTANCE 0 HOURS y R302.5.2 DUCT PENETRATION. 5 FEET DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE RATED DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF MINIMUM NO.26 GA SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL NOT HAVE OPENINGS INTO THE GARAGE, NOT ALLOWED NA <2 FEET R302.5.3 OTHER PENETRATIONS. OPENINGS 25%MAXIMUM OF WALL 0 HOURS 3 FEET PENETRATIONS THROUGH THE SEPARATION REQUIRED IN SECTION R302.6 SHALL BE IN WALLS AREA PROTECTED AS REQUIRED BY SECTION R302.11,ITEM 4. R302.6 DWELLING-GARAGE FIRE SEPARATION. 0 HOURS THE GARAGE SHALL BE SEPARATED AS REQUIRED BY TABLE R302.6. OPENINGS IN GARAGE WALLS SHALL UNLIMITED 5 FEET COMPLY WITH SECTION R302.5 THE WALL SEPARATION PROVISIONS OF TABLE R302.6 SHALL NOT APPLY TO GARAGE WALLS THAT ARE PERPENDICULAR TO THE ADJACENT DWELLING UNIT WALL. NOT ALLOWED NA <2 FEET R302.9.1 FLAME SPREAD INDEX AND SMOKE DEVELOPED INDEX FOR WALL AND CEILING FINISHES COMPLY WITH WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT GREATER THAN PENETRATIONS ALL SECTION R302.4 3 FEET 200. EXCEPTION: UNLIMITED NONE REQUIRED 3 FEET FLAME-SPREAD REQUIREMENTS FOR FINISHES SHALL NOT APPLY TO TRIM DEFINED AS PICTURE MOLDS,CHAIR RAILS,BASEBOARDS AND HANDRAILS;TO DOORS AND WINDOWS OR THEIR FRAMES;OR TO MATERIALS THAT ARE LESS THAN 1/28"IN THICKNESS CEMENTED TO NOTES: THE SURFACE OF WALLS OR CEILINGS IF THESE MATERIALS EXHIBIT FLAME-SPREAD VALUES NOT GREATER THAN THOSE OF PAPER OF THIS THICKNESS CEMENTED TO A a, THE FIRE-RESISTANCE RATING SHALL BE PERMITTED TO BE REDUCED TO 0 HOURS ON THE UNDERSIDE OF THE EAVE OVERHANG IF NONCOMBUSTIBLE BACKING, FIREBLOCKING IS PROVIDED FROM THE WALL TOP PLATE TO THE UNDERSIDE OF THE ROOF SHEATHING. R302.9.2 WALL AND CEILING FINISHES SHALL HAVE A SMOKE-DEVELOPED INDEX OF NOT GREATER b. THE FIRE-RESISTANCE RATING SHALL BE PERMITTED TO BE REDUCED TO 0 HOURS ON THE UNDERSIDE OF THE RAKE OVERHANG WHERE THAN 450. GABLE VENT OPENINGS ARE NOT INSTALLED. R302.9.3 TESTING TESTS SHALL BE MADE IN ACCORDANCE WITH ASTM E84 OR UL 723. FOR ALTERNATIVE TESTING METHODS REFER TO R302.9.4. ARCHITECT: �� � I I� DRAWING TITLE: GENE13 RAL NOTES REVISIONS SEAL: DATE:0710412024 SCALE: - CNO. DESCRIPTION DATE �(�� ��c DRAWN BY: G.VARTHALAM IS ARCHITECTURE&ENGINEERING,PC � Nd j/'• P���� DWG NO. 417 FIFTH AVE,8TH FL. HOUSE ADDITION AND RENOVATION ® t .A Ll NEW YORK,NY 10036 1730 OLD ORCHARD LANET:(212)245-0010 A00200 www.cardullo.com EAST MARION, NY 11939 ` - 0318C5 0�� ' F0 KI R302 FIRE-RESISTANT CONSTRUCTION (CONT.) R302.10 FLAME SPREAD INDEX AND SMOKE-DEVELOPED INDEX FOR INSULATION. R307 TOILET, BATH AND SHOWER SPACES R302.11.1.1 BATTS OR BLANKETS OF MINERAL OR GLASS FIBER. R307.1 SPACE REQUIRED. R302.10.1 INSULATION BATTS OR BLANKETS OF MINERAL OR GLASS FIBER OR OTHER APPROVED FIXTURES SHALL BE SPACED IN ACCORDANCE WITH FIGURE 7.32OF THE PLUMBING FLAME SPREAD INDEX AND SMOKE-DEVELOPED INDEX FOR INSULATION. NONRIGID MATERIALS SHALL BE PERMITTED FOR COMPLIANCE WITH THE SUBCODE ENTITLED"MINIMUM FIXTURE CLEARANCES" INSULATION MATERIALS INSTALLED WITHIN FLOOR-CEILING ASSEMBLIES,ROOF-CEILING ASSEMBLIES, 10-FOOT HORIZONTAL FREBLOCKING IN WALLS CONSTRUCTED USING 4"MIN 4"MIN MIN "MIN WALL ASSEMBLIES,CRAWL SPACES AND ATTICS SHALL EXHIBIT AFL AME-SPREAD INDEX NOT TO PARALLEL ROWS OF STUDS OR STAGGERED STUDS. EXCEED 25 AND A SMOKE-DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723.INSULATING MATERIALS WERE TESTED IN ACCORDANCE WITH THE R302.11.12 UNFACED FIBERGLASS TUB B REQUIREMENTS OF THIS SECTION,SHALL INCLUDE FACINGS,WHERE USED,SUCH AS VAPOR UNFACED FIBERGLASS BATT INSULATION USED AS FIREBLOCKING SHALL mj 1= Ed RETARDERS,VAPOR PERMEABLE MEMBRANES AND SIMILAR COVERINGS. FILL THE ENTIRE CROSS SECTION OF THE WALL CAVITY TO A HEIGHT OF NOT LESS THAN 16 INCHES MEASURED VERTICALLY. WHERE PIPING EXCEPTIONS; CONDUIT OR SIMILAR OBSTRUCTIONS ARE ENCOUNTERED,THE INSULATION 1. WHERE SUCH MATERIALS ARE INSTALLED IN CONCEALED SPACES,THE FLAME SPREAD INDEX SHALL BE PACKED TIGHTLY AROUND THE OBSTRUCTION. AND SMOKE-DEVELOPED INDEX LIMITATIONS DO NOT APPLY TO THE FACINGS,PROVIDED THAT 15"� 15"� THE FACING IS INSTALLED IN SUBSTANTIAL CONTACT WITH THE UNEXPOSED SURFACE OF THE R302,11.1.3 LOOSE-FILL INSULATION MATERIAL. CEILING,FLOOR OR WALL FINISH. LOOSE-FILL INSULATION MATERIAL SHALL NOT BE USED AS A FIREBLOCK 2. CELLULOSE FIBER LOOSE-FILL INSULATION THAT IS NOT SPRAY APPLIED AND THAT COMPLIES UNLESS SPECIFICALLY"ESTED IN THE FORM AND MANNER INTENDED FOR TUB co o WIT THE REQUIREMENTS OF SECTION R302,10.3 SHALL NOT BE REQUIRED TO MEET A USE TO DEMONSTRATE ITS ABILITY TO REMAIN IN PLACE AND TO RETARD SMOKE-DEVELOPED INDEX OF NOT MORE THAN 450 WHERE TESTED IN ACCORDANCE WITH THE SPREAD OF FIRE AND HOT GASES. -s- CAN/ULC S1022. 3. FOAM PLASTIC INSULATION SHALL COMPLY WITH SECTION R316. N 30" 24" U U MIN CLEAR 410 R302.102 LOOSE-FILL INSULATION R302.11.2 FIREBLOCKING INTEGRITY TUB LOOSE FILL INSULATION MATERIALS THAT CANNOT BE MOUNTED IN THE ASTM E84 OR UL 723 THE INTEGRITY OF FIREBLOCKS SHALL BE MAINTAINED. APPARATUS WITHOUT A SCREEN OR ARTIFICIAL SUPPORTS SHALL COMPLY WITH THE FLAME SPREAD R307.2 BATHTUB AND SHOWER SPACES. AND SMOKE-DEVELOPED LIMITS OF SECTION R302.10.1 WHERE TESTED IN ACCORDANCE WITH CAN/ULC R302.12 DRAFTSTOPPING IN CONSTRUCTION WHERETHERE IS USABLE SPACE BOTH ABOVE AND BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER S102.2. HEADS AND IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NONABSORBENT BELOW THE CONCEALED SPACE OF A FLOOR-CEILING ASSEMBLY,DRAFTSTOPS SHALL BE SURFACE.SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT OF NOT LESS THAN 6 FEET EXCEPTION: CELLULOSIC FIBER LOOSE-FILL INSULATION SHALL NOT BE REQUIRED TO BE TESTED IN INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 ABOVE THE FLOOR. ACCORDANCE WITH CAN/ULC S102,PROVIDED THAT SUCH INSULATION COMPLIES WITH THE SQUARE FEET. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO REQUIREMENTS OF SECTIONS R302.10.1 AND R302.10.3 APPROXIMATELY EQUAL AREAS. WHERE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW,DRAFTSTOPPING SHALL BE PROVIDED IN R308 GLAZING FLOOR-CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: R308.1 IDENTIFICATION. R302.10.3 CELLULOSIC LOOSE-FILL INSULATION EXCEPT AS INDICATED IN SECTION R308.1.1 EACH PANE OF GLAZING INSTALLED IN CELLULOSIC LOOSE-FILL INSULATION MATERIALS SHALL COMPLY WITH CPSC 16 CFR,PARTS 1209 AND 1. CEILING IS SUSPENDED UNDER THE FLOOR FRAMING. HAZARDOUS LOCATION AS DEFINED IN SECTION R308.4 SHALL BE PROVIDED WITH A 1404. EACH PACKAGE OF SUCH INSULATING MATERIAL SHALL BE CLEARLY LABELED IN ACCORDANCE 2. FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR PERFORATED MANUFACTURER'S DESIGNATION SPECIFYING WHO APPLIED THE DESIGNATION,THE TYPE WITH CPSC 16 CFR,PARTS 1209 AN 1404. MEMBERS. OF GLASS AND THE SAFETY GLAZING STANDARD WHICH IT COMPLIES,AND THAT IS VISIBLE R302.10.4 EXPOSED ATTIC INSULATION R302.12.1 MATERIALS IN THE FINAL INSTALLATION. THE DESIGNATION SHALL BE ACID ETCHED,SANDBLASTED,EXPOSED INSULATION MATERIALS ON ATTIC FLOORS SHALL HAVE A CRITICAL RADIANT FLUX OF NOT DRAFTSTOPPING MATERIALS SHALL NOT BE LESS THAN 1/2-INCH GYPSUM, CERAMIC-FIRED,LASER ETCHED,EMBOSSED,OR BE OF A TYPE THAT ONCE APPLIED CANNOT BE REMOVED WITHOUT BEING DESTROYED. A LABEL SHALL BE PERMITTED IN LESS THAN 0,12 WATT PER SQUARE CENTIMETER. 3/8-INCH WOOD STRUCTURE PANELS OR OTHER APPROVED MATERIALS LIEU OF THE MANUFACTURER'S DESIGNATION. ADEQUATELY SUPPORTED-DRAFTSTOPPING SHALL BE INSTALLED PARALLEL TO R302,10.5 TESTS FOR CRITICAL RADIANT FLUX SHALL BE MADE IN ACCORDANCE WITH ASTM E970. THE FLOOR FRAMING UNLESS OTHERWISE APPROVED BY THE BUILDING R308.3 HUMAN IMPACT LOADS OFFICIAL. THE INTEGRITY OF THE DRAFTSTOPS SHALL BE MAINTAINED. INDIVIDUAL GLAZED AREAS,INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST R302.13 FIRE PROTECTION OF FLOORS REQUIREMENTS OF SECTION R308.3.1. R302.11 FIREBLOCKING. FLOOR ASSEMBLIES THAT ARE NOT REQUIRED ELSEWHERE IN THIS CODE TO BE IN COMBUSTIBLE CONSTRUCTION,FIREBLOCKING SHALL BE PROVIDED TO CUT OFF BOTH VERTICAL AND FIRE-RESISTANCE RATED,SHALL BE PROVIDED WITH A 1/2-INCH GYPSUM WALLBOARD EXCEPTION: MIRRORS AND GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT HORIZONTAL CONCEALED DRAFT OPENINGS AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, MEMBRANE,5/8-INCH WOOD STRUCTURAL PANEL MEMBRANE,OR EQUIVALENT ON THE PROVIDES A CONTINUOUS BACKING SUPPORT. AND BETWEEN A TOP STORY AND ROOF SPACE. UNDERSIDE OF FLOOR FRAMING MEMBER. PENETRATIONS OR OPENINGS FOR DUCTS, VENTS,ELECTRICAL OUTLETS,LIGHTING DEVICES,LUMINARIES,WIRES,SPEAKERS, R308.3,1 IMPACT TEST FIREBLOCKING SHALL BE PROVIDED IN WOOD-FRAMED CONSTRUCTION IN THE FOLLOWING DRAINAGE,PIPING AND SIMILAR OPENINGS OR PENETRATIONS SHALL BE PERMITTED. WHERE REQUIRED BY OTHER SECTIONS OF THE CODE,GLAZING SHALL BE TESTED IN LOCATIONS: ACCORDANCE WITH CPSC 16 CFR 1201. GLAZING SHALL COMPLY WITH THE TEST CRITERIA 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS,INCLUDING FURRED SPACES EXCEPTIONS: FOR CATEGORY II UNLESS OTHERWISE INDICATED IN TABLE R308.3.3(1). AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS. 1. FLOOR ASSEMBLIES LOCATED DIRECTLY OVER A SPACE PROTECTED BY AN AUTOMATIC 1.1 VERTICALLY IN CEILING AND FLOOR LEVELS. SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION P2904 NFPA 13D,OR OTHER EXCEPTION: GLAZING NOT IN DOORS OR ENCLOSURES FOR HOT TUBS,WHIRLPOOLS, 1.2 HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET. APPROVED EQUIVALENT SPRINKLER SYSTEM. SAUNAS,STEAM ROOMS,BATHTUBS AND SHOWERS SHALL BE PERMITTED TO BE TESTED IN 2. AT INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH 2. FLOOR ASSEMBLIES LOCATED DIRECTLY OVER A CRAWL SPACE NOT INTENDED FOR ACCORDANCE WITH ANSI Z97.1.GLAZING SHALL COMPLY WITH THE TEST CRITERIA FOR AS OCCUR AT SOFFITS,DROP CEILINGS AND COVE CEILINGS. STORAGE OR FOR THE INSTALLATIOq OF FUEL-FIRED OR ELECTRIC-POWERED HEATING CLASS A UNLESS OTHERWISE INDICATED IN TABLE R308.3.1(2). 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE APPLIANCES. RUN. ENCLOSED SPACES UNDER THE STAIRS SHALL COMPLY WITH SECTION R302.7. 3. PORTIONS OF THE FLOOR ASSEMBLES SHALL BE PERMITTED TO BE UNPROTECTED R308.4.3 GLAZING IN WINDOWS 4. AT OPENINGS AROUND VENTS,PIPES,DUCTS,CABLES AND WIRES AT CEILING AND FLOOR WERE COMPLYING WITH THE FOLLO'NING: GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL THE FOLLOWING LEVEL,WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND 3.1 THE AGGREGATE AREA OF THE UNPROTECTED PORTIONS DOES NOT EXCEED 80 CONDITIONS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. PRODUCTS OF COMBUSTION. THE MATERIAL FILING THIS ANNULAR SPACE SHALL NOT BE SQUARE FEET. REQUIRED TO MEET THE ASTM E136 REQUIREMENTS. 3.2 FIREBLOCKING IN ACCORDANCE WITH SECTION R302.11.1 IS INSTALLED ALONG 1. THE EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN 9 SQUARE 5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES,SEE R1003.19. THE PERIMER OF THE UNPRCTECTED PORTION TO SEPARATE THE UNPROTECTED FEET. PORTION FROM THE REMAINDER OF THE FLOOR ASSEMBLY. 2. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 18"ABOVE THE R302.11.1 FIREBLOCKING MATERIALS. 4. WOOD FLOOR ASSEMBLIES USING DIMENSION LUMBER OR STRUCTURAL COMPOSITE FLOOR. EXCEPT AS PROVIDED IN SECTION R302.11,ITEM 4,FIREBLOCKING SHALL CONSIST OF THE LUMBER EQUAL TO OR GREATER THAN 2-INCH BY 10-INCH NOMINAL DIMENSION,OR 3. THE TOP EDGE OF THE GLAZING IS MORE THAN 36"ABOVE THE FLOOR. FOLLOWING MATERIALS. OTHER APPROVED FLOOR ASSEMBLIES DEMONSTRATING EQUIVALENT FIRE 4. ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES MEASURED PERFORMANCE. HORIZONTALLY AND IN A STRAIGHT LINE OF THE GLAZING. 1. TWO-INCH NOMINAL LUMBER. R308.4.6 GLAZING AND WET SURFACES 2. TWO THICKNESS OF 1-INCH NOMINAL WITH BROKEN LAP JOINTS R302.14 COMBUSTIBLE INSULATION CLEARANCE GLAZING IN WALLS OR ENCLOSURES OF A BATHTUB OR SHOWER WHERE THE EXPOSED 3. ONE THICKNESS OF 23/32-INCH WOOD STRUCTURAL PANELS WITH JOINTS BACKED BY COMBUSTIBLE INSULATION SHALL BE SEPARATED NOT LESS THAN 3 INCHES FROM EDGE OF THE GLAZING IS LESS THAN 60 INCHES MEASURED VERTICALLY ABOVE ANY 23/32-INCH WOOD STRUCTURAL PANELS . RECESSED LUMINARIES,FAN MOTORS AND OTHER HEAT-PRODUCING DEVICES. WALKING SURFACE SHALL BE CONSIDERED A HAZARDOUS LOCATION. 4. ONE THICKNESS OF 3/4-INCH PARTICLEBOARD WITH JOINTS BACKED BY 314-INCH PARTICLEBOARD. EXCEPTION: WHERE HEAT-PRODUCING DEVICES ARE LISTED FOR LESSER 5. ONE-HALF-INCH GYPSUM BOARD. CLEARANCES,COMBUSTIBLE INSULATICN COMPLYING WITH THE LISTING REQUIREMENTS 6. ONE-QUARTER-INCH CEMENT-BASED MILBOARD. SHALL BE SEPARATED IN ACCORDANCEWITH THE CONDITIONS STIPULATED IN THE LISTING. 7. BATTS OR BLANKETS OF MINERAL WOOL OR GLASS FIBER OR OTHER APPROVED MATERIALS INSTALLED IN SUCH A MANNER AS TO BE SECURELY RETAINED IN PLACE. RECESSED LUMINARIES INSTALLED IN THE BUILDING THERMAL ENVELOPE SHALL MEET THE 8. CELLULOSE INSULATION INSTALLED AS TESTED IN ACCORDANCE WITH ASTM El19 OR UL REQUIREMENTS OF SECTION N1102.4 OF THIS CODE. 263,FOR SPECIFIC APPLICATION. ARCHITECT: ��� � I � DRAWING TITLE: G E N E i V'�L NOTES REVISIONS SEAL: DATE;07I0412024 SCALE:C NO. DESCRIPTION DATE . LLD RL+ DRAWN BY: G.VARTHALAM6 ARCHITECTURE&ENGINEERING,PC HOUSE ADDITION AND RENOVATION ��e�`��O`'e DWG NO. Vq ���� 417 FIFTH AVE,8TH FL. NEW YORK,NY 10036 1730 OLD ORCHARD LANE °, la T:(212)245-0010co www.ciardullo.com EAST MARION, NY 11939 R311 MEANS OF EGRESS R312 GUARDS AND WINDOW FALL PROTECTION TABLE N1102.1.2 R312.1.1 GUARDS SHALL BE PROVIDED AT LANDINGS LOCATED MORE THAN 30INCHES INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT R311.1 A CONTINUOUS AND UNOBSTRUCTED PATH OF VERTICAL AND HORIZONTAL MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW. EGRESS TRAVEL IS PROVIDED FROM ALL PORTIONS OF THE DWELLING 2020 RESIDENTIAL CODE OF NEW YORK STATE WITHOUT REQUIRING TRAVEL THROUGH A GARAGE. THE EGRESS DOORS R312.1.2 GUARDS SHALL BE 36 INCHES IN HEIGHT MEASURED VERTICALLY ABOVE OPEN DIRECTLY INTO A YARD THAT OPENS TO A PUBLIC WAY. ADJACENT WALKING SURFACE. N1101.10 BUILDING THERMAL ENVELOPE INSULATION R311.2 EGRESS DOORS ARE SIDE-HINGED AND PROVIDE A CLEAR WIDTH OF NOT R312.1.3 GUARDS SHALL NOT HAVE AN OPENINGS THAT ALLOW PASSAGE OF A SPHERE • AN R-VALUE IDENTIFICATION MARK SHALL BE APPLIED BY MANUFACTURER ON EACH PIECE OF THE BUILDING LESS THAN 32 INCHES WHERE MEASURED FROM THE FACE OF THE DOOR TO 41NCHES IN DIAMETER, THERMAL ENVELOPE THAT IS 12 INCHES OR GREATER, THE STOP WITH THE DOOR OPEN 90 DEGREE. THE CLEAR HEIGHT OF THE • CERTIFICATIONS AS NOTED IN THIS SECTION. DOOR OPENING IS NOT LESS THAN 78 INCHES MEASURED FROM THE TOP OF R312.2 WINDOW FALL PROTECTION. THE THRESHOLD TO THE BOTTOM OF THE STOP. ALL SILLS OF OPERABLE WINDOWS WITH THE OPENING ABOVE THE FINISH N1101.10.3 FENESTRATION PRODUCT RATING SHALL BE DETERMINED IN ACCORDANCE WITH NFRC 100. GRADE OR OTHER SURFACE BELOW THE EXTERIOR OF THE BUILDING SHALL BE R311.3 LANDING AND FLOORS ON EACH SIDE OF EACH EXTERIOR DOOR IS NOT LOCATED GREATER THAN 24 INCHES ABOVE THE FINISHED FLOOR. N1102.4.1.1 A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. BREAKS OR JOINTS IN THE AIR LESS THAN 36"MEASURED IN THE DIRECTION OF TRAVEL AND NOT LESS IN BARRIER SHALL BE SEALED.AIR-PERMEABLE INSULATION SHALL NOT BE USED AS A SEALING MATERIAL, WIDTH THAN THE DOOR SERVED. THE SLOPE OF THE LANDING DOES NOT EXCEED A 2 PERCENT SLOPE. RIM JOISTS SHALL BE INSULATED AND INCLUDE THE AIR BARRIER. R317.3.1 FASTENERS, INCLUDING NUTS AND WASHERS,FOR PRESERVATIVE-TREATED WOOD R311.5 EXTERIOR LANDING ATTACHMENT: SHALL BE OF HOT-DIPPED ZINC COATED GALVANIZED STEEL,STAINLESS STEEL, BATTS IN NARROW CAVITIES SHALL BE CUT TO FIT SO THAT THE INSULATION READILY CONFORMS TO THE CAVITY • FRONT ENTRANCE LANDING IS SELF-SUPPORTING. SILICON BRONZE,OR COPPER. STAPLES SHALL BE OF STAINLESS STEEL. COATING • REAR DECK LANDING IS POSITIVELY ANCHORED TO THE PRIMARY TYPES AND WEIGHTS FOR CONNECTORS IN CONTACT WITH PRESERVATIVE-TREATED SPACE. STRUCTURE. WOOD SHALL BE IN ACCORDANCE WITH THE MANLFACTURER'S RECOMMENDATIONS, NOT LESS THAN ASTM A653 TYPE G185 ZINC-COATED GALVANIZED STEEL OR AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. EQUIVALENT,SHALL BE USED. EXCEPTIONS: RECESSED LIGHT FIXTURES INSTALLED IN THE BUILDING ENVELOPE SHALL BE AIR TIGHT,IC RATED,AND SEALED TO 1. 1/2"DIAMETER OR GREATER STEEL BOLTS. THE DRYWALL. 2. FASTENERS OTHER THAN NAILS,STAPLES AND TIMBER RIVETS SHALL BE R317 PROTECTION AGAINST DECAY PERMITTED TO BE OF MECHANICALLY DEPOSITED ZINC-COATED STEEL AND BATT INSULATION SHALL BE CUT NEATLY TO FIT AROUND WIRING AND PLUMBING IN EXTERIOR WALLS,OR INSULATION COATING WEIGHTS IN ACCORDANCE WITH ASTM 8695,CLASS 55 MIN. THAT READILY CONFORMS TO AVAILABLE SPACE SHALL EXTEND BEHIND PIPING AND WIRING. R317.1 AT THE FOLLOWING LOCATIONS,USE A NATURALLY DURABLE WOOD OR WOOD 3. PLAIN CARBON STEEL FASTENERS IN SBXIDO'AND ZINC BORATE PRESERVATIVE-TREATEDWOOD IN AN INTERIOR,DRY ENVIRONMENT SHALL BE EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL BE INSULATED AND THE AIR BARRIER SEPARATING THEM THAT IS PRESERVATIVE-TREATED IN ACCORDANCE WITH AWPA U1. PERMITTED. FROM THE SHOWERS AND TUBS. 1. WOOD JOISTS OR THE BOTTOM OF A WOOD STRUCTURAL FLOOR WHEN R317.3.3 FASTENERS, INCLUDING NUTS AND WASHERS,FOR FIRE-RETARDANT-TREATED CLOSER THAN 18" OR WOOD GIRDERS WHEN CLOSER THAN 12"TO EXPOSED WOOD USED IN EXTERIOR APPLICATIONS OR WET OR DAMP LOCATIONS SHALL BE OF THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL OR COMMUNICATION BOXES OR AIR-SEALED BOXES GROUND IN CRAWL SPACES OR UNEXCAVATED AREA LOCATED WITHIN THE HOT-DIPPED ZINC COATED GALVANIZED STEEL,STAINLESS STEEL,SILICON BRONZE, SHALL BE INSTALLED. PERIPHERY OF THE BUILDING FOUNDATIONS. OR COPPER. FASTENERS OTHER THAN NAILS,STAPLES AND TIMBER RIVETS SHALL 2. WOOD FRAMING MEMBERS THAT REST ON CONCRETE OR MASONRY BE PERMITTED TO BE OF MECHANICALLY DEPOSITED ZINC-COATED STEEL WITH AN AIR BARRIER SHALL BE INSTALLED ON FIREPLACE WALLS. EXTERIOR WALLS AND ARE LESS THAN 8"FROM EXPOSED GROUND. COATING WEIGHTS IN ACCORDANCE WITH ASTM B695,CLASS 55 MIN. 3. SILLS AND SLEEPERS ON A CONCRETE OR MASONRY SLAB THAT IS IN DIRECT CONTACT WITH THE GROUND UNLESS SEPARATED FROM SUCH SLAB BY AN R317.3.4 FASTENERS, INCLUDING NUTS AND WASHERS,FOR FIRE-RETARDANT-TREATED IMPERVIOUS WATER BARRIER, WOOD USED IN INTERIOR LOCATIONS SHALL BE IN ACCORDANCE WITH THE Generated by REScheck-Web Software 4. THE ENDS OF WOOD GIRDERS ENTERING EXTERIOR MASONRY OR CONCRETE MANUFACTURER'S RECOMMENDATIONS. IN ABSE14CE OF THE MANUFACTURER'S WALLS HAVING CLEARANCES OF LESS THAN I INCH ON TOPS,SIDES AND RECOMMENDATIONS,SECTION R317.3.3 SHALL APPLY. t�jCompliance C e rtifi sate ENDS. 5. WOOD SIDING,SHEATHING AND WALL FRAMING ON THE EXTERIOR OF A BUILDING HAVING A CLEARANCE OF LESS THAN 6"FROM THE GROUND. R318 PROTECTION AGAINST SUBTERRANEAN TERMITES Project Old Orchard Lane 6. WOOD STRUCTURAL MEMBERS SUPPORTING MOISTURE-PERMEABLE FLOORS OR ROOFS THAT ARE EXPOSED TO THE WEATHER,SUCH AS CONCRETE OR Energy Code: 2018 IECC SEE G01 FOR TABLE R301.2(1)CLIMATE AND GEOGRAPHIC DESIGN CRITERIA. Location: Southold,New York MASONRY SLABS,UNLESS SEPARATED FROM SUCH FLOORS OR ROOFS BY AN Constructlon Type; Single-family IMPERVIOUS MOISTURE BARRIER. Project Type: Addition Climate Zone; 4 (3572 HDD) 7. WOOD FURRING STRIPS OR OTHER WOOD FRAMING MEMBERS ATTACHED Permit Date: DIRECTLY TO THE INTERIOR OF EXTERIOR MASONRY WALLS OR CONCRETE Permit Number: WALLS BELOW GRADE EXCEPT WHERE AN APPROVED VAPOR RETARDER IS All El Is Renectric false ewable false APPLIED BETWEEN THE WALL AND THE FURRING STRIPS OR FRAMING Has Charger false Has Battery; false MEMBERS. Has Heat Pump; false R317.1.1 FIELD CUT ENDS,NOTCHES AND DRILLED HOLES OF PRESERVATIVE-TREATED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. Construction Site: Owner/Agent: Designer/Contractor: 1730 Old Orchard Lane Nick Rontiris George Varthalamis R317.1.2 ALL WOOD IN CONTACT WITH THE GROUND,EMBEDDED IN CONCRETE EXPOSED East Marion,NY 11939 TO THE WEATHER THAT SUPPORTS PERMANENT STRUCTURES INTENDED FOR HUMAN OCCUPANCY SHALL BE APPROVED PRESSURE-PRESERVATIVE-TREATED WOOD SUITABLE FOR GROUND CONTACT USE. Compliance: 8.2%Better Than Code Maximum UA: 61 Your UA: 56 Maximum sHCC: 0.40 Your SHGC:t0.26 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off ruln. it Does NOT provide an estimate of energy use or cost reladva to a minimum�code home, R317.1.4 WOOD COLUMNS SHALL BE APPROVED WOOD OF NATURAL DECAY RESISTANCE Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path In REScheck.Each slab-on-grade assembly In the specified climate zone must meet the minimum energy code Insulation R-value and depth requirements, OR APPROVED PRESSURE PRESERVATIVE-TREATED WOOD. EXCEPTION: DECK POSTS SUPPORTED BY CONCRETE PIERS OR METAL Envelope Assemblies PEDESTALS PROJECTING NOT LESS THAN 1 INCH ABOVE A CONCRETE FLOOR OR 6"ABOVE EXPOSED EARTH. R317.2 LUMBER AND PLYWOOD REQUIRED TO BE PRESSURE-PRESERVATIVE TREATED Ceiling:Flat Ceiling or Scissor Truss 180 38.0 0.0 0.030 0.026 5 5 SHALL BEAR THE QUALITY MARK OF AN APPROVED INSPECTION AGENCY THAT wall;wood Frame,161 o.c. 606 21.0 0.0 0.057 0.060 32 34 Window 2: MAINTAINS CONTINUING SUPERVISION,TESTING AND INSPECTION OVER THE 9HGC:0.2600d Frame 44 0.280 0,320 12 14 QUALITY OF THE PRODUCT AND THAT HAS BEEN APPROVED BY AN Crawl Wall:Solid Concrete or Masonry Wail height; grade:Depth below grade: 174 0.0 15.0 0.058 0.065 7 8 ACCREDITATION BODY THAT COMPLIES WITH THE REQUIREMENTS OF THE Insulation depth:7,01 AMERICAN LUMBER STANDARD COMMITTEE TREATED WOOD PROGRAM. Project Title;Old Orchard Lane Report date: 04/10/24 Data filename: Page 1 of 2 ARCHITECT: Ciardullo DRAWING TITLE: GENERAL NOTES & ENERGY CODE COMPLIANCE REVISIONS SEAL: DATE:07104/2024 SCALE: NO. DESCRIPTION DATE �p`�D C DRAWN BY: G.VARTHALAMIS ARCHITECTURE&ENGINEERING,PC �e ®gyp VAR DWG NO. 417 FIFTH AVE,8TH FL. HOUSE ADDITION AND RENOVATION ' NEW YORK,NY 10036 1730 OLD ORCHARD LANE "r T:(212)245-0010 A004,00 EAST MARION, NY 11939 www.clardullo.com r 0 FOB BUILDING COMPONENT CRITERIA e.) THE ENDS OF EACH JOIST,BEAM,OR GIRDER SHALL HAVE NOT LESS THAN 1.5"OF BEARING ON WOOD 1. FOUNDATIONS OR METAL AND NOT LESS THAN 3" ON MASONRY OR CONCRETE EXCEPT WHERE SUPPORTED ON A 1X4 3.) WALL CONSTRUCTION a.) LOTS SHALL BE GRADED SO AS TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS.THE BY RIBBON STRIP AND NAILED TO THE ADJACENT STUD OR BY THE USE OF APPROVED JOIST HANGERS. a.) LOAD BEARING DIMENSION LUMBER FOR STUDS,PLATES,AND HEADERS SHALL BE IDENTIFIED GRADE AWAY FROM FOUNDATION WALLS SHALL FALL A MINIMUM OF 6"WITHIN THE FIRST 101. BY A GRADE MARK OF LUMBER GRADING OR INSPECTION AGENCY THAT HAS BEEN APPROVED f.) JOISTS SHALL BE SUPPORTED LATERALLY AT THE ENDS BY BY FULL DEPTH SOLID BLOCKING NOT BY AN ACCREDITATION BODY THAT COMPLIES WITH DOC PS20. b.) IN LIEU OF A COMPLETE GEOTECHNICAL EVALUATION,THE LOAD-BEARING VALUES IN TABLE LESS THAN 2"NOMINAL IN THICKNESS;OR BY ATTACHMENT TO A HEADER,BAND,OR RIM JOIST,OR TO R401.4.1 SHALL BE ASSUMED: AN ADJOINING STUD;OR SHALL BE OTHERWISE PROVIDED WITH LATERAL SUPPORT TO PREVENT b.) STUDS SHALL BE 92 SPRUCE-PINE-FIR GRADE LUMBER ROTATION. c.) EXTERIOR WOOD FRAME WALLS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE TABLE R401.4.1: PRESUMPTIVE LOAD BEARING VALUES OF WITH THE CHAPTER 6 OF THE NY BUILDING CODE AND FIGURES R602.3(1)AND R602.3(2)OR IN FOUNDATION MATERIALS g.) STRUCTURAL FLOOR MEMBERS SHALL 90T BE CUT,BORED OR NOTCHED IN EXCESS OF THE ACCORDANCE WITH AF&PAINDS.COMPONENTS OF EXTERIOR WALLS SHALL BE FASTENED IN LIMITATIONS SPECIFIED IN R502.8 OF THE IRC,2021. ACCORDANCE WITH TABLES R602.3(1)THROUGH R602.3(4). ALL EXTERIOR WOOD FRAME WALLS CLASS OF MATERIAL LOAD-BEARING PRESSURE(#/FT) SHALL BE CONSTRUCTED WITH 2X6 @ 16"O.C. CRYSTALLINE BEDROCK 12,000 h.) CUTS,NOTCHES AND HOLES BORED IN TRUSSES,LAMINATED VENEER LUMBER,GLUE-LAMINATED d.) WOOD STUD WALLS SHALL BE CAPPED WITH A DOUBLE TOP PLATE INSTALLED TO PROVIDE MEMBER,OR I-JOISTS ARE NOT PERMITTED UNLESS THE EFFECTS OF SUCH PENETRATIONS ARE OVERLAPPING AT CORNERS AND INTERSECTIONS WITH BEARING PARTITIONS.END JOINTS IN SEDIMENTARY&FOLIATED ROCK 4,000 SPECIFICALLY CONSIDERED IN THE DESIGN OF THE MEMBER. TOP PLATE SHALL BE OFFSET AT LEAST 24", SANDY GRAVEL AND/OR GRAVEL 3,000 e.) WHERE JOISTS,TRUSSES,OR RAFTERS ARE SPACED MORE THAN 16"O.C.AND THE BEARING i.) FLOOR FRAMING SHALL BE NAILED IN ACCORDANCE WITH TABLE R602.3(1).WHERE POSTS AND BEAM OR GIRDER CONSTRUCTION IS USED TO SUPPORT FLOOR FRAMING,POSITIVE CONNECTIONS SHALL STUDS BELOW ARE SPACED 24"O,C.,SUCH MEMBERS SHALL BEAR WITHIN 5"OF THE STUDSBENEATH. SAND,SILTY SAND,CLAYEY SAND,SILTY 2,000 BE PROVIDED TO ENSURE AGAINST UPLIFT AND LATERAL DISPLACEMENT. GRAVEL&CLAYEY GRAVEL f.) STUDS SHALL HAVE FULL BEARING ON A NOMINAL 2X OR LARGER PLATE OR SILL HAVING A CLAY,SANDY CLAY,SILTY CLAY,CLAYEY 1,500 WIDTH AT LEAST EQUAL TO WIDTH OF THE STUDS. SILT,SILT AND SANDY SILT j.) OPENINGS IN FLOOR FRAMING SHALL BE FRAMED WITH A DEADER AND TRIMMER JOISTS.WHEN THE g.) INTERIOR LOAD-BEARING WALLS SHALL CONSTRUCTED,FRAMED AND FIREBLOCKED AS HEADER JOIST SPAN DOES NOT EXCEED 4',THE HEADER JOIST MAY BE A SINGLE MEMBER THE SAME SIZE SPECIFIED FOR EXTERIOR WALLS. c.) CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI. AS THE FLOOR JOIST.SINGLE TRIMMERJOISTS MAY BE USED TO CARRY A SINGLE HEADER JOIST THAT IS h.) INTERIOR NON-BEARING WALLS SHALL BE CONSTRUCTED WITH 2X4 STUDS SPACED @16"O.C, LOCATED WITHIN 3'OF THE TRIMMER JOIST BEARING.WHEN THE HEADER JOIST SPAN EXCEEDS 41,THE WITH NO SPACING GREATER THAN 24"O.C.INTERIOR NON-BEARING WALLS SHALL BE d.) ALL EXTERIOR WALLS SHALL BE SUPPORTED ON CONCRETE FOOTINGS.FOOTINGS SHALL BE SUPPORTED ON THE TRIMMER JOISTS AND THE HEADEF JOIST SHALL BE DOUBLED AND OF SUFFICIENT CROSS SECTION FIREBLOCKED IN ACCORDANCE WITH SECTION 602.8. UNDISTURBED NATURAL SOILS OR ENGINEERED FILL, TO SUPPORT THE FLOOR JOISTS FRAM14G INTO THE HEADER.APPROVED HANGERS SHALL BE USED FOR THE HEADER JOIST TO TRIMMER JOIST CONNECTIONS WHEN THE HEADER JOIST SPAN EXCEEDS 6'.TALL e.) ALL EXTERIOR FOOTINGS&FOUNDATIONS SYSTEMS SHALL EXTEND BELOW THE FROST LINE(36"), ALL INTERIOR JOISTS OVER 12"LONG SHALL BE SUPPORTED AT THE HEADER BY FRAMING ANCHORS OR ON LEDGER i.) ANY STUD IN AN EXTERIOR WALL OR BEARING PARTITION MAY BE CUT OR NOTCHED TO A STRIPS NOT LESS THAN 2"X2". DEPTH NOT EXCEEDING 25%OF ITS WIDTH.STUDS IN NONBEARING PARTITIONS MAY BE FOOTINGS SHALL BE PLACED AT LEAST 12"BELOW THE UNDISTURBED GROUND. NOTCHED TO A DEPTH NOT TO EXCEED 40%OF A SINGLE STUD WIDTH.ANY STUD MAY BE BORED OR DRILLED,PROVIDED THAT THE DIAMETER OF THE RESULTING HOLE IS NO GREATER f.) CONCRETE FOUNDATION WALLS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 318 OR ACI 530IASCE 5ITMS 402. k.) WHEN THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR/CEILING THAN 40/o OF THE STUD WIDTH,THE EDGE OF THE HOLE IS NO CLOSER THAN 5/8 TO THE ASSEMBLY,DRAFT STOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES EDGE OF THE STUD,AND THE HOLE IS NOT LOCATED IN THE SAME SECTION AS A CUT OR NOT EXCEED 1,000SF.DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY NOTCH. g.) THE WOOD SOLE PLATE AT EXTERIOR WALLS ON MONOLITHIC SLABS AND WOOD SILL PLATE SHALL BE ANCHORED TO THE EQUAL AREAS.WHERE THE ASSEMBLY 6 ENCLOSED BY A FLOOR MEMBRANE ABOVE AN CEILING FOUNDATION WITH ANCHOR BOLTS SPACED A MAXIMUM OF 6'O.C. ANCHOR BOLTS SHALL ALSO BE LOCATED WITHIN 12" MEMBRANE BELOW,DRAFTSTOPPING SHALL PROVIDED IN FLOOR/CEILING ASSEMBLIES UNDER THE j.) WHEN PIPING OR DUCTWORK IS PLACED IN OR PARTLY IN AN EXTERIOR WALL OR INTERIOR FROM THE ENDS OF EACH PLATE SECTION.BOLTS SHALL BE AT LEAST 1/2"DIA AND SHALL EXTEND A MINIMUM OF 7"INTO FOLLOWING CIRCUMSTANCES: LOAD-BEARING WALL,NECESSITATING CUTTING,DRILLING,OR NOTCHING OF THE TOP PLATE CONCRETE. -CEILING IS SUSPENDED UNDER THE FLOOR FRAMING BY MORE THAN 50%OF ITS WIDTH,A GALVANIZED METAL TIE OF NOT LESS THAN.054"THICK -FLOOR FRAMING IS CONSTRUCTED OFTRUSS-TYPE OPEN-WEB OR PERFORATED MEMBERS. (16GA)AND 1.5"WIDE SHALL BE FASTENED TO EACH PLATE ACROSS AND TO EACH SIDE OF THE h.) CONCRETE FOUNDATION WALLS SHALL EXTEND ABOVE FINISHED GRADE ADJACENT TO THE FOUNDATION AT ALL POINTS A OPENING WITH NOT LESS THAN EIGHT 16d NAILS AT EACH SIDE OR EQUIVALENT.THIS MINIMUM OF 4"WHERE MASONRY VENEER IS USED AND MINIMUM OF 6"ELSEWHERE. REQUIREMENT DOES NOT APPLY WHEN THE ENTIRE SIDE OF THE WALL WITH THE NOTCH OR 1.) FIREBLOCKING SHALL BE PROVIDED IN WOOD-FRAME FLOOR CONSTRUCTION AND FLOORICEILING CUT IS COVERED BY WOOD STRUCTURAL PANEL SHEATHING. ASSEMBLIES IN ACCORDANCE WITH SECTION R602.8 OF THE NYS RESIDENTIAL CODE, i.) BACKFILL SHALL NOT BE PLACED AGAINST THE WALL UNTIL THE WALL HAS SUFFICIENT STRENGTH AND HAS BEEN ANCHORED TO THE FLOOR ABOVE,OR HAS BEEN SUFFICIENTLY BRACED TO PREVENT DAMAGE BY THE BACKFILL. m,) WOOD STRUCTURAL PANEL SHEATHING USED FOR STRUCTURAL PURPOSES SHALL CONFORM TO k.) FOR HEADER SPANS,SEE TABLES R502.5(1)AND R502.5(2) DOC PS 1,DOC PS 2,OR WHEN MANUFACTURED IN CANADA,CSA 0437 OR CSA 0325.ALL PANELS I.) LOADBEARING HEADERS ARE NOT REQUIRED IN INTERIOR OR EXTERIOR NON-BEARING WALLS. j.) WOOD SILL PLATES SHALL BE A MINIMUM OF 274"NOMINAL LUMBER. SHALL BE IDENTIFIED BY A GRADE MARK,OF CERTIFICATE OF INSPECTION ISSUED BY AN APPROVED ) FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL DRAFT OPENINGS(BOTH VERTICAL AND k.) DRAINS SHALL BE PROVIDED AROUND ALL CONCRETE FOUNDATIONS THAT RETAIN EARTH AND ENCLOSE HABITABLE OR AGENCY. m. HORIZONTAL)AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES,AND BETWEEN A USABLE SPACES LOCATED BELOW GRADE.DRAINAGE TILES,GRAVEL OR CRUSHED STONE DRAINS,OR PERFORATED PIPE TOP STORY AND THE ROOF SPACE.EFFECTIVE FIREBL FIRE B SHALL BE PROVIDED IN WOOD FRAME SHALL BE INSTALLED AT OR BELOW THE AREA TO BE PROTECTED AND SHALL DISCHARGE BY GRAVITY.GRAVEL OR n.) WHERE USED AS SUBFLOORING OR COMBINATION SUBFLOOR UNDERLAYMENT,WOOD STRUCTURAL CONSTRUCTION T THE FOLLOWING LOCATIONS: CRUSHED STONE DRAINS SHALL EXTEND AT LEAST 1'BEYOND THE OUTSIDE EDGE OF THE FOOTING AND 6"ABOVE THE PANELS SHALL BE OF ONE OF THE GRADES SPECIFIED IN TABLE R503.2.1(1).WHEN SANDED -IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS,INCLUDING FURRED SPACES,AT TOP OF THE FOOTING AND BE COVERED WITH AN APPROVED FILTER MEMBRANE MATERIAL. PLYWOOD IS USED AS COMBINATION SUBFLOOR UNDERLAYMENT,THE GRADE SHALL BE AS THE CEILING AND FLOOR LEVELS. SPECIFIED IN TABLE R503.2.1.1(2).USE SOME TABLES TO DETERMINE THE MAXIMUM ALLOWABLE SPAN. -AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES I.) FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE HABITABLE OR USABLE SPACES LOCATED BELOW GRADE SHALL SUCH AS OCCUR AT SOFFITS,DROP CEILINGS,AND COVE CEILINGS-IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. AL BE DAMPPROO FROM THE TOP THE FOOTING TO THE FINISHED GRADE.ELECTROMETRIC WATERPROOFING SHALL o.) WOOD STRUCTURAL PANELS USED AS EUBFLOOR OR COMBINATION SUBFLOOR UNDERLAYMENT -AT OPENINGS AROUND VENTS,PIPES,AND DUCTS AT CEILING AND FLOOR LEVEL TO RESIST BE APPLIED TO ALL CONCRETE WALLS BELOW GRADE. SHALL BE ATTACHED TO WOOD FRAMING IN ACCORDANCE WITH TABLE R602.3(1). THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION 2.) FLOORS n.) THE AMOUNT AND LOCATION OF WALL BRACING(BRACED WALL LINES)SHALL BE THE GREATER a.) FLOOR CONSTRUCTION SHALL BE CAPABLE OF ACCOMMODATING ALL LOADS AND OF TRANSMITTING THE RESULTING LOADS TO p) CONCRETE SLAB ON-GROUND FLOORS SHALL BE A MINIMUM OF 3.5"THICK.THE SPECIFIED THAT IS REQUIRED BY THE SEISMIC DESIGN CATEGORY OR THE DESIGN WIND SPEED.BRACED THE SUPPORTING STRUCTURAL ELEMENTS. COMPRESSIVE STRENGTH OF CONCRETE SHALL BE 3,000 PSI-TYPICAL WALL PANELS SHALL BEGIN NO MORE THAN 12.5'FROM EACH END OF A BRACED WALL LINE. BRACED WALL PANELS THAT ARE COUNTED AS PART OF A BRACED WALL LINE SHALL BE IN b.) LOAD BEARING DIMENSION LUMBER FOR JOISTS,BEAMS,AND GIRDERS SHALL BE IDENTIFIED BY A GRADE MARK OF LUMBER q.) THE AREA WITHIN FOUNDATION WALLS SHALL HAVE ALL VEGETATION,TOP SOIL AND FOREIGN LINE,EXCEPT THAT OFFSETS OUT-OF-PLANE OF UP TO 4'SHALL BE PERMITTED PROVIDED THAT GRADING OR INSPECTION AGENCY THAT HAS BEEN APPROVED BY AN ACCREDITATION BODY THAT COMPLIES WITH DOC PS 20. MATERIAL REMOVED. THE TOTAL OUT-TO-OUT OFFSET DIMENSION IN ANY BRACED WALL LINE IS NOT MORE THAN 8'. BLOCKING SHALL BE A MINIMUM UTILITY GRADE LUMBER.SUBFLOORING MAY BE A MINIMUM UTILITY GRADE LUMBER OR NO.4 COMMON GRADE BOARDS.STRUCTURAL CAPACITIES AND DESIGN PROVISIONS FOR PREFABRICATED WOOD I-JOISTS SHALL BE r.) FILL MATERIAL SHALL BE FREE OF VEGETATION AND FOREIGN MATERIAL.THE FILL SHALL BE ESTABLISHED AND MONITORED IN ACCORDANCE WITH ASTM D 5055, COMPACTED TO ASSURE UNIFORM SUPPORT OF THE SLAB,AND EXCEPT WHERE APPROVED BY o.) WOOD STRUCTURAL PANELS SHALL CONFORM TO DOC PS 1 IR DOC PS 2.ALL PANELS SHALL A DESIGN PROFESSIONAL,THE FILL DEPTHS SHALL NOT EXCEED 24"FOR CLEAN SAND OR BE IDENTIFIED BY A GRADE MARK OR CERTIFICATE OF INSPECTION ISSUED BY AN APPROVED GRAVEL AND 8"FOR EARTH. AGENCY. c.) FLOORS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF CHAPTER 5 OF THE IRC,2021,THE p.) THE MAXIMUM ALLOWABLE SPAN FOR WOOD STRUCTURAL PANEL WALL SHEATHING SHALL NOT CODE'S FIGURE R502.2 OR IN ACCORDANCE WITH AF&PAINDS. EXCEED THE VALUES SET FORTH IN TABLE R602.3(3). s.) A 4"THICK BASE COURSE CONSISTING CF CLEAN GRADED SAND,GRAVEL,CRUSHED STONE OR CRUSHED BLAST-FURNACE SLAG PASSING A 2"SIEVE SHALL BE PLACED ON THE PREPARED q•) WOOD STRUCTURAL PANEL WALL SHEATHING SHALL BE ATTACHED TO FRAMING IN d.) SPANS FOR FLOOR JOISTS SHALL BE IN ACCORDANCE WITH WITH TABLES R502.3.1(1)AND R502.3.1(2). SUBGRADE WHEN THE SLAB IS BELOW GRADE. ACCORDANCE WITH TABLE R602.3(1). TABLE R502.3.1(1)SHALL BE UTILIZED TO DETERMINE THE MAXIMUM ALLOWABLE SPAN OF FLOOR JOISTS THAT SUPPORT r.) ALL CONCRETE FOR WALLS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE SLEEPING AREAS AND ATTICS THAT ARE ACCESSED BY MEANS OF A FIXED STAIRWAY PROVIDED THAT THE DESIGN LIVE LOAD t.) AN APPROVED VAPOR RETARDER WITH JOINTS LAPPED NOT LESS THAN 6"SHALL BE PLACED AMERICAN CONCRETE INDUSTRY 306(ACI 318)AND DEVELOP A MINIMUM COMPRESSIVE DOES NOT EXCEED 30PSF AND THE DESIGN DEAD LOAD DOES NOT EXCEED 10PSF.THE ALLOWABLE SPAN OF CEILING JOISTS BETWEEN THE CONCRETE FLOOR SLAB AND THE BASE COURSE OR THE PREPARED SUBGRADE STRENGTH OF 3,000PSI WITHIN 28 DAYS.MINIMUM CEMENT FACTOR SHALL BE 6.75 BAGS OF THAT SUPPORT ATTICS UTILIZED FOR LIMITED STORAGE OR NO STORAGE SHALL BE DETERMINED IN ACCORDANCE WITH WHERE NO BASE COURSE EXISTS.THIS DOES NOT APPLY TO DRIVEWAYS,WALKS,PATIOS AND CEMENT PER CUBIC YARD OF CONCRETE.MAXIMUM SLUMP SHALL BE 5". SECTION R802.4 OF THE IRC,2021. OTHER FLATWORK NOT LIKELY TO BE ENCLOSED AND HEATED AT A LATER DATE. TABLE R502.3.1(2)SHALL BE UTILIZED TO DETERMINE THE MAXIMUM ALLOWABLE SPAN OF FLOOR JOISTS THAT SUPPORT ALL AREAS OF THE BUILDING,OTHER THAN SLEEPING AND ATTICS,PROVIDED THAT THE DESIGN LIVE LOAD DOES NOT EXCEED 40PSF AND THE DESIGN DEAD LOAD DOES NOT EXCEED 1OPSF. ARCHITECT: i�� ' t® DRAWING TITLE: GENE 1 V�L NOTES REVISIONS SEAL: pATE:0110412024 SCALE: NO. DESCRIPTION DATE �� D Rc DRAWN BY: G.VARTHALAMIS ARCHITECTURE&ENGINEERING,PC DWG NO. 417 FIFTH AVE,8TH FL. HOUSE ADDITION AND RENOVATION NEW YORK,NY 10036 1730 OLD ORCHARD LANE a, A005100 T:(212)245-0010 t,� � �n www.ciardullo.com EAST MARION, NY 11939 �� y s.) EXTERIOR WINDOWS AND DOORS SHALL BE DESIGNED TO RESIST THE DESIGN WIND LOADS LOADS SPECIFIED IN TABLE R301.2(2) 5.) ROOF-CEILING CONSTRUCTION ADJUSTED FOR HEIGHT AND EXPOSURE PER TABLE R301.2(3). a.) ROOF AND CEILING CONSTRUCTION SHALL BE CAPABLE OF ACCOMMODATING ALL LOADS IMPOSED ACCORDING TO SECTION R301 -AT FRENCH DOORS,DESIGN PRESSURE=35PSF,REQUIRED 17PSF&-18PSF(WORST CASE) AND OF TRANSMITTING THE RESULTING LOADS TO THE SUPPORTING STRUCTURAL ELEMENTS. -AT 4165 DOUBLE HUNG,DESIGN PRESSURE=15PSF/35PSF WITH WIND BRACE CLIP,REQUIRED 17.2PSF&-18.7PSF(WORST CASE) -SUPPLIER TO PROVIDE DATA SHOWING COMPLIANCE WITH APPROPRIATE TABLES. b.) LOAD BEARING DIMENSION LUMBER FOR RAFTERS,TRUSSES,AND CEILING JOISTS SHALL BE IDENTIFIED BY A GRADE MARK OF t.) WINDOWS AND GLASS DOOR ASSEMBLIES SHALL BE ANCHORED THROUGH THE FRAME,OR BY FRAME CLIP,OR THROUGH THE FLANGE. PLUMBER GRADING OR INSPECTION AGENCY THAT HAS BEEN APPROVED BY AN ACCREDITATION BODY THAT COMPLIES WITH DOC 20. ANCHORS SHALL BE EMBEDDED INTO THE FRAME CONSTRUCTION. u.) AT MULLIONS OCCURRING BETWEEN INDIVIDUAL WINDOWS AND GLASS DOOR ASSEMBLIES,MULLIONS SHALL BE DESIGNED TO c.) ROOF-CEILINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF THE NYS RESIDENTIAL CODE TRANSFER THE DESIGN PRESSURE LOADS APPLIED BY THE WINDOW AND DOOR ASSEMBLIES TO BE SUPPORTED WITHOUT (CH.8)OR IN ACCORDANCE WITH AF&PA/NDS AND ASCE 7.COMPONENTS OF ROOF-CEILINGS SHALL BE FASTENED IN DEFLECTING MORE THAN L1175,WHERE L=THE SPAN OF THE MULLION IN INCHES.MULLIONS SHALL BE CAPABLE OF RESISTING A LOAD ACCORDANCE WITH TABLE R602.3(1). OF 1.5 TIMES THE DESIGN PRESSURE LOADS APPLIED BY THE WINDOW AND DOOR ASSEMBLIES TO BE SUPPORTED WITHOUT EXCEEDING THE APPROPRIATE MATERIAL STRESS LEVELS. d.) RAFTERS SHALL BE FRAMED TO RIDGE BOARD OR TO EACH OTHER WITH A GUSSET PLATE AS A TIE.RIDGE BOARD SHALL BE AT LEAST 1"NOMINAL THICKNESS AND NOT LESS IN DEPTH THAN THE CUT END OF THE RAFTER.AT ALL VALLEYS AND HIPS THERE SHALL BE A VALLEY OR HIP RAFTER NOT LESS THAN 2"NOMINAL THICKNESS AND NOT LESS IN DEPTH THAN THE CUT END OF THE 4•) WALL COVERINGS RAFTER.HIP AND VALLEY RAFTERS SHALL BE SUPPORTED AT THE RIDGE BY A BRACE TO A BEARING PARTITION OR BE DESIGNED TO CARRY AND DISTRIBUTE THE SPECIFIC LOAD AT THAT POINT. a.) INTERIOR FINISHES AND MATERIALS SHALL CONFORM TO THE FLAME SPREAD AND SMOKE-DENSITY REQUIREMENTS OF SECTION R319(#18 OF"DESIGN COMPLIANCE...") e.) CEILING JOISTS AND RAFTERS SHALL BE NAILED TO EACH OTHER IN ACCORDANCE WITH TABLES R602.3(1)AND R802.5.1(9),AND GYPSUM BOARD THE ASSEMBLY SHALL BE NAILED TO THE TOP WALL PLATE IN ACCORDANCE WITH TABLE R602.3(1).CEILING JOISTS SHALL BE a.) ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO ASTM C 36,C 79,C 475,C 514,C 630,C 931,C 960,C CONTINUOUSLY OR SECURELY JOINED WHERE THEY MEET OVER INTERIOR PARTITIONS AND NAILED TO ADJACENT RAFTERS TO 1002,C 1047,C 1177,C 1178,C 1278,AND C 1395 AND SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF THIS PROVIDE A CONTINUOUS TIE ACROSS THE BUILDING WHEN SUCH JOISTS ARE PARALLEL TO THE RAFTERS. SECTION.ADHESIVES FOR THE INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO ASTM C 557. WHEN CEILING JOISTS ARE NOT PARALLEL TO RAFTERS,SUBFLOORING OR METAL STRAPS ATTACHED TO THE ENDS OF THE RAFTERS SHALL BE INSTALLED IN A MANNER TO PROVIDE A CONTINUOUS TIE ACROSS THE BUILDING.THE CONNECTIONS SHALL BE IN ACCORDANCE WITH TABLE 602.3(1). b.) WOOD FRAMING SUPPORTING GYPSUM BOARD SHALL NOT BE LESS THAN 2"NOMINAL THICKNESS IN THE LEAST DIMENSION IF RAFTER TIES ARE USED,THEY SHALL BE SPACED NOT MORE THAN 4'O.C. EXCEPT THAT WOOD FURRING STRIPS NOT LESS THAN 172"NOMINAL DIMENSION MAY BE USED OVER SOLID BACKING OR FRAMING SPACED NOT MORE THAN 24"O.C. f.) ENDS OF CEILING JOISTS SHALL BE LAPPED A MINIMUM OF 3"OR BUTTED OVER BEARING PARTITIONS OR BEAMS AND TOENAILED TO THE BEARING MEMBER.WHEN CEILING JOISTS ARE USED TO PROVIDE RESISTANCE TO RAFTER THRUST,LAPPED JOISTS SHALL c.) MAXIMUM SPACING OF SUPPORTS AND THE SIZE AND SPACING OF FASTENERS USED TO ATTACH GYPSUM BOARD SHALL BE NAILED TOGETHER IN ACCORDANCE WITH TABLE R602.3(1)AND BUTTED JOISTS SHALL BE TIED TOGETHER IN A MANNER TO COMPLY WITH TABLE R702.3.5.GYPSUM BOARD SHALL BE APPLIED AT RIGHT ANGLES OR PARALLEL TO FRAMING MEMBERS.ALL RESIST SUCH THRUST. EDGES AND ENDS SHALL OCCUR ON THE FRAMING MEMBERS,EXCEPT THOSE EDGES AND ENDS THAT ARE PERPENDICULAR TO THE FRAMING MEMBERS.INTERIOR GYPSUM BOARDSHALL NOT BE INSTALLED WHERE IT IS EXPOSED TO THE WEATHER. g.) ALL CEILING JOIST SPANS MUST BE IN ACCORDANCE WITH TABLES R802.4(1)AND R802.4(2). d.) SCREWS FOR ATTACHING GYPSUM BOARD TO WOOD FRAMING SHALL BE TYPE W OR TYPES IN ACCORDANCE WITH ASTM C 1002 SPANS FOR RAFTERS SHALL BE IN ACCORDANCE WITH TABLES R802.5(1)THROUGH R802.5.1(8).THE SPAN OF EACH RAFTER SHALL AND SHALL PENETRATE THE WOOD NOT LESS THAN 5/8". BE MEASURED ALONG THE HORIZONTAL PROJECTION OF THE RAFTER. CERAMIC TILE h.) RAFTERS AND CEILING JOISTS HAVING A DEPTH-TO-THICKNESS RATIO EXCEEDING 5 TO BASED ON NOMINAL DIMENSIONS SHALL a.) CERAMIC TILE SURFACES SHALL BE INSTALLED IN ACCORDANCE WITH ANSI A108.1,A108.4,A108.5,A108.6,A108.11,A118.1,A136.1, BE PROVIDED WITH LATERAL SUPPORT AT POINTS OF BEARING TO PREVENT ROTATION.RAFTERS AND CEILING JOISTS HAVE A AND Al37.1 DEPTH-TO-THICKNESS RATIO EXCEEDING 6 TO BASED ON NOMINAL DIMENSIONS SHALL BE SUPPORTED LATERALLY BY SOLID b.) GYPSUM BOARD UTILIZED AS THE BASE OR BACKER BOARD FOR ADHESIVE APPLICATION OF CERAMIC TILE OR OTHER BLOCKING,DIAGONAL BRIDGING OR A CONTINUOUS 1"X3"WOOD STRIP NAILED ACROSS THE RAFTERS TO CEILING JOIST AT NON-ABSORBENT FINISH MATERIAL SHALL CONFORM WITH ASTM C 630 OR C 1178.WATER-RESISTANT GYPSUM BACKING BOARD INTERVALS NOT EXCEEDING 8'. SHALL BE PERMITTED TO USED ON CEILING WHERE FRAMING SPACING DOES NOT EXCEED 12"O.C.FOR 1/2"THICK OR 16"FOR 5/8" THICK GYPSUM BOARD 1.) SPANS FOR RAFTERS SHALL BE IN ACCORDANCE WITH TABLES R802.5.1(1)THROUGH R802.5.1(8).THE SPAN OF EACH RAFTER SHALL EXTERIOR COVERING BE MEASURED ALONG THE HORIZONTAL PROJECTION OF THE RAFTER. a') EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER-RESISTANT EXTERIOR WALL ENVELOPE.THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING.THE EXTERIOR WALL ENVELOPE SHALL BE CONSTRUCTED IN SUCH A MANNER AS TO J.) THE ENDS OF EACH RAFTER OR CEILING JOIST SHALL HAVE NOT LESS THAN 1 1/2"OF BEARING ON WOOD. PREVENT THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER. k.) NOTCHES IN SOLID LUMBER JOISTS,RAFTERS AND BEAMS SHALL EXCEED 1/6 OF THE DEPTH OF THE MEMBER,SHALL NOT BE LONGER THAN 1/3 OF THE DEPTH OF THE MEMBER AND SHALL NOT BE LOCATED IN THE MIDDLE 113 OF THE SPAN.NOTCHES AT THE ENDS OF THE MEMBER SHALL EXCEED 1/4 THE DEPTH OF THE MEMBER.THE TENSION SIDE OF MEMBERS 4"OR GREATER IN NOMINAL WOOD HORIZONTAL SIDING THICKNESS SHALL NOT BE NOTCHED EXCEPT AT THE ENDS OF THE MEMBERS.THE DIAMETER OF THE HOLES BORED OR CUT INTO a') HORIZONTAL SIDING END JOINTS ARE CUT AT A 45 DEGREE ANGLE SO THAT JOINTS ARE NOT EXPOSED TO WEATHER MEMBERS SHALL NOT EXCEED 1/3 THE DEPTH OF THE MEMBER.HOLES SHALL NOT BE CLOSER THAN 2"TO THE TOP OR BOTTOM OF THE MEMBER,OR TO ANY OTHER HOLE LOCATED IN THE MEMBER.WHERE THE MEMBER IS ALSO NOTCHED,THE HOLE SHALL NOT BE b') EACH BOARD SHALL BE HELD IN PLACE BY HOT-DIPPED ZINC-COATED,STAINLESS STEEL,OR ALUMINUM NAILS.THE FASTENERS CLOSER THAN 2"TO THE NOTCH. SHALL BE LONG ENOUGH TO PENETRATE THE SHEATHING BY A MINIMUM OF 1/2"AND SHALL NOT BE OVERDRIVEN. I.) OPENINGS IN ROOF AND CEILING FRAMING SHALL BE FRAMED WITH HEADER AND TRIMMER JOISTS.WHEN THE HEADER JOIST SPAN FLASHING DOES NOT EXCEED 4',THE HEADER JOIST MAY BE A SINGLE MEMBER THE SAME SIZE AS THE CEILING JOIST OR RAFTER a•) APPROVED CORROSION-RESISTIVE FLASHING SHALL BE PROVIDED IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS.THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE,APPROVED CORROSION-RESISTANT FLASHING SHALL BE 6.) GENERAL MECHANICAL AND PLUMBING SYSTEMS INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: a.) ALL MECHANICAL AND PLUMBING SYSTEMS AND RELATED APPLIANCES SHALL BE INSTALLED AS PER THE 2020 RESIDENTIAL -AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAKPROOF,EXCEPT THAT CODE OF NEW YORK STATE. SELF-FLASHING WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN 1 1/8"OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING,INCLUDING CORNERS,DO NOT REQUIRE ADDITIONAL FLASHING,AND JAMB FLASHING MAY ALSO BE OMITTED. b.) ALL PLUMBING,DUCTS AND MECHANICAL EQUIPMENT OF ANY TYPE SHALL BE CONCEALED IN WALL OR CEILING -AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME WALLS CONSTRUCTION UNLESS NOTED OTHERWISE ON THE DRAWINGS. -UNDER AND AT THE ENDS OF MASONRY,WOOD OR METAL COPINGS AND SILLS. -CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. -WHERE EXTERIOR PORCHES,DECKS,OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD-FRAME CONSTRUCTION -AT WALL AND ROOF INTERSECTIONS -AT BUILT-IN GUTTERS ARCHITECT: i a rd u I1(m DRAWING TITLE: GENE 1 VlL NOTES REVISIONS SEAL: DATE:0710412024 SCALE: - C; NO. DESCRIPTION DATE ��,ED A DRAWN BY: G.VARTHALAMIS ARCHITECTURE&ENGINEERING,PC C? � � DWG N0. 417 FIFTH AVE 8TH FL. HOUSE ADDITION AND RENOVATION ,� • S �, s �;V Y NEW YORK,NY 10036 1730 OLD ORCHARD LANES T:(212)245-0010 A006 ,00 wm.ciardullo.com EAST MARION, NY 11939 �� , 031685 yoQ� of N- NOM ZONI�Q INFORMATION ' LOT NUMBERS REFER TO 'GARDINER'S BAY [�F' ESTATES, SECTION TWO' FILED IN THE SUFFOLK, TOWN OF S 01-M I G D 7 O X F R-4 0 ACaJNTY LE CLERKS OFFICE ON SEPT,•23, 1927 OG�00 SURVEY: OF PROPERTY U AT EAST MARION LOT AREA - 9,750 SQUARE FEET TOWN OF SOUTHOLD EXISTING L0r COVERAGE = 932 SF OR 10% OF SITE SUFFOLK COUNTY, N.Y. I PROPOSED LOT COVERA,;F = 1,387 SF OR 14% OF SITE 1000-37-02-7.1 N SCALE.- 1=30' ACTUAI PROPOSED GROSS SOUARF FOOT = 3,642 SF 10 NOVEMBER 15, 201 f g DEC. '.2, 2011 !REVISIONS! I • � O I FXISTINn FIRST FI OOR - 788 SF EXISTING SECOPI^ FL GOR - 748 SF FXISTING ATTACHED SI'FD (TO DC REMOVED) - 43 SF ' EXISTIf,IC TOTAL - 1,536 SF 'b p EXISTING TOTAL 4V/ SI I^D - 1,579 SF ,,o O FIRST FLOOR RROPOSSF I.) Alii)I i ON - 153 SF SECOIIS FLOOR PROPOSED ADDITION - 153 SF GARAGE ADDITION - 218 S;� • a TOTAL ADDITION -- 524 SF N 6 �•. `� IOTA' PROPOS-D F, \ST FI OOR - 941 SF o � IOTA'- PROPOSED ATTACHED GARAGE - 218 S7 CERTIFIED TO : Q ` na ` •`�° �` P a �� NICHOLAS RONTIRIS �'g `� '�► g TOTA._ RO OSFID FIRST FI 00,E W/ GARAGF - 1,159 )F ASPASIA RONTIRI9 y °o a ci ��,� `�* IOTA' f'RC''OSED SEGO'JL` FLOOR - 901 SF CHICAGO TITLE INSURANCE COMPANY IOTA!- PROPOSED WITH A DITIOfJ - 1,847 SF LYONS MORTGAGE. SERVICE, MC. 8 �o / U/0 PROPANE Q ���• d -n TOTAL ?RO�OSC WITH ADDiTI0P1 + GARAGE - 2,060 SF �OA•(r0 ` TANK 6k Cq. �, M' r� COI ONN. LEGEND %. �tem. 4 � .�0 'It i AREA o- EXIST ING '' V0• Era m , 5 64b ai'w' mot -1 nRFA Or 2--STORY ADD1110fJ • sTocKAOE 0.6'g - - -- FENCE l AREA OF NEV' ATTACHED GARAGE ■ MONUMENT N.Y.S. SIC. NO. 49618 - — -- RFMOVF)' LINE OF EX,S'ING SHED TO BE , •• ANY ALTERATION OR AD01170N 7b IHJS SURVEYlS A VlOLA1701y ECON/C EYORS P.0 �OF SEC77ON 72090E THE NEW YORK STATE EDUCATION LAW. , EXCEPT AS PER SEC77ON 7209-SUBDIWSON 2. ALL CER77nCAT70NS (631) 765-5020 FAX (6JI) 765-1797 - HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY!F P.D. BOX 909 SAID MAP NOR ARE APPEARS HEREON.COPIES BEAR THE IMPRESSED SEAL OF THE svRVEr01'? WHOSE SIGNATU AREA= 9�750 SQ.FT 1230 TRAVELER STREET • • SOUTHOLD, N.Y. 11971 11—22iG I � \ / OL BIDGE AT ADDIMON // \ 2STORY ! EMSTING / �ADdTION� � 2STORY \ Sl ORY AYA DR% HOUSE \ / n A /- - - - - - - - - - - - - - - j//- I - - - - - - - - - - - - - - - - - - - -��\ UARG F / N:-w DRIV�=WAY I �-� ApDITION j G FIRST FL-- — -- -� /i — SKY PLANE DIAGRAM: EAST TO WEST SECTION NTS ' / I 0 / \ v RIDGE A ADd1bN \ \ 21LTj \ ~,XISTING 2 STOf�Y./, / 2aroRr ,<—` / RIDGEAT GARAGE_-_ \ 1-2 S-0 RY I / / - „ T ' \ YAR9' j ,p ^GARAGE \ i AD )II ION FIRST FL _ 1 SITE PLAN ! ; i, - — 12'.71' Aa3oS CALE: `;/3`° - 1�-0" c SKY PLANE DIAGRAM: SOUTH TO NORTH SECTION C 4` 16' �.: 32' NTS SCALE IN I LET I _ ARCHITECT: Cial"dullo DRAWING TITLE: SITE AND ZONING PLAN -- REVISIONS SEAL: DATE:07/04/2024 SCALE: AS NOTED NO, DESCRIPTION DATE �� '� G,� DRAWN BY: G.VARTHALAMIS c�' ° ----- ------ARCHITECTURE&ENGINEERING,PC ------ --------------- --'----- — ------------ — -- — ---- ---- --------- --- ���®fa DWG N0. HOUSE ADDITION AND RENOVATION 417 FIFTH AVE,8TH FL. _ NEW YORK,NY 10036 1730 OLD ORCHARD LANE P co T:(212)245-0010 �— - ----- -- A030,00 wwiN.ciardullo.com EAST MARION, NY 11939 — — -------------- -- L ---- ----- ---- �4oF NE�� - 6 7 _ - A062 4 4 -- GENERAL REMOVAL NOTES _ r — I 8 REMOVAL LEGEND 1. EXISTING SLAB ON GRADE TO REMAIN. I I I I I ' 1 EXISTING WALLS TO REMAIN SLAB TO BE EXTENDED AS REQ'D FOR I 5 I I` — — — — — — — — — — — — — — — I NEW WALLS OF GARAGE ENCLOSURE. ❑ i i — — — EXISTING TO BE REMOVED ALL NEW COLUMNS TO BE SUPPORTED ( i I L ( I I — — — EXISTING — BY NEW CONCRETE FOOTINGS AS NOTED I I I BATHROOM ON DRAWINGS.S.O.G.TO BE PARTIALLY I I I REMOVED IN LOCATIONS REQUIRING J I EXISTING MASTER �— I NEW FOOTINGS OR THICKENED SLAB. I EXISTING REMOVAL KEYNOTES 2. CONTRACTOR TO PROTECT ADJACENT BEDROOM CLOSET I 1� EXISTING EXTERIOR WALLS,GLAZING, AREAS OF HOUSE TO REMAIN. o PARTITIONS,DOORS,ETC.TO BE FULLY 3. EXISTING KITCHEN,INCLUDING I I r OR PARTIALLY REMOVED,TYP. CABINETRY,COUNTERTOPS,SINK AND APPLIANCES,ETC.TO BE REMOVED IN - 02 ALL EXISTING KITCHEN FIXTURES, ITS ENTIRETY. CABINETRY,COUNTERTOPS,ETC.TO BE o M I I T\\ I � REMOVED. ¢ u— ` r ❑3 WALL TO BE PARTIALLY REMOVED FOR NEW WINDOW INSTALLATION. // I I EXISTING / I I,\ �,j O I t� ® EXISTING STORAGE(WALLS,DOOR, CLOSET �_ \ / — — — — — — — — — — — — — — J ROOF,ETC,)TO BE FULLY REMOVED. PLUMBING REMOVAL NOTES 1. REMOVAL OF EXISTING PLUMBING TO BE ALL EXISTING BATHROOM FIXTURES, IN ACCORDANCE WITH THE PLUMBING I EXISTING CABINETRY,ETC,TO BE REMOVED. CODE OF NEW YORK,2020. N I MASTER © EXISTING WINDOW TO BE REMOVED AND J i iI BATHROOM STORED FOR RELOCATION. DN ❑ 5 ❑7 EXISTING EXISTING SECOND FLOOR WINDOWS TO BEDROOM REMAIN,TYP. _ _ _ _ _ _ _ _ _ _ ® EXISTING ROOF ABOVE EXISTING PLAYROOM TO BE REMOVED. 1 A 662 7 7 7 7 SECOND FLOOR REMOVAL PLAN A062 iE = = = = =11== \ � -J - - J - - - l_ J-�_ - � - - - - -, O I LLJ � I o I I EXISTING Ll I I I KITCHEN K/ i r - -I � - - - - - - - -1 I I I I I EXISTING I UP BEDROOM LI L — — � 11�--- 1❑ cNo ¢ EXISTING LIVING r \ I I ROOM II I I LJ DN O BASEMEN EXISTING DINING TJ ROOM I �—❑1 Il 1 A 662 FIRST FLOOR REMOVAL PLAN ARCHITECT: C; i rd I I DRAWING TITLE: REMOVAL PLANS REVISIONS SEAL: DATE:O71o412024 SCALE: 114"=1'-0" N0. DESCRIPTION DATE +� ��� ARCHITECTURE&ENGINEERING,PC t ,�FH R �1 DRAWN BY. G.VARTHALAMIS �C. A. � DWG NO. 417 FIFTH AVE,BTH FL. HOUSE ADDITION AND RENOVATION NEW YORK,NY 10036 1730 OLD ORCHARD LANE �� p= T:(21 2 ullo. 0 EAST MARION, NY 11939 �,,. Q� A061 00 www.ciardullo.com 031885 4 p FpF - EXTERIOR REMOVAL NOTES REMOVAL KEYNOTES 1. ALL WOOD SHINGLES THAT ARE 0 EXISTING EXTERIOR WALLS,GLAZING, REMOVED TO BE SAVED FOR AREAS PARTITIONS,DOORS,ETC.TO BE FULLY - REQUIRING PATCHING. OR PARTIALLY REMOVED,TYP, ZREMOVE ROOFING TO PLYWOOD SHEATHING 2. ALL WOOD TRIM TO BE REMOVED AND REPLACED. ALL EXISTING KITCHEN FIXTURES, 3. ALL ROOFING TO BE REPLACED IN ITS CABINETRY,COUNTERTOPS,ETC.TO BE ENTIRETY. REMOVED. 33 WALL TO BE PARTIALLY REMOVED FOR NEW WINDOW INSTALLATION. EXISTING STORAGE(WALLS,DOOR, ROOF,ETC.)TO BE FULLY REMOVED. ALL EXISTING BATHROOM FIXTURES, CABINETRY,ETC.TO BE REMOVED. 3 I 7 7 7 7 L_ J EXISTING WINDOW TO BE REMOVED AND STORED FOR RELOCATION. 07 EXISTING SECOND FLOOR WINDOWS TO - - — - - — — — — — — — — — — � REMAIN,TYP. SECOND FL 9-1 ® EXISTING ROOF ABOVE EXISTING REMOVE ROOF& I PLAYROOM TO BE REMOVED. —ROOF FRAMING � - - - - r� = = �, 1F = = =41 I F _ _ 1 III —_ —_ JII lip —_ — JI I II 1 II I I I I III 1 III I II II II1- 1 III Ih 1 III ' ^ L -�— _ =J J I I L �� �� J III= = = =III — - - - - - - — — — — — — — — , I I I � I � � — � — I T � � � ' � I I II _JJ I I REMOVE ATTACHED GI REMOVE ATTACHED ( ( SHED IN ITS ENTIRETY SHED IN ITS ENTIRETY I I — — 2 FIRST FL I I I I I I I .� WEST REMOVAL ELEVATION NORTH REMOVAL ELEVATION L SCALE: 1/4"■1'-0" Z REMOVE ROOFING TO PLYWOOD SHEATHING I ilr �I 1 � = III I I it i I s III III 1 3 1 u LTJ L J SECOND FL - - — — — — — — — — � III IIII IV ij �� II � i II II II II III IIII III I I II II II II — - - - - — — — — — — — — III IIII III IIII _ IIII II II 1 II II L-=LIIL=-jJ I — � i —_ _ TREMOVEATTACHIED I SHED IN ITS ENTIRETY I I (I I) 11 FIRST FL I V-0" — — y - - - - - - - - - - - - - - — — — — — — — — — — — — — — — — — — — — — — — — I SOUTH REMOVAL ELEVATION EAST REMOVAL ELEVATION SCALE: ,/4"_,'-0" ARCHITECT: Ciardullo DRAWING TITLE: REM OVAL E L EVAT I 0 N S REVISIONS SEAL: DATE:07/0412024 SCALE: 114"z V-0" NO. DESCRIPTION DATE S IJ �C� DRAWN BY: G.VARTHALAMIS ARCHITECTURE&ENGINEERING,PC ��c�E4' DWG NO. HOUSE ADDITION AND RENOVATION FIFTH AVE, FL. 1730 OLD ORCHARD LANE w NEW 100 ¢. . NEW YORK,NY 10036 � A062 ,00 wm.cardu loom EAST MARION, NY 11939 ` 17 431B66 Q� TF y� CONSTRUCTION LEGEND GENERAL CONSTRUCTION NOTES ♦ 28'-82" 1 A202 NEW WALLS 1. EXISTING SLAB ON GRADE TO REMAIN. SLAB TO BE EXTENDED AS REQ'D FOR 4'-0" 13'-74" 11'-04" EXISTING WALLS TO REMAIN NEW WALLS OF GARAGE ENCLOSURE. EXISTING WINDOW ALL NEW COLUMNS TO BE SUPPORTED 4�8" 6'-0" 3'-O8 BY NEW CONCRETE FOOTINGS AS NOTED 3032 T 3032 NEW WINDOW ON DRAWINGS.S.O.G.TO BE PARTIALLY WALLTYPES REMOVED IN LOCATIONS REQUIRING -- -' NEW FOOTINGS OR THICKENED SLAB. 2. CONTRACTOR TO PROTECT ADJACENT O2X4 WOOD STUD WITH AREAS OF HOUSE TO REMAIN. 4 5l8"GWB.EACH SIDE 3. PATCH AND REPAIR AREAS OF EXISTING HARDWOOD FLOOR AS REQ'D. 2/A301 2/A301 2X4 WOOD STUD WITH 4. ALL ROOMS TO BE PAINTED.WALLS,ALL O O KITCHEN ��� TRIMS AND CEILING.PAINT COLORS TBD. O 5/8"GWB.EACH SIDE M O O 2 CONTRACTOR TO PROVIDE APPROX.4 M ADD MOISTURE RESISTANT GWB ti b SAMPLES TOTAL.SAMPLES TO BE 2'x2'. ADD NEW TILE @ BATHROOM FACE 5. GARAGE FLOOR SLAB TO BE PAINTED CONCRETE. 2X6 WOOD STUD WITH 6. BATHROOM FIXTURES AT SECOND O3 5/8"GWB.INTERIOR FLOOR TO BE REPLACED.NEW FIXTURES 11 A301 loll 12'-12" R-21 CAVITY INSULATION TO BE DETERMINED BY ONWER. 4 6'0" X-48" " 8'-33" EXTERIOR SIDING PER ELEVATIONS 7. NEW FLOORING AND WALL TILE TO BE ♦ 3_ 0 4 DETERMINED BY OWNER. 8. NEW STANDALONE ATTIC VENT FOR NEW DRIER. INTERIOR DOOR SCHEDULE EXT.3 1� 2'-6"x 6'-8" REAR ENTRY AR21 02 2'-Off x 6'-8" 11'-6" (2)2'-O"x 6'-8"BI-FOLD ® 1'-6"x 6'-8" DINING ROOM 05 2'6"x 6'-8"POCKET o N POWDER ROOM 3/A301 3/A301 EXTERIOR DOOR SCHEDULE DONEW P N U FAMILY EXT.1 FRONT DOOR ❑2 - ROOM GARAGE <04 EXT. GARAGE TO FAMILY RM ❑ 3 EXT.3 GARAGE TO BACKYARD 1 N 5 EXT. GARAGE DOOR �N CL "' N AX351 N EXT.4 N.TO EXSTG FP BASEMENT � I LIVING ROOM NEW FIREPLACE WITH I DIRECT VENT OUT TO EXT. EQ GARAGE DOOR SIZE TBD EQ ENTRY • - - -- WALL NEW FRONT DOOR WITH 1/A301 PARTIAL GLAZING @ TCP EXT'1 _. 1 TW2652 TW2652 P5055 1 6'0" 3'-0" 2'6" 5'-72" 4n ALIGN NEW BAY WINDOW 4!A301 WITH SECOND FLOOR OVERHANG ABOVE FIRST FLOOR PLAN AA2O ARCHITECT: Ciardull DRAWINGTffLE: REVISIONS SEAL: FIRST FLOOR PLAN .�..�,. DATE:07104/2024 SCALE: 114"=1'-0" NO. DESCRIPTION DATE �I7 DRAWN BY: G.VARTHALAMIS ARCHITECTURE&ENGINEERING,PC 4� �� �J PH v�9�/ 0 DWG NO. HOUSE ADDITION AND RENOVATION 417 FIFTH AVE,8TH FL. r NEW YORK,NY 10036 1730 OLD ORCHARD LANE c T:(212)245-0010 A101 ,00 www.ciardu►lo.com EAST MARION, NY 11939 0318s5 o @� ��0F Pd�dy 41 A301 CONSTRUCTION LEGEND GENERAL CONSTRUCTION NOTES in 28'-82^ A202 1. EXISTING SLAB ON GRADE TO REMAIN. 46 SLAB TO BE EXTENDED AS REQ'D FOR 1 4,_0" I T-74" 11'-04 NEW WALLS " 1 EXISTING WALLS TO REMAIN NEW WALLS OF GARAGE ENCLOSURE. 1 5 1 ALL NEW COLUMNS TO BE SUPPORTED 5'-38" T-1$" 1 5'-3� EXISTING WINDOW F�3C BY NEW CONCRETE FOOTINGS AS NOTED NEW WINDOW ON DRAWINGS.S.O.G.TO BE PARTIALLY _ 3_�� REMOVED IN LOCATIONS REQUIRING -- WALL TYPES NEW FOOTINGS OR THICKENED SLAB. 2. CONTRACTOR TO PROTECT ADJACENT 2X4 WOOD STUD WITH AREAS OF HOUSE TO REMAIN. 21 A301 BEDROOM 3 21 A301 O 5/8"GWB.EACH SIDE 3. PATCH AND REPAIR AREAS OF EXISTING 4%AREA:4 SF FIN.VENTILATED HARDWOOD FLOOR AS REQ'D. 4. ALL ROOMS TO BE PAINTED.WALLS,ALL III � OPENING REQ'D,PER 1202.5.1 ' 2X4 WOOD STUD WITH 10.5 SF VENILATED OPENING TRIMS AND CEILING.PAINT COLORS TBD. 04 5/8"GWB.EACH SIDE CONTRACTOR TO PROVIDE APPROX.4 "'b0O PROVIDED o400 2 0 8%=10.9 SF M ADD MOISTURE RESISTANT GWB SAMPLES TOTAL.SAMPLES TO BE 2'x2'. GLAZED AREA REQ'D,PER ADD NEW TILE @ BATHROOM FACE 5. GARAGE FLOOR SLAB TO BE PAINTED 1204.2 CONCRETE. 2X6 WOOD STUD WITH 6. BATHROOM FIXTURES AT SECOND PR V GLAZED AREA FLOOR TO BE REPLACED.NEW FIXTURES 5/8"GWB.INTERIOR PROVIDED 1 I A301 3 TO BE DETERMINED BY ONWER. " R-21 CAVITY INSULATION 7, NEW FLOORING AND WALL TILE TO BE 12_-11 EXTERIOR SIDING PER ELEVATIONS DETERMINED BY OWNER. 8. NEW STANDALONE ATTIC VENT FOR NEW -- - n"rrn S CV 3�^ 2 ^ RELOCATED WINDOW INTERIOR DOOR SCHEDULE N III 11 14-10 `� 1 AREA:207 SF 2'-6"x 6'-8" 1❑ 4%=8.3 SF MIN. N ROOFING NOTES 0 VENTILATED OPENING ❑2 2-0"x 6-8" 1. AREA OF NEW ROOF TO INCLUDE: 1 PER REQ'D,PER ❑3 (2)2'-0"x 6'-8"BI-FOLD 1.1. NEW ASPHALT ROOF SHINGLES ❑ BEDROOM 1 1203.4.1.1 1.2. NEW PLYWOOD SHEATHING BATHROOM 10 SF VENILATED ® 1'-6"x 6'-8° 1.3. NEW ROOF JOISTS cv OPENING PROVIDED 5 2'-6"x 6'-8"POCKET 1.4. NEW WATERPROOFING MEMBRANE N �b� - �" GLAZED ZED SF 31 A301� 'z NEW ROOF&ROOF FRAMING 31 A301 ❑ � '" GLAZED AREA REQ'D, EXTERIOR DOOR SCHEDULE ' i— PER 1204.2 16.8 SF GLAZED AREA EXT.1 FRONT DOOR ❑1 PROVIDED NEW ROOF&ROOF FRAMING <clj O �KV BATHROOM NOTES ♦ 5'-0" , 15'-2" EXT. GARAGE TO FAMILY RM 1. ALL NEW FIXTURES IN BATHROOMS TO EXT.3 GARAGE TO BACKYARD BE NEW.TO BE CHOSEN AND APPROVED 71 BY OWNER. EXT. GARAGE DOOR 2. ALL NEW FLOOR AND WALL TILE TO BE NEW AND CHOSEN BY OWNER. 1 7 3, INSTALL NEW a CEMENT BOARD OVER 4 W D MIL.POLYETHYLENE AT WET WALL ! CL 2' " �2!____4 LOCATIONS. 4. FLOOR TILE IN NEW BATHROOMS TO BE ( ❑3 INSTALLED OVER LATICRETE INSTALL NEW METAL ❑3 LIQUID-APPLIED WATERPROOFING PAN UNDER WID MEMBRANE.EXTEND MEMBRANE 6"UP WALL SURFACES AT ALL SIDES. 0 0 2 BEDROOM 2 BATHROOM 11 A301 LANDING 0 4 SECOND FLOOR PLAN 41A301 SCALE: 114"■1'-0" 1 A201 ARCHITECT: Ciardullo DRAWING TITLE: SECOND N D FLOOR 0 0 R PLAN REVISIONS SEAL: DATE:0110412024 SCALE: 114"=1'-0" NO. DESCRIPTION DATE r DRAWN BY: G.VARTHALAMIS . C-'!y ARCHITECTURE&ENGINEERING,PC DWG N0. HOUSE ADDITION AND RENOVATION 417 FIFTH AVE,8TH FL. w ;;.r; NEW YORK,NY 10036 1730 OLD ORCHARD LANE ' Al 02 ,00 T:(212)245-0010 , c, a. . www.clardullo.com EAST MARION, NY 11939 0318es o�� 4/A301 A202 1 ROOFLEGEND AREA OF NEW ROOF: / NEW ASPHALT ROOF 2/A301 j 2/A301 SHINGLES NEW PLYWOOD SHEATHING NEW ROOF JOISTS t ,1 NEW WATERPROOFING / MEMBRANE 11 A301 AREA OF NEW ASPHALT ROOF / MEMBRANE ONLY i ' I / 1 D1 31A301 Cli 1 I A301 41 A301 ROOF PLAN scnu:: ua*=r-0• AA2O1 ARCHITECT: Ciardullu'am, DRAWING TfTLE: REVISIONS SEAL: DATE:0710412024 SCALE: 1/4"=1'-0" ROOF 0 F PLAN N0. DESCRIPTION DATE �, c I C� / DRAWN BY: G.VARTHALAMIS ARCHITECTURE&ENGINEERING,PC `�R` HOUSE ADDITION AND RENOVATION J i^ .� DWG NO. 417 FIFTH AVE,8TH FL. j[( NEW YORK,NY 10036 1730 OLD ORCHARD LANE T:(212)245-0010 Al 03v00 vm.ciardullo.com EAST MARION, NY 11939 41A301 NEW ROOF: EW ASPH T S INGL RO F - NEW ASPHALT SHINGLES ROOF SYSTEM NEW PLYWOOD SHEATHING NEW ROOF FRAMING AS PER S102.00 11A301 SECOND FL CEILING — — — — — — — — — — — — — — — — — — — — — — — 17'-0" --_-- --- AREA OF NEW if IT BOARD AND RIDGE REPAINT EXISTING------_ BATTEN — — — — — — — 14'-11" SHUTTERS.COLOR TBD. WOOD SIDING 12 1 2 NEW ATTIC VENT LT NEW HARDWOOD t_. G �._ NEW EXT,LIGHT CORNER BEAD TRIM 77 if r''1 FIXTURES AS PER 'i TYP. ! r „ f I I L: A801.00 V l ! T'I SECOND FL y — — — fi----- =- f --t' — — 91-0 if �: '', i r u, rI I! I 1 f p �I NEW EXT.LIGHT r I VE I II i EA fi 6 FIXTURES AS PER 1 1 a A801.00 II I IT if I I � 1 I 'f I r it I i I I„ V 1 1 III t II i 1 I r' I II AX351 1 i I NEW WOOD SHINGLES AT I : I I� I I1 I My II 111 I I I r I � � I III � GARAGE.SIZE,TEXTURE, r is —,� NEW GARAGE COLOR TO MATCH I III C 1 T TSIZE TBD. F' I EXISTING SHINGLES OF I I I I I1 26 26 P5055 r r �IL BOARD MAIN HOUSE. 1 NEW BO & SIDING' I' SDNG I I Illq 1 hl BATTEN_ II r ! II I I 1 II' I 1f I FIRST FL I - — — — , " I I r' Illy I, DD 1 [' 1 I -11E i FORTH ELEVATION 41A301 scn�e: tia^_r-o^ 11A301 21A301 1111 RIDGE [ I — — —2V-72" GENERAL WOOD TRIM NOTES 1 I NEW ROOF: 1. ALL NEW TRIM TO BE HARD-PAINTED ¶ NEW ASPHALT SHINGLES ROOF SY WOOD i 1 ,:. II 1' P I --II ry p �I i, II j II - U I _ 31A3�1 - NEW PLYWOOD SHEATHING 1.1. 4 AT WINDOWS I r n 1 1 �r r T� -r' n - NEW ROOF FRAMING AS PER$102. 1.2. 6"AT VERTICAL SIDING h i ^ II I I' .r f h b G I I C E G q 1 1.3. VAT ROOF EAVES SECOND FL CEILING — — _ _ — - - r 1 � I 17-0 , II, 4, a 'h II li- �- I ,, I , � I I I I'II I 1 11 I'I if EAVE 11 . , n I' � I rl I 15-10 Ji ll. EXISTING,RELOCATED III 7' I r I_ WINDOW BEYOND I �I l EW SP L SHI GL=RO F r 1'i I 2 I TIIN�032 �°° 8 1 �I li AREA OF FAMILY ROOM r' II' ND SECOND FIL i , � I � I BEYOND 9-1 : 1 r I r. I. 11 II 1 1 I I I I I II a I . . I f 'I I T, I r d I' 1 1 I 1 r I , 1 NEW WOOD SHINGLES AT - r ! I Il. II II LI NEW WOOD SHINGLES AT GARAGE.SIZE TEXTURE ( r \€ -PI' II r!.T .� TW�032if TI .! i'T If I' I j' h in ` ' ADDITION.SIZE, c h i, 1 'I 1 P rfillTE RE COLOR TO R MA - TEXTURE, 0 COLD TO MATCH �' I I' I 1 4 I I II 1 Il p II _ � r I � 1 . � 1 , SHINGLES - MATCH EXISTING EXISTINGS ES OF � 1 '; ' I1 II i I I''.. MAIN HOUSE. F �' JT I. II fl II l IL , SHINGLES OF MAIN P A if d .I I ! I fif I I - l I HOUSE. I f i I I1� 1 1 I fl I II�_ it FIRST FL J 0-0 11 III- I I i r � 1 I I T 1 I' P r. I 1 I • I to ' P I I if 1 r i I I � ILL I, f I I_ z WEST ELEVATION 31A3J1 21A301 ARCHITECT: DRAWING TITLE: REVISIONS SEAL: IE(a A DATE:07/04/2024 SCALE: 1W=1'-0" I ' E L EVAT i 4 N S NO. DESCRIPTION DATE � � � ��" : !- DRAWN BY: G.VARTHALAMIS ARCHITECTURE&ENGINEERING,PC <�' HOUSE ADDITION AND RENOVATION �` DWG NO. r 417 FIFTH AVE,8TH FL. NEW YORK,NY 10036 1730 OLD ORCHARD LANEA201 00 T:(212)245-0010 �, 0, 1 v�r� www.clardullo.com EAST MARION, NY 11939 °'�=�� r`,,A 41A301 I NEW ROOF: NEW ASPHALT SHINGLES ROOF SYSTEM _ _ — — —RIDGE NEW PLYWOOD SHEATHING 1 21�.7Z • NEW ROOF FRAMING AS PER Sl02.00 ,'I, 8 NEW ATTIC VENT lIA301 7 C , T ' III SECOND FL CEILING _ I . 1T-0" I' I rl. — EAVE J 6il r " II 'I 15-9 AREA OF NEW BOARD AND RIDGE — — — I r� r � � .I � II , ,r' I 111 � b If — BATTEN WOOD S DING i11 1 �. r NEW ATTIC VENT 111 I T r I I I I r ,r I — 12 — T I I l I� iti. TW 046 NEW HARDWOOD 12 CORNER BEAD TRIM, TYP. it T 1 71 i', I F I �'SECOND L I COD — — �II — — l- — — r II � I � � I, ., I �r .I.,, r - 9 �r � I r.� 'I 1 li f I f a j '� I L' FI it 1i -_ .i -II, JI I. _ -. r- l,llr -II II r_ S I' rl r �p'f ,, N rl p f' I� II ,I EAVE 4 il Ll�I1E1 f ¶ I. '�, I r - - - III I I I r 4 TRIM AROUND ALL I I NEW WINDOW TYP �� IMF it fi P r TW 03 I I'I r Ili I r II � r' I u I r ,r ' �- I I � i� a 'r► I i III '' II' I 'I I - I ■ is m I 1' II it I I L' � J ImI � '� I III i II I I �, It r I >' II' r I I i a' 9 II 'i i �? . �I JI- ' I Cn I I!� I I I NEW DOOR\ II I fi. i. I I 1' II' ll I I I , oI I 'I r n r n Ili I , I d I I I I I , 3-o X s-e it I FW 1068 , I �I' I I II I I I II r I II a l< it I- i' I I I rl III r 'r ^ III I' I I I I 11 I II I I; , I I , r' I' d- I _ G I IIi II I; FIRST FL 1 N I D-0 I I III' I it _ I I r� I I II ll' , I I j' II I 11 I V 11 III , rl I I I 11' I Ii T II I I I I _ LOUVER AT CRAWL NEW CONCRETE STEPS SPACE NEW ROOF: rP yor 41A301 1 SOUTH ELEVATION NEW ASPHALT SHINGLES ROOF SYSTEM �4% �h SCALE: v4"■r-0" 11A301 NEW PLYWOOD SHEATHING �`3 C Q �rC r• 21A301 - NEW ROOF FRAMING AS PER S102.00 - /,� iq.it s RIDGE I, .I �' i d it �n GENERAL WOOD TRIM NOTES r i;''hl 1. ALL NEW TRIM TO BE HARD-PAINTED I � .I'' > II II f I ul a NEW HARDWOOD TRIM WOOD" G PI J @ ROOF&EAVES,TYP. 1.1. 4 AT WINDOWS f p 1 [ p 1.2. 6"AT VERTICAL SIDING V 19 % 1.3. 8'AT ROOF EAVES I , I T7 I III I I N SECOND FL CEILING — s I r I I I o I I I II I li I I ) li I 1 III I e I I I I I I I I I II i I'. pp E:AVE , Ir I I I f r I'I R2 I I I I L I I I I r n , - I II , L. 15 1D V. N IF I ! ii I i I f 'I r„ r .l_^,, I n It i k } R P N f_ b is i 6 ■ I ,_ r � r f ,I TI I I I r r. I r I I I P 4 r r 1 4 I I r li, i 1 ', I, 11 I I I I til I I I I. NEW HARDWOOD � h TRIM,1� ItCORNER BEAD M I 11 I III ._� n r PI rl I r" I I I I I, ,I TYP. I, I>rl'r I � G R I I I � I ,I �r it 4 1 ,I ' I I f I SECOND FLIt L l I — — _ I'Ij 'II I I I I I ii I I I II I p II { r i u . P, ➢ r IT �I I I I I I I I i 11 _ I I�,, f 3 li IIi it II q III p II III:n 1_ l I f I I II � I' I li I II G I I II r c I I I I r r� Ir I I� ,I ' 3 I p 1 11 1 ,I JI. I'I Il - - I JI II I If I''.I ., . r p T 9' 1 I � I r I I I Ii I -1 I'll i I I iL,_ I I I II I i _ p I. I I I I it 1it 1- - ''I• I' rl � '. I r1 I _ r II,'I I h b I E - I I ' r TI I I ,I '' I I I I I I I I I_ I I I � � I r r Irl � rr rl I T I II FIRST it FLIt , EAST ELEVATION LOUVERATCRAWL 2 SPACE SCALE: 7/4"=a-0• 2IA301 ARCHITECT: ; �� ' I DRAWING TITLE: REVISIONS SEAL: DATE:07/0412024 SCALE: IIII'l E L EVAT I 0 N S NO. DESCRIPTION DATE ca'��RSD AR DRAWN BY: G.VARTHALAMIS ARCHITECTURE&ENGINEERING,PC _ d �i , 0 DWG NO. HOUSE ADDITION AND RENOVATION417 FIFTH NEW YORK,NY 10036L 1730 OLD ORCHARD LANE y 47A202 ,00 T:(212)245-0010 c � Qr31 � www.ciardullo.com EAST MARION, NY 11939 y� N .;© III I I'I I I Ili, I i II II I I I I i I I I I i • II I i I I I i III � I i I I II I I I I I I i I I I I I I I ATTIC 4 I III I I A-302 I II i I I! 'I I II III I II I SECOND FL CE ILING — — — — — — — — — — — — — — 17'-0" q ' ( I `III. hl If U U I I BEDROOM EDR00 BEDROOM �I 3 u. .I I. it � I I li li I I � i IT f, T: I' I1� I u rl I I' I I r I � r I l l I SECOND FL — I - 9-0 I T II. Li I_. . ' I I 'IT I a' I r I I I' I i II IIII , ' I LIVING ROOM/ KITCHEN REAR ENTRY LIVING ROOM J I r P`I KIT CHEN r I l - IIII lull IIII I h 1 I I II �,, JI, IIII IL, I I II II. I, I I I' I i I. I it I r, I 161 l FIRST L F ST F — III 'I'I I IIII'! III I o I it Ji II I C S C RAWL PA E CRAWL SPACE BASEMENT NP• I G a J A SECTION 04 2 SECTION 02 1 SCALE: 114"-1'-0" SCALE: t14"■T-7 A-302 TYP.@ CRAWL SPACE SECOND FL CEILING — — — — — — — — — — — — — — — — — — — — — — — — — 17'-0" I II I I II � I II I I II I I 'I I I I I I I I I I I I II li I I II I I I I IIIII III II ,I I I I I I I II II II I I I I, I I I SECOND FL - - I 9-0 I I III 5 A-302 IT ;I h,l TYP. 3 I ,I G I A-302 I ,. GARAGE FAMILY ROOM P. G I 17 PnI� Ipi I I . S II I ¢l V I II I T I' I I In I I IT I' rt I I FIRST FL I 11 F I' Trl r II I ! ii IIII r : 5 AND FLOOR EXISTING FOU NDA TION - _I s I A- 02 3 ASSEMBLY TO TYP,@S.O.G. REMAIN AT FAMILY ROOM 3 SECTION 03 ,� SECTION 01 SCALE: 1/4"=1'-0" SCALE: 1/4"a 1'-0" ARCHITECT: DRAWING TITLE: REVISIONS SEAL: DATE:07/04/2024 SCALE: 1/4"=V-0" Ciardullo S E CT I 0 N S NO. DESCRIPTION DATE DRAWN BY: G.VARTHALAMIS ARCHITECTURE&ENGINEERING PC :y'. �'� �' ;•,�� DWG NO. HOUSE ADDITION AND RENOVATION , 417 FIFTH AVE,8TH FL. NEW YORK,NY 10036 1730 OLD ORCHARD LANEA301 00 T:(212)245-0010 a1� . www.ciardullo,com EAST MARION, NY 11939 ;: ,� � o� 7" ASPHALT SHINGLE ROOF 3/4" PLYWOOD SHEATHING = FELT UNDERLAYMENT PER MANUFACTURER'S PROVIDE 1-1/4" REQUIREMENTS 20 GAGE RIDGE i STRAP CONNECTING / VENTED OPPOSING RAFTERS. AIR SPACE i ASPHALT SHINGLE ROOF i 3/4" PLYWOOD SHEATHING i FELT UNDERLAYMENT PER WOOD RAFTERS MANUFACTURER'S REQUIREMENTS R-38 INSULATION AT ROOF VENTED AIR SPACE SOFFIT PROVIDE SIMPSON STRONG-TIE VENT CONNECTOR "H10" AT EVERY INSULATION BAFFLE RAFTER. / HARD 2" RIGID INSULATION CLOSURE WOOD TRIM 2-2X6 TOP PLATE 2X12 WOOD RAFTERS CLAPBOARD SIDING R-21 INSULATION AT WALL R-38 INSULATION AT ROOF AIR VAPOR / 1/2" GYPSUM BOARD BARRIER 2" RIGID INSULATION CLOSURE 2X6 STUD ® 16" O.C. PROVIDE SIMPSON STRONG-TIE CONNECTOR "H10" Ai EVERY SOFFIT RAFTER. VENT 2 - 2X6 TOP PLATE HARD 1/2" GYPSUM BOARD WOOD TRIM 2X6 STUD ® 16" O.C. CLAPBOARD EAVE DETAIL SIDING Q SCALE; 1"6 1'-0" AIR/VAPOR R-21 INSULATION AT WALL BARRIER " PLYWOOD SUB-FLOOR HARDWOOD FLOOR 7. HARDWOOD TRIM PROVIDE SIMPSON — - - -:--.- HARDWOOD FLOOR STRONG-TIE CONNECTOR �' "CS18" EVERY OTHER J �is" O.S.B. SHEATHING 3/4" T&G OSB SUBFLOOR STUD. OR 16. GAUGE EXISTING FLOOR STRLCTURE J 14" TJI ® 16" O.C. PR STRAPPING AT EVERY STUD RS CLOSED CELL SPRAY INSULATION 2x6 WOOD BLOCKING ENGINEERED RIM BOARD R-20 CLOSED CELL SPRAY INSULATION METAL FLASHING 2X6 BLOCKING 3/4" CEMENT BOARD ANCHOR BOLT, 3'4" DIA. X18" SECOND FLOOR/ EAVE SECTION DETAIL GRADE Z II ® B'-o" D.C. 4 II 8" CONCRETE WALL SCALE: 1"■1'-0" d -IIIII h ° I =IIIII ° d 4 ° i FIRST FLOOR WALL DETAIL 2x6 WOOD STUD ® 16' O.C. SCALE: 1"=1'-0" EXTERIOR FINISH I 2 " 1/2" ANCHOR BOLT W/ 7" EMBED, NUT & WASHER,2" MIN. EXPOSED, 6 FT MAX SPACING 3/4" PLYWOOD I d 2" RAT SLAB 1 COURSE 6" x 8" x 16" CONCRETE BLOCK. d ° TREATED 2x6 SOLE PLATE I GROUT SOLID AT ANCHOR BOLT LOCATIONS. d as Y��o iIJ WITH SEAL II 1 II GRADE ;; d d ' X ° % —X X X ' d Z 1 i I1V ° 2 -i i-"'-_i 1------I I— ---I 1----- d' - I I =_I d 2' I ___ I I d x d o o ^�o 0 0 �o Q R-15 CONTINUOUS ° d INSULATION AT -- -- ---- ---- - 3 THE EXTERIOR OF d 'p ------i '-----i i------' I__-- ' FOUNDATION WALL ---' -- w 8 CONCRETE WALL W/ BITUMINOUS COATING ---- I I I ---- o DAMPPROOFING - I------ d °'----- 1 # ® 4 D.C. E.W. EXISTING SUBGRADE d 8" --" �TO REMAIN ;______; #4 DOWELS ® 48" O.C. COMAPACTED GRANULAR FILL. 4" MIN. THICK 2—#4 2 #4 CONTINUOUS 4" FOOTING DRAIN 5 FOUNDATION SECTION AT GARAGE SCALE: 1" V-0" FOUNDATION DETAIL SCALE: 1"=V-0" ARCHITECT: i DRAWING TITLE: SECTION DETAILS REVISIONS SEAL: DATE:0110412024 SCALE: 1"=1'-0" ardullo NO. DESCRIPTION DATE .*�� L'h, DRAWN BY: G,VARTHALAMIS ARCHITECTURE&ENGINEERING,PC �l� V RT 0�/ DWG N0, HOUSE ADDITION AND RENOVATION 417 FIFTH AVE,8TH FL. :: NEW YORK,NY 10036 1730 OLD ORCHARD LANE �"F., s-"r:p: A302vOO T:(212)245-0010 www.ciardullo.com EAST MARION, NY 11939 ;� ?,�i3�s 0�` f .._ �t I, RCPLEGEND GFI NEW LED 4-ROUND RECESSED LIGHT FIXTURE _ KRCHEN GFI rQ NEW EXTERIOR WALL SCONCE NEW CEILING MOUNTED PEDNANT LIGHT I � NEW OUTLET GFI NEW GFI OUTLETGFI / 700C NEW DEDICATED OUTLET DED O NEW SMOKE DETECTOR/CO DETECTOR NEW LIGHT SWITCH ---� , REAR ENTRY �h�r r ELECTRICAL NOTES: r c ca 1. GENERAL CONTRACTOR TO VERIFY THAT EXISTING SERVICE IS �c ADEQUATE FOR PROPOSED DESIGN.CONTRACTOR SHALL DINING ROOM �P INCLUDE ALL NECESSARY WORK TO COMPLETE ELECTRICAL jr x INSTALLATION. O BATH 2. ALL SWITCHES,OUTLETS,AND COVER PLATES TO MATCH EXISTING.GANGED SWITCHES SHOULD BE COMBINED IN A / SINGLE PLATE. FAMILY ROOM % 3. LOCATION OF ALL ELECTRICAL DEVICES INDICATED MAY BE MODIFIED WITH OWNER AND ARCHITECT'S APPROVAL(BASED ON --� I - THE EXISTING ELECTRICAL LAYOUT).PROVIDE ALL NECESSARY WIRING,SWITCHES,DEVICES,LIGHT FIXTURES,ETC AS \ GARAGE REQUIRED. 4. ALL OUTLETS AT WET LOCATIONS(WITHIN F-W OF A PLUMBING FIXTURE)TO BE GFI, 5. OPEN AND PATCH WALLS AS REQUIRED FOR INSTALLATION OF ALL NEW ELECTRICAL DEVICES AT EXISTING WALLS. 6. SEE PLANS FOR NEW LIGHTING,SWITCHING&OTHER - — ELECTRICAL DEVICES. LIVING ROOM `` - ENTRY JSECOND FLOOR PLAN SCALE: 1/4'=VV ARCHITECT: DRAWING TITLE: FIRST FLOOR REFLECTED CEILING/ ELECTRICAL PLAN N0. DESCRIPTION REVISIONS DATE SEAL. ,. R ® � DRAWN BY: THALAMIS SCALE: 1(4'=1'-T Ciardullo ,y F ARCHITECTURE&ENGINEERING,PC DWG NO. ,�< ��� `J��� ��4. � HOUSE ADDITION AND RENOVATION , �' °-A 417 FIFTH AVE,8TH NEW YORK,NY 110036L 1730 OLD ORCHARD LANE T:(212)245-0010 A801 00 www.ciardullo.com EAST MARION, NY 11939 RCPLEGEND BEDROOM 3 Q NEW LED 411 ROUND RECESSED LIGHT FIXTURE S I-Q NEW EXTERIOR WALL SCONCE \_ r -�-- NEW CEILING MOUNTED PEDNANT LIGHT �Ol� C�OrS NEW OUTLET NEW GFI OUTLET GFI 4) f ■ NEW DEDICATED OUTLET DED O NEW SMOKE DETECTOR/CO DETECTOR : II NEW LIGHT SWITCH 1:tDI I 4L ELECTRICAL NOTES: BATHROOM O I 1 I 1. GENERAL CONTRACTOR TO VERIFY THAT EXISTING SERVICE IS ILL BEDROOM 1 ADEQUATE FOR PROPOSED DESIGN.CONTRACTOR SHALL INCLUDE ALL NECESSARY WORK TO COMPLETE ELECTRICAL INSTALLATION. 2, ALL SWITCHES,OUTLETS,AND COVER PLATES TO MATCH EXISTING.GANGED SWITCHES SHOULD BE COMBINED IN A CL SINGLE PLATE. r 3. LOCATION OF ALL ELECTRICAL DEVICES INDICATED MAY BE MODIFIED WITH OWNER AND ARCHITECTS APPROVAL(BASED ON THE EXISTING ELECTRICAL LAYOUT).PROVIDE ALL NECESSARY WIRING,SWITCHES,DEVICES,LIGHT FIXTURES,ETC AS REQUIRED, w D 4. ALL OUTLETS AT WET LOCATIONS(WITHIN 6'-0"OF A PLUMBING cL FIXTURE)TO BE GFI. - � 5. OPEN AND PATCH WALLS AS REQUIRED FOR INSTALLATION OF ALL NEW ELECTRICAL DEVICES AT EXISTING WALLS. 6. SEE PLANS FOR NEW LIGHTING,SWITCHING&OTHER ELECTRICAL DEVICES. FI : BEDROOM 2 �O BATHROOM LANDING O SECOND FLOOR PLAN ARCHITECT: DRAWING TITLE: SEC 0 N D F L 0 0 R REFLECTED CEILING/ E L E CT R I CAL PLAN REVISIONS SEAL: DATE:07/0412024 SCALE: 114":1'-0" Cirdullo a NO. DESCRIPTION DATE �� �A}e� DRAWN BY: G.VARTHALAMIS o� H v ARCHITECTURE&ENGINEERING,PC �C�- �� �T DWG NO. HOUSE ADDITION AND RENOVATION �. ,. :< A 417 FIFTH AVE, TH NEW YORK,NY 10036L 1730 OLD ORCHARD LANE ` A802 ,00 T:(212)245-0010 !� www.ciardullo.com EAST MARION, NY 11939 8" CONC — _ — — — — — FOUNDATION WALL ZZ—W/ 18" W. X 6" THICK FOOTING .x8 WOO JOI T SPACED T 16' O.0 11 A302 I I � 8" K CHE 8., NEW 4" T G PL W00 2x10 LEDGER FASTENED TO EXIST. MASONRY WALL W/ ADHESIVE ANCHORS ® 16 O.C. THICKENED SLAB EDGE ° a d ° Q 4 a 4 ° DINING ROOM d a ° d d 4n a d a ° 5 I A302 a a d aGARAGE DD 4 4" S�AI ON GRADE a° ° 3,500 f'c a EXISTING d d REINFORCED W/ ° FAMILY ROOM 46 W2`tX2.9 WWR ° d a a d d 4 d 4 a d L d a a d a d d as a d d a LPANG ROOM a a a d ° d d a NEIV Y4' T&G P YW OD 2 2x10 FIRST FLOOR FRAMING PLAN ARCHITECT: Cial"-dulk) DRAWING TITLE: FIRST F L 0 0 R FRAMING PLAN REVISIONS SEAL: DATE:07104(2024 SCALE: 1(4"=1'-0" NO. DESCRIPTION DATE '<�¢E H`9 R,C DRAWN BY: G.VARTHALAMIS ARCHITECTURE&ENGINEERING,PC ®�,� VA /A DWG NO. HOUSE ADDITION AND RENOVATION 417 FIFTH AVE,8TH FL. ' .' ",,fit.: NEW YORK,NY 10036 1730 OLD ORCHARD LANE ,. cslooloo T:(212)245-0010 °" i www.ciardullo.com EAST MARION, NY 11939 <, `� (2) 2x10 (2)2X6 2x8 W00 JOIST SP CED T 16' O.0 (2)2X6 00 x B DROOM 3 N N �(2)2X6 NEW %" T&G LYW OD FASTEN NEW FRAMING TO EXISTING WALL WITH 2 2x12 JOIST HANGERS r -- O BEDROOM 1 SEE S1 2 00 2 2X6 FAMILY ROOM BELOW 00 VX6 BEDROOM :�D SECOND FLOOR FRAMING PLAN SCALE; 1/4":1'-0" ARCHITECT: Ciardullo DRAWING TITLE: SECOND FLOOR FRAMING PLAN REVISIONS SEAL: DATE:0710412024 SCALE: 114'=V-0" NO. DESCRIPTION DATE SD Ape DRAWN BY: G.VARTHALAMIS ARCHITECTURE&ENGINEERING,PC rye C c r-p , ,,. DWG NO. V HOUSE ADDITION AND RENOVATION 417 FIFTH AVE,8TH FL. NEW YORK,NY 10036 1730 OLD ORCHARD LANE }2)245-0010 :, siolloo www1cardulloOmm EAST MARION, NY 11939 c~=w - �r.e'fy m POST UP 2-2X6 L�, 2x12 RAFTERS o @16 O.C. TYP X N N / 202 RAFTERS POST UP 2-2X6 @16 O.C. TYP POST UP 2-2X6 2x 12 RAFTERS �lF @16" O,C, (TYP) J 202 RAF7FRS y 16" 0.C. TYP) <<F� EXISTING FOOF RAFTERS— x —202 RID E BIJAM i I N EXIISTING RIDG1 BEA 2x12 RAFTERS 16" O.C. TYP) �P JP 2x12 RAFTERS @16" O.C. (TYP) Ile —EXISTING ROOF RAF ERS POST UP 2-2X6 ROOF FRAMING PLAN ARCHITECT: Ciardulk) DRAWING TITLE: ROOF FRAMING PLAN REVISIONS SEAL: DATE:07/0412024 SCALE: 1/4"=1'-0" NO. DESCRIPTION DATE el NFRD Aq DRAWN BY: G.VARTHALAMIS ARCHITECTURE&ENGINEERING,PC �C®� y�`�� I'�4 ��1` DWG NO. 417 FIFTH AVE,81-H FL. HOUSE ADDITION AND RENOVATION � ��� 1730 OLD ORCHARD LANE NEW YORK,NY 10036 a Y``` www.1ciardullo.com EAST MARION, NY 11939 PLUMBING NOTES: 1. ALL NEW PLUMBING FIXTURES, FITTING AND ACCESSORIES ARE TO BE PROVIDED AND INSTALLED BY GENERAL CONTRACTOR PER THE MANUFACTURER'S DETAILS AND SPECIFICATIONS. 2. PROVIDE INSULATION AT ALL EXPOSED HOT AND COLD SUPPLY PIPING AS REQUIRED. FLASH AS FLASSHH AS 4" VTR 4" 3. PROVIDE NEW EMERGENCY SHUT-OFF/CHECK REQ'D RE Q'C ROOF VALVES AT ALL EXISTING AND NEW BRANCH SUPPLY LINES AS REQUIRED. PROVIDE FLUSH METAL ACCESS DOORS AS REQUIRED TO MASTER ACCESS VALVES. MAINTAIN ACCESS TO BATHROOM 1 1!" EXISTING PLUMBING SHUTOFFS. 12„ T ` ` 12 BATHROOM 4. ALL WET AREAS TO RECEIVE 5/8" r I CEMENTITIOUS TILE BACKER BOARD. ALL DAMP �— AREAS TO RECEIVE 5/8" MOISTURE-RESISTANT 112" LAUNDRY ROOM 12 12" 11111 Jill GYPSUM WALL BOARD, 1 1 1 1 112 5. LATICRETE LIQUID-APPLIED WATERPROOFING MEMBRANE TO BE INSTALLED WALL-TO-WALL NEW SINK @ NEW TLT a7 IVEW TLT @ I I I ( NEW SINK AT ALL DAMP AND WET LOCATIONS KITCHEN EXST'G LOCATION NEW TUB @ I EXST'G LOCATION NEW LOCATI NEW TUB @ I NEW tWR @ EXST'G . AND BATHROOM AND TO EXTEND UNDER ALL EXST'G LOCATION I 3„ NEW I EXST'G LOCATIO EXST G @ LOCATION NEW SHOWER PANS, TUBS AND APPLIANCES. 12" ( DRAIN Wm I LOCATION 12" SECOND Fl MEMBRANE TO EXTEND 6" UP WALL SURFACES CO 2�� 3�� 3�� 2" 3" 2" CO AT ALL SIDES. CO 6. THE INSTALLATION AND ALTERATION OF ALL 3" WASTE LINE I 3" WASTE LINE APPLIANCES, EQUIPMENT AND SYSTEMS KITCHEN POWDER RM REGULATED BY THE NEW YORK CITY FUEL GAS CODE, THE NEW YORK CITY PLUMBING CODE — — AND THE NEW YORK CITY MECHANICAL CODE SHALL COMPLY WITH THE PROVISIONS OF BC 28-101.4.3.1. 112" 112' 112' 12" 112° 7. NEW WASTE LINES TO SLOPE%" PER 1'-0". NEWD LOCATIONN I (NEW SINK @NEW 1 ( 8. REMOVAL OF EXISTING PLUMBING TO BE IN ACCORDANCE WITH CHAPTER 3 OF THE 2014 (RELOCA D) 1 ILOCATION NEW SINK @ I NEW TLT@1 NYC PLUMBING CODE. I� EXST'G (RELOCATED) EXST'G LOCATION EXST'G LOC TIN 9. NEW PLUMBING IN KITCHEN AND BATHROOMS NEW 4�� EXTEkIOR TO BE IN ACCORDANCE WITH CHAPTERS 3, 4, 6, F.A.I. I) SWR I FIRST FL & 7 OF THE 2014 NYC PLUMBING CODE. ___/ _ y 10. KITCHEN: ALL FIXTURES TO BE REMOVED AND CO CO CO RELOCATED. FIXTURE COUNT TO REMAIN THE 3"WASTE LINE SAME. PLUMBING AND VENT LINES TO BE 3" WASTE LINE EXTENDED TO NEW LOCATION. 11. PRIMARY BATHROOM: ALL FIXTURES TO BE REMOVED AND RELOCATED. FIXTURE COUNT CELLAR TO REMAIN THE SAME. 12. SECONDARY BATHROOM: ALL FIXTURES TO BE CO CO REMOVED AND REPLACED WITH NEW AT EXISTING FIXTURE LOCATIONS. 13. LAUNDRY: WASHER MACHINE TO BE A NEW TO SANITARY EXISTING PLUMBING FIXTURE. SYSTEM HOUSETRAP 14. OVERALL PLUMBING FIXTURE COUNT INCREASED BY(1) ONE. PLUMBING RISER SCALE NTS ARCHITECT: DRAWING TITLE: PLUMBING RISER DIAGRAM REVISIONS SEAL: DATE:0710412024 SCALE: 114'=V-17 CiardulloNO. DESCRIPTION DATE �AED A&C DRAWN BY: G.VARTHALAMIS ARCHITECTURE&ENGINEERING,PC ���� DWG NO. 417 FIFTH AVE,8TH FL. HOUSE ADDITION AND RENOVATION _ ' NEW YORK,NY 10036 1730 OLD ORCHARD LANE Pi 00100 co T:(212)245-0010 ":` ;:.'>' www.ciardullo.com EAST MARION, NY 11939 0 Isas ��Q�