HomeMy WebLinkAbout52034-Z TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 52034 Date: 06/25/2025
Permission is hereby granted to:
Josephine E Porco
18 Sound Rd
Greenport, NY 11944
To:
Construct additions and alterations to an existing single-family dwelling as applied for.
Premises Located at:
340 Sound Rd, Greenport, NY 11944
SCTM#35.4-17
Pursuant to application dated 04/16/2025 and approved by the Building Inspector.
To expire on 06/25/2027.
Contractors:
Required Inspections:
Fees:
Single Family Dwelling- Addition &Alteration $736.00
CO Single Family Dwelling-Addition /Alteration $100.00
Total $836.00
Building Inspector
raa ,ye, TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
cop Telephone (631) 765-1802 Fax (631) 765-9502 lit! ,//www,soutlioldtownii gov
Date Received
APPLICATION FOR BUILDING PERMIT E C E a IS E
J
Y t
For Office Use Only
PERMIT NO. 5�o�/ Building Inspector.
Applications and forrris must be filled out m their�ntlreiy Incomplete Town c,i
applications will not be accepted Where the Applicant Is not the owners an
"
Ouvner's�Autho�izatiori for"m'(Page22�"shall be completed ' " '
Date: 08 APRIL 2025
OWNER(S)OF PROPERTY:
Name: JOSEPHINE PORCO SCTM,#1000- 85 011 - 17
Project Address: 18 SOUND ROAD GREENPORT, NY 11944
Phone#: 208-249-1002 Email: j.porco20@gmail.com
Mailing Address: 18 SOUND ROAD GREENPORT, NY 11944
CONTACT PERSON:
Name: ROBERT I. BROWN ARCHITECT P.C. AND ITS AGENTS
Mailing Address: 205 BAY AVE GREENPORT, NY 11944
Phone#: 581-477-9752 Email: info@rlbrownarchitect.com
DESIGN PROFESSIONALIi46RMATIO4 '
Name: ROBERT I. BROWN ARCHITECT P.C. AND ITS AGENTS
Mailing Address: 205 BAY AVE GREENPORT, NY 11944
Phone : 081-477-9752 Email: info@ribrownarchitect.com
CONTRACTOR INFORMATION:: <
Name:.
Mailing Address:
Phone#: Email:
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure ®Addition ®Alteration ❑Repair ❑Demolition Estimated Cost of Project:
❑Other $200,000
Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes ®No
s
1
PROPERTY INFORMATION,
Existing use of property: SINGLE FAMILY RESIDENTIAL Intended use of property: NO CHANGE
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
R-40 this property? ❑Yes *No IF YES, PROVIDE A COPY.
❑ Check Box After Reading: '',The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by
Chapter 236 of the Town Code.'APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building zone
Ordinance of the Town of Southold,Suffolk,County,New York and other applicable,Laws ordlnances or Regulations,for the construction of buildings,
additions,.alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,
housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary Inspections.False statements made herein are
punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law.
Application Submitted By(print name): RYAN SIDOR (AGENT) BAuthorized Agent ❑Owner
Signature of Applicant: Date: APPL OL Ilo 1O Z5.
CONNIE D.BUNCH
Notary Public,State of New York
STATE OF NEW YORK) No.01BU6185050
SS: Qualified In Suffolk County
COUNTY OF ) Commission Expires April 14,
RYAN S I DOR (AGENT) being duly sworn, deposes and says that (s)he is the applicant
(Name of individual signing contract) above named,
(S)he is the ROBERT I. BROWN ARCHITECT P.C. AND ITS AGENTS
(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
�d y of_ Al 120
Notary Public
PROPERTY OWNER AUTHORIZATION
(Where the applicant is not the owner)
I, ") residing at L /,Jy ).lg4v
do hereby authorize ROBERT I. BROWN ARCHITECT P.C. to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
Signature � _...
9n�r's g ure Date
Print Owner's Name
2
N. J. MAZZAFERRO P.E.
PO Box 57, Greenport,N.Y. 11944
Phone - 516-457-5596
Consulting Engineer
June 14, 2025 Desi n. Construction Ins eotio
Page 1 of 1
Town of Southold-Building Department
53095 Main Road
Southold NY 11971
Re: 18 Sound Road
Greenport,N.Y. 11944
District-1000, Section-35. Block-1 Lot-17
Inspection—Existing Septic System
On June 13, 2025, I verified the existing septic system at the noted location. The
inspection covered the location and size of the septic system components.
The inspection results are:
—The System includes a precast concrete septic tank (1000 gallon) and a precast concrete
leaching pool. The leaching pool is (8'diameter x 12% 0"deep) constructed with precast
concrete rings and has a concrete cover. System is performing as designed.
- The System size conforms to the SCDOH requirements for a four(4) bedroom house as
of the date of installation and approval. The size of the System components is based upon
SCDOH Standards.
- The System installation was approved for operation by Southold Town and is
referenced as Operation Permit No. 4365-R.
Result—Based upon inspection of this site and to the best of my knowledge, belief and
professional judgment, the Septic System, as installed, complied with the SCDOH
Requirements for a four (4) bedroom house.
OF Ne �
Nicholas J. Mazzaferro, P.E.
0
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5AO ?) 4 --- Am�5oRs
ISSUES/REVISIONS
RESIDENTIAL GENERAL NOTI=5
MISC. GENERAL NOTES CLIMATIC AND GEOGRAPHIC CRITERIA
1.THI5 PROJECT 15 THE CONSTRUCTION OF A COVERED DECK,SECOND STORY AEDITION,AND GROUND SNOW LOAD 20 P5F (PER FIG. I GO8.2 13CNYS 2020 35 ,
INTERIOR RENOVATION FOR AN EXISTING ONE AND A HALF STORY SINGLE FAMILY RESIDENCE, WIND SPEED(ULTIMATE DESIGN) 130 MPH (PER FIG. I GO9.30)13CNYS 2020
ZONED ASR-40 WINTER
DESIGN
TEMP ORY B (PER SECT. 1101.2G 13 NY52020 FROM TABLE N 1 102. 1 .2 (P,402. 1 .2) INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT
2.THE EXISTING HEIGHT OF THE STRUCTURE AS DEFIIIED BY THE BUILDING CODE cf NEW YORK STATE WINTER DESIGN TEMP I Ill' (PER TABLE N I 1 O I.2)
2020 15 23'-0".THE PROP05ED ADDITION WILL NOT INCREASE THE HEIGHT. FLOOD ZONE N/A (PER FEMA MAP)
FP05T LINE DEPTH 30
3.THE TYPE OF CONSTRUCTION IS TYPE V(5). WEATHERING PROBABILITY SEVERE (PER 13CNY5 2020
4.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2020 BUILDING CODE of NEW YOM DE51GN LOAD CALCULATIONS (UNIFORM LIVE LOADS) GLAZED BASEMENT 5LA13 CRAWL
STATE,2020 EXISTING BUILDING CODE of NEW YORK STATE,AND THE AF E PA WOOD FRAME CLIMATE FENESTRATION SKYLIGHT CEILING WOOD FRAME MASS WALL FLOOR
CONSTRUCTION MANUAL 2015 HIGH WIND EDITION. PER TABLE IG07.1 NBCNY5
SLEEPING
LNG ZONE U-FACTOR U-FACTOR FEN5HGC IN R-VALUE WALL R-VALUE R-VALUE R-VALUE WALL R.-VALUE SPACE WALL
5.DESIGN LOAD CALCULATION ARE BASED ON: ROOMS OTHER THAN SLEEPING 40 P51 SHGC R.-VALUE DEPTH R-VALUE
LIVE LOAD:AS PER TABLE R301.4,BUILDING CODE o1'NEW YORK STATE 2020. ATTICS\ ROOMS 30 P51
ATTIC Wlm LIMITED STORAGE 20 P51
DEAD LOAD:CALCULATED AS PER R301.3 AS PER BCNYS 2020. ATTICS WITHOUT STORAGE 10 PSI 4 0.32 0.55 0.40 49 20 OR 13+5 8/ 13 19 10/ 13 10, 21"T 10/ 13
SNOW LOAD:20 P51 GROUND SNOW LOAD(AS PER FIG.R301.2(5)BCNY5 2020. STAIRS 40 P51
WIND EXPOSURE CATEGORY'C',FOR 130 MPH 3 SECOND GUST.
LOCATION LIVE DEAD [)ELECT LIMIT
IST.FL. 40L8. 12 1/3GO NAILING SCHEDULE
2NDTL.(SLEEP AREA) 30 LB. 12 U3GO (PER AF d PA AMERICAN WOOD COUNCIL WFCM FOR
ATTIC(NON STORAGE) 20 LB. 10 U3GO ONE AND TWO FAMILY DWELLINGS 2015 513C HIGH WIND EDITION)
ROOF 20 LB. 15 U3GO JOINT DESCRIPTION NUMBER OF COMMON NAILS NAIL SPACING
G.THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE CONSTRUCTION MEAN5,METHODS, ROOF FRAMING
TECHNIQUES,SEQUENCES,OR PROCEDURES,OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN RAFTER TO TOP PLATE(TOE-NAILED) 3 PER RAFTER
CONNECTION WITH THE WORK. CEILING J015T TO TOP PLATE(TOE-NAILED) 3 PER J015T EX15TI NS'
THERE ARE NO WARRANTIES,NOR ANY MEPCHANTIBILITY OF FITNESS FOR A SPECIFIC USE EXPRESSED CEILING J015T TO PARALLEL RAFTER(FACE-NAILED) 3 EACH LAP
OR IMPLIED IN THE USE OF THESE PLANS. CEILING J015T LAPS OVER PARTITION((FACE-NAILED) 3 EACH LAP / ROOF RIDGE \
7.CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE STARTING CONSTRUCTION.DO NOT SCALE RIDGE STRAP(EACH END) 2 PER TIE
DRAWINGS.FOLLOW DIMENSIONS ONLY. BLOCKING TO RAFTER(TOE-NAILED) 2-8d EACH END PROPOSED
8.CONTRACTOR(5)SHALL FURNISH AND INSTALL ALL MATERIAL AND EQUIPMENT SHOWN,LISTED,OR RIM BOARD TO RAFTER(END-NAILED) 2-I Gd EACH END / DORMER
DESCRIBED ON THESE DRAWINGS SUBJECT TO QUALIFICATIONS,CONDITIONS,OR EXCEPTIONS AS WALL FRAM I NG
NOTED.CONTRACTOR SHALL FUPH15H ALL LABOR,SCAFFOLDING,AND TOOLS NECESSARY TO TOP PLATE TO TOP PLATE(FACE-NAILED) 2-1 Gd PER FOOT
TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-1 Gd JOIST EA.SIDE
COMPLETE THE WORK. STUD TO STUD(FACE-NAILED) 2-1 Gd 24"O.C.
9.ALL MATERIAL SHALL BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURES REQUIREMENTS HEADER TO HEADER(FACE-NAILED) I Gd I G"O.C.ALONG EDGES 8 I -� 20'-9'
AND SPECIFICATIONS. TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2-1 Gcl,3-1 Gd,4-1 Gd PER 2x4,2xG,2x8 RESPECTIVELY
10.CONTRACTOR SHALL OBTAIN ALL REQUIRED INSPECTIONS,APPROVALS AND CERTIFICATE OF BOTTOM PLATE TO FLOOR JOIST,BAND JOIST, EAST WE-9,
OCCUPANCY. END JOINT OR BLOCKING(FACE-NAILED) 2-1 Gd PER FOOT
DEMOLITION FLOOR FRAMING
1. CONTRACTOR SHALL DEMOLISH WALLS,FLOOR, AND EXISTING ROOF AS INDICATED ON DRAWINGS JOIST TO SILL,TOP PLATE TO GIRDER(TOE-NAILED) 4-8d PER JOINT EXI5TI NG ROOF RIDGE
AND AS NECESSARY,AND REMOVE ALL DEBRIS. BRIDGING TO J015T(TOE-NAILED) 2-8d EACH END
2. CONTRACTOR SHALL DO ALL PATCHING REQUIRED DUE TO REMOVAL OF EXISTING WORK AND OF BLOCKING TO J015T(TOE-NAILED) 2-8d EACH END LAND N/F
INSTALLATION OF NEW WORK,AS NECESSARY. BLOCKING TO SILL OR TOP PLATE(FACE-NAILED) 3-1 Gd EACH BLOCK \
3. ALL NEW WORK SHALL MATCH AND MEET FLUSH TO EXISTING WORK AS CLOSELY AS POSSIBLE UNLESS LEDGE STRIP TO BEAM(FACE-NAILED) 3-1 Gd EACH J015T
OTHERWISE NOTED. JOINT ON LEDGE TO BEAM(TOE-NAILED) 3-8d PER J015T PROPOSED \ OF
4. EXISTING STRUCTURE AND INTERIOR5 TO REMAIN SHALL BE PROTECTED A5 NECESSARY DURING BAND J015T TO J015T(END-NAILED) 3-1 Gd PER JOINT
DEMOLITION AND CONSTRUCTION. BAND J015T TO SILL OR TOP PLATE(TOE-NAILED) 2-1 Gd PER FOOT DORMERS J E M C 0 REALTY ASSOCIATES L L C
5. CONTRACTOR SHALL PROTECT EY15TING SERVICES TO REMAIN AND SHALL NOTIFY ALL UTILITIES AND ROOF 5H EATH I NG I '-5 I 1
TELEPHONE SERVICES AND MAKE ARRANGEMENTS FOR HOOK-UP,REMOVAL,OR CAPPING OF EQUIPMENT 5TRUCURAL PANELS 8d (TABLE 3.8) 27'-1"
AS NECESSARY. DIAGONAL BOARD SHEATHING
INC'OR I"x8" 2-8d PER SUPPORT
FOUNDATIONS I"xl O"OR WIDER 3-811 PER SUPPORT SOUTH NORTH G 1.ASSUMED 501L BEARING CAPACITY, 1,500 IbJ5q.Ft.
2.CONCRETE TO BE PLAIN,REINFORCED,3,000 p5r.-28 DAY TEST. CEILING SHEATHING 1,
3.ALL NEW FOOTINGS TO REST ON UNDISTURBED SOIL. GYPSUM WALLBOARD 5d coolers 7-EDGE/ 10'FIELD SKY �'LA N E D I AG f ZA M 6• o
GENERAL CONSTRUCTION WALL SHEATHING t
1.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION,EQUIPMENT AND SERVICES NECE55APYTO 5TRUCURAL PANEL 8d (TABLE 3.9)
COMPLETE ALL WOOD AND PLASTIC WORK REQUIRED BY THE DRAWINGS AS SPECIFIED HEREIN,OR FIBERBOARD PANELS 1 rr = 201-011
REASONABLY IMPLIED AS NECE55ARY TO COMPLETE THE WORK. 7/1 G' 8d 3-EDGE/G"FIELD P
2.FASCIAS,SOFFITS AND EXTERIOR TRIM SHALL MATCH EXISTING. 25/32" 861 3"EDGE/G"FIELD Q\l
3.INTERIOR TRIM SHALL MATCH EXISTING. GYPSUM WALLBOARD 5d coolers 7"EDGE/ 10"FIELD
4.FRAMING ELEMENTS: HARDBOARD 8d (TABLE 3.9)
A.ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE NO.2 PAPTICALBOAPD PANELS 8d (TABLE 3.9) O
OR BETTER. DIAGONAL BOARD SHEATHING , �♦
B.ALL ENGINEERED LUMBER SHALL BE AS INDICATED ON DRAWINGS,AND SHALL BE INSTALLED,CUT I"xG"OR I"x8" 2-8d PER SUPPORT �0 v
AND DRILLED IN ACCORDANCE WITH MANUFACTURERS REQUIREMENTS AND SPECIFICATIONS. I"x 10"OR WIDER 3-8d PER SUPPORT
C.ALL SHEATHING BE APA RATED,EXPOSURE 1.THICKNESS INDICATED. �� • / O �� ��
D.ALL SUB FLOORING TO BE APA RATED STUDD-I-FLOOR,EXPOSURE 1.3/4"MIN.m1CKNE5. FLOOR SHEATHING
E.ALL HEADER5 0-0"AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS,9'-0'AND OVER 5TRUCURAL PANELS
WITH TRIPLE UPRIGHTS.ALL HEADERS SHALL BE A MIN.OF(2)2"x8"OR AS SHOWN ON DRAWING. 1"OR LE55 8d G"EDGE/ 12"FIELD / 0
F.50LID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER 13CNY5 2020 GREATER THAN I" I Od G"EDGE/G"FIELD
OR AS NOTED @ 8'-0'O.C.MIN..PROVIDE 2'SPACE FOR AIR CIRCULATION IN ROOF. DIAGONAL BOARD SHEATHING �l
G.PROVIDE DOUBLE FRAMING AROUND ALL OPENINGS(STAIRS,ETC.)OR AS NOTED ON DRAWINGS. I NG"OR I N8" 2-8d PER SUPPORTH. t S
DRAWING O
PROVIDE DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON I"x 10"OR WIDER 3-8d PER SUPPORT / w .J
1.ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL
tS
CONNECTORS BY'51MP5ON'OR APPROVED EQUAL. / S
J.NAILING SCHEDULE SHALL BE AS PER BUILDING CODE of NEW YORK STATE 2020 A5 A MINIMUM.
ALL 2'xG'STUDS SHALL RECEIVE(5) 1 Od NAILS AT 511-L AND PLATE.ALL EXTERIOR NAILS SHALL BE -
GALVANIZED. SEE ATTACHED NAILING SCHEDULE. LAND N/F ;� V
K.PLYWOOD SHEATHING TO BE NAILED 8d NAIL'S @ 4"O.C.EXTERIOR EDGES AND Gd NAILS @ 12"
O.C.INTERMEDIATE. SEE ATTACHED NAILING 5CHEDLIIF.
L.ALL INTERIOR AND EXTERIOR FINISHES TO BE SELECTED BY OWNER. �� O 20 MARCH,2025
M.ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE O F / \
TYPE CONNECTORS BY"SIMPSON"OR APPROVED EQUAL.FOR TIMBER PILE FOUNDATIONS,PROVIDE
HURRICANE CUPS AT ALL PERIMETER JOISTS TO GIRDER CONNECTIONS. J EN N I FER S I N C LA I R P P
5.ALL NEW WINDOWS TO BE THERMAL INSULATED LON-E GLASS,WITH ARGON GAS,IMPACT RESISTANT AS
REQUIRED.
G.LOAD PATHS ARE INDICATED BY SECTION DRAWING'S. / THESE PLANS ARE AN INSTRUMENT OF SERVICE
�'
7.CONNECTIONS SHALL BE BUILT IN ACCORDANCE WITH ANSI/AF/d PA WCFM-1995.(5EE NAILING AND ARE THE PROPERTY OF THE ARCHITECT.
SCHEDULE) j .�,' / INFRINGEMENTS WILL BE PROSECUTED
8.FLASHING AT ALL WINDOW AND DOOR OPENINGS`_HALL BE EPDM OR APPROVED RUBBERIZED
MEMBRANE.
9.FLASHING AT ROOF CONNECTIONS,VALLEYS,CHIMNEYS AND CRICKETS SHALL BE ALUMINUM. �/\ / 2025 ALL RIGHTS RESERVED
10.
O.STEP FLASHING SHALL BE USED AT ALL INTERSECI"IONS OF SLOPED AND VERTICAL SURFACES,EXCEPT
STEP FLASHING AND COUNTER-AND CAP-FLASHING SHALL BE USED AT INTERSECTION OF ROOF AND
CHIMNEY,AND ROOF AND WAILS. CORN ER I I.INSULATION SHALL BE GATT INSULATION OF THICKNESS INDICATED ON THE DRAWINGS AND SHALL BE J
GLA5 lb. DENSITY FIBERMM STANDARD
NDAR CONFORMING O THE SPECIFICATIONS FOR PRE-FORMED FIBROUS h O LDDOWN
GLASS INSULATION.NAPPR STANDARD SI, 1 L 13E PROVIDED
DD-CELL INDICATED
FOAM INSULATION(R-G.5 PER
INCH)BY ICYNENE OR APPROVED EQUAL SHALL BE PROVIDED AS INDICATED ON DRAWINGS.
12.NEW INTERIORDWARF HALLRS SMALL MATCH
EXISTING.
LNG. t/ PO • GP�P o Robert I. Brown
13. NEW HARDWARE SHALL MATCH EXISTING. r
14.GYPSUM BOARD SHALL BE EASED EDGE TYPE,CONFORMING TO A5TM C3G,AND SHALL BE
'5HEETROCK 5W"BY U.5,GYPSUM CO.OR APPROVE[)EQUAL. GYPSUM WALLBOARD THICKNESS SHALL BE •
1/2" (fit O LAND N/F
Architect, P.C.
15.ALL NEW AND REPAIRED GYP.BOARD SHALL BE TAPED AND 5PACKLED THREE(3)COATS.ALL EXTERIOR EX 1 ST I N G SEPTIC SYSTEM O /
CORNERS SHALL HAVE METAL CORNER BEADS. (�(� O S / CO
FINISHES / ul� - / 2 (APPROX. LOCATION) OF
QQ�� 2o5 Bad Ave. Greenport NY
I. NEW WOOD FLOORS TO BE SELECTED BY OWNER,SANDED AND POLYURETHANE,3 COATS. Z ` \RV Info@ribrownarchitect.com
2. EXISTING WOOD FLOORS SHALL BE PROTECTED,SANDED AND REFINISHED AS IIECE55ARY. (�,v TO REMAIN G R EEN P 0 R T REALTY
3. CERAMIC TILE FLOOR SHALL BE SELECTED BY OWNER AND INSTALLED WITH THNJ SET ADHESIVE. ///� \\ 1r V 631 477 9752
4.EXTERIOR PAINT SHALL BE LATEX ACRYLIC BY BENJAMIN MOORE OR APPROVED EQUAL,APPLIED
IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. COLOR TO / L L C 11
BE SELECTED.
5.EXISTING INTERIOR WALLS AND CEILINGS IN ROOMS AFFECTED BY THE WORK SHALL BE CLEANED PROPOSED COVERED DECK 'N
AND REPAINTED. NEW WALLS AND CEILINGS SHALL BE SEALED AND PAINTED.PAINTING SHALL BE
TWO (2)COATS BENJAMIN MOORE AQUA PEARL LATIE(PAINTED,COLOR TO BE SELECTED. RIDGE CROSS SECTION END VIEW P / v O L'C
G. INTERIOR TRIM SHALL BE SANDED SMOOTH,PRIMED,AND FINISHED WITH TWO(2)COATS P\ / , O� AND SECOND STORY 0• IT IS A VIOLATION OF THE LAW FOR ANY PERSON,
BENJAMIN MOORS LATEX ACRYLIC SEMI-GLOSS PAINT. 6 ✓ � / / UNLESS ACTING UNDER THE DIRECTION OF A
Hvac ADDITION \� / LICENSED ARCHITECT,TO ALTER ANY ITEM ON
�• -�0� /�
1.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION.EQUIPMENT AND SERVICES S O ,O THIS DRAWING IN ANY WAY. ANY AUTHORIZED
NECESSARY TO PROVIDE A HVAC SYSTEM TO HEAT AND COOL THE LIVING SPACES / �\ / ALTERATION MUST BE NOTED,SEALED,AND
AS REQUIRED BY THE DRAWINGS AND SPECIFICATIONS AND THE 2020 MECHANICAL / / �� DESCRIBED IN ACCORDANCE WITH THE LAW.
CODE of NEW YORK STATE,OR REASONABLY IMPLIED A5 NECE55ARY TO COMPLETE A
TO WORK. \ A 1
2.EXISTING BOILER TO REMAIN.
3.EXISTING AIR HANDLERS AND CONDITIONERS TO REMAIN,EXTEND DUCTWORK AS u' -N` A ✓� •
NECESSARY.
4.PROVIDE AIR-HANDLERS,DUCTWORK,AND CONTROLS AS NECE55APYT0
COMPLETE THE WORK FOR AIR CONDITIONING IN ALL ZONES. I I ^G�, \ ` / p �A,:' ' R,,r,', •4
PLUMBING G✓ 0 t E� a ..,�:w
/ / S. ..u •; ... t
I.PROVIDE ALL LAf30R,MATERIALS,TRANSPORTATION, EQUIPMENT,AND SERVICES � O •J� V r.-'+= t 1
NECESSARY TO COMPLETE ALL NEW PLUMBING WORK.REQUIRED BY THE DRAWINGS
REASONABLY IMAND PNS AND THE LIED ED AS NECESSO20 PWM131NG CODE ARY TO COMPLETE 7HEfW WORK.
STATE,OR "y�h' •O )/ / ' ;,, '��,V /f d(
2.CONFORM TO THE NEW YORK STATE ENVIRONMENTAL CONSERVATION LAW WITH
REGARD5 TO WATER SAVING AND CONSERVATION. ALL FIXTURES SHALL BE ON THE x
} 'APPROVED"LIST OF CERTIFIED WATER SAVING PLUMPING FIXTURES"AS PUBLISHED B EXISTING
Y 3` O�/�\ / / LAND N/F
THE NEW YORK STATE DEPARTMENT OF ENVIP.ONMEN•FAL CONSERVATION.
3. ALL WORK ON THE PLUMBING SYSTEM SHALL BE PERFORMED BY OR UNDER THE o 1 112 STY. 11 A-
5UPERV1510N OF A PROPERLY LICENSED MASTER PLUMBER. UPON COMPLETION,THE
PLUMBER SHALL PROVIDE A SOLDER CERTIFICATE AS REQUIRED BY THE TOWN OF SOUTHOLD. DWELLING t ° OF
4.THE CONTRACTOR SHALL OBTAIN,SUBMIT,AND PAY FOR ALL PERMITS, #3 4 0 1 S 1 S TEVEN �c CAR 0 LYN G R EER CLIENT/OWNER
CERTIFICATIONS,LICENSES AND INSPECTIONS A55 REQUIRED BY LOCAL,STATE,AND
FEDERAL AUTHORITIES,AND ANY OTHER APPLICABLE JURISDICTION.
ELECTRICAL PORCO
1.FURNISH ALL LABOR,MATERIALS,EQUIPMENT,PLANT,TOOLS,AND SERVICES FLOOR P
NECE55ARY AND REQUIRED FOR PROPER AND COMPLETE INSTALLATION OF ALL NEW
ELECTRICAL SYSTEMS AND RELATED WORK INCLUDING',,BUT NOT LIMITED TO: JOIST • JOSEPHINE
CONNECTIONS TO PREVIOUSLY INSTALLED ELECTRICAL SYSTEMS,WIRING,LIGHTING,
SERVICES,FEEDERS,DISTRIBUTION AND PROTECTION EQUIPMENT,CONNECTIONS TO
APPLIANCES, GROUNDING,AND ALL INCLUDING ALL CONNECTIONS AND DEVICES / 18 SOUND ROAD
WITHIN THE SCOPE OF THE WORK AS SHOWN ON THE APPLICABLE DRAWINGS AND
AND 5PCIFICATION5 AND AS NORMALLY SPECIFIED IN THI5 TYPE OF PROJECT AND GREENPORT, NY 11944
INCLUDING CONNECTIONS TO PREVIOUSLY INSTALLED TRANSFORMERS AND
ELECTRICAL D15TRI13UTION SYSTEMS. \ `
2.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2020 BUILDING CODE N\.
Gof NEW YORK STATE,THE NATIONAL ELECTRICAL CODE,NFPA NO,70-2017(NEC), a 0� �� O • / PROJECT TITLE
LOCAL UTILITY STANDARDS,OCCUPATIONAL SAFETY AND HEALTH CAT(OSHA),THE 3
NATIONAL ELECTRICAL MANUFACTURERS'A55OCIATICN(NEMA)AND ANY OTHER
APPLICABLE CODES. IN THE EVENT OF CONFLICT,THE MORE STRINGENT a / .� ADDITION AND
REQUIREMENTS WILL APPLY. _13 /
3.ALL PRODUCTS USED FOR ELECTRICAL WORK SHALL BEAR THE UNDERWRITERS
LABORATORIES,INC.LABEL AND BE SUITABLE FOR THE ENVIRONMENT IN WHICH THEY = 71
LOT COVERAGE: RENOVATIONS
WILL BE INSTALLED.
4.ALL WORK ON THE ELECTRICAL SYSTEM SHALL BE PERFORMED BY OR UNDER THE FLOOR /
SUPERVISION OF A R SHALL OBTAIN,5U MASTER ELECTRICIAN.FOR
Joisr `o, / O 2$ LOT AREA: 10,077.4 S F
5.THE CONTRACTOR SHALL OBTAIN,SUBMIT,AND PAY FOR ALL PERMITS,LICENSES 6
AND INSPECTIONS AS REQUIRED BY THE LOCAL,STATE,AND FEDERAL AUTHORITIES, /
AND ANY OTHER APPLICABLE JURISDICTION.
G.CARBON MONOXIDE DETECTORS IN CONFORMANCE WITH APPLICABLES CODE / DRAWING TITLE
SHALL BE CONNECTED TO THE LIGHTING CIRCUITS WITH NO INTERVENING WALL_ EXISTING STRUCTURE: 1081 .9 SF
SWITCH. LINE CORD-CONNECTED,DIRECT PLUG-IN,AND BATTERY POWERED ALARMS /
ARE NOT ACCEPTABLE. ALARMS SHALL BE INSTALLED ON EACH LEVEL ON WHICH 51TE PLAN EXISTING GARAGE• 508.5 SF GENERAL NOTES
SLEEPING QUARTERS ARE LOCATED.
7.SMOKE DETECTORS IN CONFORMANCE WITH THE 2020 BUILDING CODE of NEW
YORK STATE,THE NFPA NATIONAL FIRE ALARM CODE IVO.72-1993 SHALL BE SITE PLAN
PROVIDED OUTSIDE EACH SEPARATE SLEEPING AREA,IN EACH 5PLEEPING AREA,AND
ON EACH FLOOR LEVEL.
5.CONTRACTOR SHALL COORDINATE WITH OWNER'S ALARM COMPANY FOR 5MOKE UPLIFT CONNECTIONS / Q�P� j SCALE: I " = 10'-011 STRUCTURE ADDITION: +3 G G.0 S F
AND BURGLAR ALARMS AS NECESSARY.
EXISTING EXCEPT AS NOTED SCALE
V40
CONNECTIONS DETAIL LLL��'
TOTAL: 195G.4 SF 23 JUNE,2025
SCTM: 1000-3 5- 1 - 17 E (� (� (� W (� DRAWING NO.
�} Lit luJ L� U U I�
ZONED: R-40 TOTAL COVERAGE:
jr-
AREA: 10,077.4 SF (0.23 AC) 195G.4 / 10,077.4 = 1 9.4%
J U N 2 5 2025
PILY'rlrlinq Dipp frsrrat
TOv,In of 19est,'}t!z4C�
ISSUES/REVISIONS
WINDOW SCHEDULE
MODEL 51ZE TrE LITE QUANTITY NOTES
A TW 304G 3'-2" x 4'-9" DH - 2 EGRE55
B TW 21032 3'-0" x 3'-5" DH - 4
NOTE: ALL WINDOWS TO BE ANDER5EN 400 SERIES
NOTE: ALL WINDOWS TO BE WHITE INTERIOR AND EXTERIOR
17-5" 32'-8"
1 G'-4" 70,
NEW WOOD STEPS G'-9" 6'-9"
TO CODE (IYP.)
i
0
REINFORCE WALL
10"SQUA C LUMN (3) 13/4"x 14" 2.OE MIGROLLAM LVL GIRDER STUDS AS NECESSARY i i i — NEW 2x6 EXTERIOR CONSTRUCTION
CD-X RATED PLYWOOD SHEATHING
VAPOR BAPRIER
N i SIDING T MATCH EXISTING
2"CLOSEI CELL SPRAY-IN FOAM INSULATION (R 13)
IT
N ; R-15 BAT1 INSULATION
cr) PROPOSED COVERED DECK
p 171 5F t� -� ao MARCH,2025
REMOVE EXISTING DECK EXISTING LIVING ROOM NEW 2x4 INTERIOR jON5TRUCTION B
NEW WOOD DECKING TO BE TO REMAIN NEW%Z" SHEETROCK bN WALLS AND CEILI G
SELECTED BY OWNER TAPE, SPACKLE, AND PAINT 3 COATS THESE PLANS ARE AN INSTRUMENT OF SERVICE
N N N m ! NEW FLOOR TO BE L VEL WITH EXISTING AND ARE THE PROPERTY OF THE ARCHITECT.
N ; C` NEW FLOORING TO SELECTED BYO ERORING INFRINGEMENTS WILL BE PROSECUTED
— O NEW GOG8 r` N
2025 ALL RIGHTS RESERVED
EXTEND EXISTING BRICK
[////
PROPOSED BEDROOM PROPOSED BEDROOM O CHIMNEY AS NECESSARY
BUILT INPRO -D 12'-0"STORAGETH ROOGOG8 GOG8
Robert I. Brown
`° - - Architect, P.C.
PROPOSED REMOVE EXISTING DOOR N
N
z MUDKOOM FRAME AS NECESSARY
N 7'-I I I/2° 8'-0" N Zo Bay Ave. Greenport NY
c0 NEW 5HEETROCK TO MATCH EXISTING 5
28G8 28G8 % info@ribrownarchitect.com
UN 80 6 1 2
JNI NEW INTERIOR DOORS
O TO MATCH EXISTING NEW TILE FLOOR 3 -477-975
REMOVE EXISTING DOOR m
� IN BATHROOM
EXISTING ELECTRIC METER IN UP O 4'-5" GOG8 I GG8 0Ln
THIS LOCATION TO REMAIN EXISTING N STAIR ; IT IS A VIOLATION OF THE LAW FOR ANY PERSON,
2
TO REMAIN 36 VANITY
p LA N RY UNLESS ACTING UNDER THE DIRECTION OF A
J p 1
C\j /,, LICENSED ARCHITECT,TO ALTER ANY ITEM ON
DTHIS DRAWING IN ANY WAY. ANY AUTHORIZED
CUT AND REMOVE EXISTING FLOOR JOISTS AS NECESSARY ALTERATION MUST BE NOTED,SEALED,AND
EXISTING KITCHEN WALL TO REMAIN EXISTING OFFICE _ DESCRIBED IN ACCORDANCE WITH THE LAW.
PROVIDE TEMPORARY BRACE AND SUPPORT FOR EXISTING FLOOR r TO REMAIN m O
NEW(2) 1 1/4'x 74" 2.OE MICOLLAM LVL FLUSH BEAM I I U N Q
SEE FOUNDATION PLAN I I z O
4068 4068 :� E,._D L
EXZLISTING STAIR �p c '
NEW BASEMENT STAIR I I TO REMAIN `r x
w
N
RISE: 8 I I
RUN: 9"
RISERS: I I J L DOWN z
3G" HANDRAIL TO CODE -—- - -— - -—- - - - Q EXISTING BEDROOMLi
w EXISTING KITCHEN CLIENT/OWNER
TO REMAIN
EXISTING BATHROOM PORCO
TO REMAIN
- - - - - - - - - - - - - - - - � JOSEPHINE
EXISTING LIVING ROOM TO REMAIN
18 SOUND ROAD
GREENPORT, NY 11944
PROJECT TITLE
ADDITION AND
RENOVATIONS
DRAWING TITLE
n fRST FLOOD PLAN SECOND FLOOD FLAN FLOOR PLAN
SCALE: I/4" = I'-0"
SCALE: I/4" = I'-O" ELEVATIONS
EXISTING EXCEPT AS NOTED EXISTING EXCEPT AS NOTED
23 JUNE,2025 SCALE
DRAWING NO.
ISSUES/REVISIONS
APPROX. SEPTIC PIPE
LOCATION V.I.F.
3G"x 3G"x 12" POURED 30"x 30"x 12"POURED
CONCRETE FOOTER w/(3)#5 CONCRETE FOOTER w/(3):#5 12 12
REBAR IN EACH DIRECTION. REBAR IN EACH DIRECTIO 9 p �9
MINIMUM 3'-0" BELOW GRADE MINIMUM 3'-0" BELOW GRADE
ON UNDISTURBED SOIL. ON UNDISTURBED SOIL. SLOPE DOWN SLOPE DOWN
(2) 2x8 P.T. GIRDER I I (2) 2x8 Pk. GIRDER — — — — — — —
8'-8 1/2" 8'-8 1/2" I {
N
I � 1
O
REMOVE EXISTING DECK v
8" POURED CONCRETE Up EXISTING CRAWL SPACE I I
FOUNDATION WALL w/#5 TO REMAIN I I
REBAR CONTINUOUS _
I G"x 8" POURED CONCRETE cv
CONTINUOUS. MINIMUM 3'-0"
FOOTING w/( #5 REBAR 3x8 .T. LEDGER BOARD ANCHORED TO EXISTING STRUCTURE(2)TWICE @ 24"O.C.
_
BELOW GRADE ON = _ _ _ = I NEW 2x 10 RAFTERS @ I G O.C. NEW 2x 10 RAFTERS @ I G O.C.
UNDISTURBED SOIL. I .' �' : CD-X RATED PLYWOOD SHEATHING CD-X RATED PLYWOOD SHEATHING
:... . ..:. .. ._ ...':. ISTING o R____ __ ____ ____ ________'__ ANCHOR TO EX z MARCH,
i f— —' FOUNDATION I VAPOR BARRIER VAPOR BARRIER
REMOVE EXISTING DECK I I ASPHALT SHINGLE ROOFING TO MATCH EXISTING ASPHALT SHINGLE ROOFING TO MATCH EXISTING
EX15TING CONCRETE BASEMENT 5TAIR5 TOREMA N Z\
THESE PLANS ARE AN INSTRUMENT OF SERVICE
PROPOSED RAWL SPACE AND ARE THE PROPERTY OF THE ARCHITECT.
NEW HATCH DOOR CH I 1 INFRINGEMENTS WILL BE PROSECUTED
BASEMENT,TO MATCH � I �;a I 2 RAT SLA� 12 1 2
AND BE FLUSH WITH I I I 3 _Q 3 2025 ALL RIGHTS RESERVED
NEW DECKING I „ I I SLOPE DOWN SLOPE DOWN
ANCHOR TO EXISTING — —
FOUNDATION / / T OPENING IN EX1 I Robert I. Brown
' I . EXISTINGING FOUNDATION
I WALL I I Architect, P.C.
REMOVE AND I I
EXCAVATE EXISTING __ NEW/4"STEEL COLUMN APPROX. SEPTIC PIPE I I
CONCRETE RETAINING , NEVl�4"x 24"x 12" LOCATION V.I.F.
zo Bad Ave. Greenport NY
WALL AND EARTH. I i I NEW ED CONCRETE FOOTS I uj I lnro@ribrownarchitect.com
NEW 4" POURED / I/ t AD REOBAR IN EACH ( C
CONCRETE SLAB TO BE 631-477-9752
LEVEL w/EXISTING. {
C�
z+ —
, NEEB� (2) 3/a y EXISTING CONCRETE
I 1 "x 7 " 2.OE � — �J
MICOLIAM LVL FLUSH BEAM RETAINING WALL TO
/ I REMAIN = IT IS A VIOLATION OF THE LAW FOR ANY PERSON,
UNLESS ACTING UNDER THE DIRECTION OF A
NEW BASEMENT STAIR / / i 3 LICENSED ARCHITECT,TO ALTER ANY ITEM ON
RUN: 9" ! /I I z THIS DRAWING IN ANY WAY. ANY AUTHORIZED
ALTERATION MUST BE NOTED,SEALED,AND
RISERS: 11 < DESCRIBED IN ACCORDANCE WITH THE LAW.
i LI — I / EXISTING DROP BEAM
3G" HANDRAIL TO CODE —z ——� — ——e— —o--
�•) I I__ EXISTING COLUMN I EXISTING RIDGE TO REMAIN
NEW 4"STEEL OLUMN (TYP•)
NEW 24"x 24" c 12"
POURED CONC E FOOTER
w/#5 REBAR IN EACH
DIRECTION. 11�
EXISTING BASEMENT EXISTING CONCRETE — r — — — — — — — — —RETAINING WALL TO f � KIN
REMAIN I I O1STING ROOF
EX15TING CONCRETE
RETAINING WALL TO � — — � � CLIENT/OWNER
REMAIN
PORCO
EXISTING DORMERS EXISTING DORMERS
TO REMAIN TO REMAIN JOSEPHINE
18 SOUND ROAD
GREENPORT, NY 11944
FOUNDATION PLAN ISO O F PLAN PROJECT TITLE
SCALE: I/4" = I'-O" SCALE: I/4" = I'-O" ADDITION AND
EXISTING EXCEPT AS NOTED EXISTING EXCEPT AS NOTED RENOVATIONS
DRAWING TITLE
FOUNDATION PLAN
ROOF PLAN
SCALE
23 JUNE,2025
1/4"=i-o
DRAWING NO.
ISSUES/REVISIONS
ALIGN WITH EXISTING RIDGE ALIGN WITH EXISTING RIDGE
12 12
3v v3
NEW ASPHALT SHINGLE ROOFING TO MATCH EXISTING
G"
i
i -
OB B
O NEW SIDING TO MATCH EXISTING
O A
12 - 12
NEW SIDING TO MATCH EXISTING
o G. NEW ASPHALT SHINGLE ROOFING TO MATCH EXISTING
60
N
EXISTING STRUCTURE TO REMAIN
NEW TRIM TO MATCH EXISTING NEW TRIM TO MATCH EXISTING NEW TRIM TO MATCH EXISTING
NEW GUTTERS TO MATCH EXISTING NEW GUTTERS TO MA CH EXISTING NEW GUTTERS TO MATCH EXISTING
,ICI �$ji i I f I
ii Ili i i
LI, 10"SQUARE COLUMN
i--i
EXISTING WINDOW TO REMAIN
i
EXISTING ELECTRIC METER IN
THIS LOCATION TO REMAIN
— I �
10'-3" 7'-G 1/2"
EAST ELEVATION (REAR) NORTH ELEVATION (SIDE).
SCALE: 1/4" = I'-0" SCALE: 1/4" = 1'-0"
EXISTING EXCEPT AS NOTED EXISTING EXCEPT AS NOTED
20 MARCH,2025
THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF THE ARCHITECT.
NEW 2x 10 RAFTERS @ I G O.C. INFRINGEMENTS WILL BE PROSECUTED
CD-X RATED PLYWOOD SHEATHING
VAPOR BARRIER 2025 ALL RIGHTS RESERVED
NEW 2x I O RAFTERS @ I O.C. 7.5" CL05ED CELL SPRAY-IN FOAM INSULATION (R-49)
CD-X RATED PLYWOOD SHEATHING VAPOR BARRIER ASPHALT SHINGLE ROOFING TO MATCH EXISTING ALIGN WITH EXISTING RIDGE
ASPHALT SHINGLE ROOFING TO MATCH EXISTING ALIGN WITH EXISTING RIDGE
V .
12 12 Robert I. Brown
3 C7=" 3 2x8 CEILING JOISTS @ I G"O.C. 71
Architect, P.C.
2x8 CEILING JOISTS @ I G"O.C.
N N N N N N N N N N N
zo Bax Ave. Greenport NY
(2) 2x8 H DER(fYP.)
-- -_--- in o@ribrownarchitect.com
NEW 2xG EXTERIOR CONSTRUCTION NEW 2x4 INTERIOR 631-477-9752
CD-X RATED PLYWOOD SHEATHING CONSTRUCTION
NEW 2xG EXTERIOR CONSTRUCTION VAPOR BARRIER
CD-X RATED PLYWOOD SHEATHING
SIDING TO MATCH EX15TING Q
VAPOR BARRIER 2"CLOSED CELL SPRAY-IN FOAM INSULATION (R-13) NEWYZ 5HEETROCK ON WALLS AND CEILING
SIDING TO MATCH EXISTING Q 1.
R-15 BATT INSULATION IT IS A VIOLATION OF THE LAW FOR ANY PERSON,
2"CLOSED CELL SPRAY-IN FOAM INSULATION (R-13) '� NEWN SHEETROCK ON WALLS AND CEILING TAPE, SPACKLE, AND PAINT 3 COATS UNLESS ACTING UNDER THE DIRECTION OF
R-1 5 BATT INSULATION 12 TAPE, SPACKLE, AND PAINT 3 COATS 12 NEW FLOOR TO BE LEVEL WITH EXISTING LICENSED ARCHITECT,TO ALTER ANY ITEM ON
9 9 THIS DRAWING IN ANY WAY. ANY AUTHORIZED
NEW FLOOR TO BE LEVEL WITH EXISTING 3/a' PLYWOOD SUBFLOOR HEXISTING BATHROOM TO REMAIN ALTERATION MUST BE NOTED,SEALED,AND
PLYWOOD SUBFLOOR NEW FLOORING TO BE SELECTED BY OWNER DESCRIBED IN ACCORDANCE WITH THE LAW.
NEW FLOORING TO BE SELECTED BY OWNER 2x 10 J015T5 @ I G"O.C. w/R-30 13ATT INSULATION EXISTING JOISTS TO REMAIN EXISTING JOISTS TO REMAIN
NEW TRIM TO MATCH EXISTING I NEW TRIM TO MATCH EXISTING
NEW GUTTERS TO MATCH EXISTING NEW 2x 10 JOISTS @ I G O.C. NEW 2x 10 JOISTS @ I G O.C. rm NEW GUTTERS TO MATCH EXISTING (3) 13/4'x 14" 2.OE MICROLIAM LVL GIRDER NEW AZEK I xG BEADBOARD
w/ R-30 BATT INSULATION CLAD w/AZEKTRIMB ON PORCH CEILING
a r •,{,"'. "• �,�q �;,'�
REMOVE EXISTING ROOF W AZEK I xG BEADBOARD ON PORCH CEILING (3) 13/4"x I ' 2.OE MICROLLAM LVL GIRDER ".
AND CEILING
REPAIR AND PATCH CLAD w/AZE TRIMBOARD
EXISTING STAIR 1, :
WALLS AS NECESSARY TO REMAIN
GxG POST,CLAD 3x8 P.T. LEDGER BOARD
GxG POST, LAD 10" SQUARE COWMN ANCHORED TO EXISTING
STRUCTURE(2)TWICE @ 24"O.G. ,+
I O" SQUA COLUMN CUT AND REMOVE EXISTING FLOOR JOISTS AS NECESSARY
EXISTING KITCHEN WAIL TO REMAIN
PROVIDE TEMPORARY BRACE AND SUPPORT FOR EXISTING FLOOR
NEW WOOD DECKING NEW(2) 1 3/4"x 7Y2" 2.OE MICOLLAM LVL FLUSH BEAM
tj TO BE SELECTED BY OWNER SEE FOUNDATION PLAN
NEW WOOD DECKING TO BE EIJ CTED BY OWNER (2) 2x8 P.T. GIRDER 2x8 P.T. JOISTS @ I G"O.C. 2x8 JOISTS @ I G"O.C.
CLIENT/OWNER
F�CISTING FLOOR TO REMAIN NEW WOO STEPS (TYP.) SECURED w/POST HOLDERS
2x8 P.T. JOISTS @ I G"O.C. EXISTING DROP BEAM
(2) 2x8 P.T. GIRDER TO 1
MAIN
GxG P.T. POST
14" dia. 50NOTUBE JOSEPHINE
o PROPOSED CRAWL SPACE REMOVE AND
10" dia. SONOTUBE 14"dia. SONOTUBE o cn 2" RAT SLAB NEW
BASEMENT TAIR EXCAVATE EX15TING
CONCRETE RETAINING 18 SOUND ROAD
EXISTING CRAWL SPACE TO REMAIN ,
m RUN: 9" WALL AND EARTH. GREENPORT NY
RISERS: I I NEW 4" POURED 944
3G"x 3G"x 12"POURED CONCRETE SLAB TO BE EXISTING FOUNDATION TO REMAIN , 11
CONCRETE FOOTER w/(3)#5 LEVEL w/EXISTING.
30"x 30"x 12" POURED 3G"x 3G"x 12" POURED REBAR IN E
CONCRETE FOOTER w/(3)#5 CONCRETE FOOTER EACH DIRECTION. PROJECT TITLE
w/(3)#5 MINIMUM AC BELOW GRADE
REBAR IN EACH DIRECTION. REBAR IN EACH DIRECTION. ON UNDISTURBED SOIL. ADDITION
AND
MINIMUM 3'-0" BELOW GRADE MINIMUM 3'-0" BELOW GRADE 17 1J 1 1 1V 1�1V
ON UNDISTURBED SOIL. ON UNDISTURBED SOIL. NEW 4"STEEL COLUMN NEW 4"STEEL COLUMN RENOVATIONS
SECTION V NEW 24"x x I NEW 24"x 24"x 12"
POURED CONCRETE
FOOTER POURED CONCRETE FOOTER
IS)E CT 10 N A DIRECTION.
IN EACH DIRECTION.N IN EACH
SCALE: 1/4" = I'-0" DRAWING TITLE
SCALE: 1/4" = 1'-0" EXISTING EXCEPT AS NOTED
EXISTING EXCEPT AS NOTED SECTIONS AND
ELEVATIONS
SCALE
23 JUNE,2025 1/4 i-0"
=
DRAWING NO.
ISSUES/REVISIONS
3'0 VENT 3"0 VENT
PROPOSED BATHROOM EX15TING MASTER BATHROOM
SHOWER WA5HING SHOWER
d MACHINE a
TOILET SINK SINK TOILET SINK
g �?' 'y
SECOND FLOOR SECOND FLOOR
EXISTING BASEBOARD RADIATOR
SYSTEM TO BE EXTENDED TO NEW 3"0 VENT
BEDROOMS, PROVIDE NEW PIPES
AND RADIATORS AS NECESSARY
PROPOSED BATHROOM EXISTING BATHTOOM DCISTING KITCHEN
5HOWER 5HOWER DISH
b WA5HER
SINK
TOILET 51NK TOILET SINK
FIRST FLOOR FIRST FLOOR
TO 505TING 5EFTIC SYSTEM
PLUMBING R15ER
zo MARCH,2025
NOT TO 5CALE
3 THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF THE ARCHITECT.
INFRINGEMENTS WILL BE PROSECUTED
40C)- 2025 ALL RIGHTS RESERVED
� SD SD
\ O♦ SD CO
i VENT Robert I. Brown
Architect, P.C.
3 0 UP Zo5 Bay Ave. Greenport NY
n ELECTRICAL LEGEND info ribrownarchltect.com
WASHER DRYER Y
631-477-9752
_ LIGHT SWITCH
= THREE WAY
D = DIMMER
TO EX STING BN EMENT LIGHTS ® JAM SWITCH IT IS A VIOLATION OF THE LAW FOR ANY PERSON,
OUTLET LICENSED ARCHITECT,TO ALTER ANY ITEM ON: UNLESS ACTING UNDER THE DIRECTION OF A
CFI= GROUND FAULT INTERUPT THIS DRAWING IN ANY WAY. ANY AUTHORIZED
i = VOLT
4 = QUAD OUTLET ALTERATION MUST BE NOTED,SEALED,AND
4 AD
DESCRIBED IN ACCORDANCE WITH THE
FIXTURE W.
S= SURFACE MOUNT PROVIDED BY OWNER
r—T R= RECESSED PROVIDED BY CONTRACTOR
{f} FO WALL SCONCE al:
DOWN PHONE '
A
DOWN 1 �— CABLE 5E NETWORK CABLE><
,
Q SPEAKERS
® ALARM KEYPAD
4T THERMOSTAT
® VENT
0 SD SMOKE DETECTOR
CLIENT/OWNER
CO CARBON MONOXIDE DETECTOR PORCO
EPH ELEC. PANEL HEATER OSEPHIN— J E
PHONE/COMM. 18 SOUND ROAD
— — LIGHT TRACK GREENPORT, NY 11944
PROJECT TITLE
FIRST FLOOD PLAN SECOND FLOOD PLAN ADDITION ANDRENOVATIONS
SCALE: 1/4" = I'-0" SCALE: 1/4" = I'-0"
EXISTING EXCEPT AS NOTED EXISTING EXCEPT AS NOTED
DRAWING TITLE
ELECRICAL PLAN
PLUMBING RISER
SCALE
23 JUNE,2025 1/4,_i-0,
DRAWING NO.
lz