HomeMy WebLinkAbout52256-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#: 52256 Date: 09/11/2025
Permission is hereby granted to:
Wohltman LR Trust
PO BOX 260
Cutchogue, NY 11935
To:
Construct a sunroom addition to an existing single-family dwelling as applied for per Trustees
approval.
Premises Located at:
4955 Moores Ln, Cutchogue, NY 11935
SCTM# 116.-2-3
Pursuant to application dated 02/25/2025 and approved by the Building Inspector„
To expire on 09/11/2027.
Contractors:
Required Inspections:
Fees:
Single Family Dwelling- Addition&Alteration $421.50
CO Single Family Dwelling-Addition /Alteration $100.00
Total $521.50
Building Inspector
r � r TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
• Telephone (631) 765-1802 Fax (631) 765-9502 litt as:/l �w.sotitlioldtownn .P
Date Received
APPLICATION FOR BUILDING PERMIT
1'r,
L7 V V 4
For Office Use Only
PERMIT NO. a�SBuilding Inspector: F E B 2 5 202,5
Applications and forms must be fiiled,out in their entirety.Incomplete �a
applications will not be accepted Whereshe Applicant is not the owner,an
i Owner's Authorization form(Page 2)shall,be completed:
Date: 24 FEBRUARY 2025
OWNER(S)OF PROPERTY:
Name:LUCY AN LTMAN + MICHELE SWEENEY SCTM # 1000- 116. - 2 - 3
Project AcicQs OORES LANE CUTCHOGUE, NY 11935
Phone#: 415-699-5181 Email:
Mailing Address: 4995 MOORES LANE CUTCHOGUE, NY 11935
CONTACT PERSON:
Name: ROBERTI. BROWN ARCHITECT P.C. AND ITS AGENTS
Mailing Address: 205 BAY AVENUE GREENPORT,NY 11944
Phone#: 631-477-9752 Email: info@ribrownarchitect.com
DESIGN PROFESSIONAL INFORMATION:
Name: ROBERT I. BROWN ARCHITECT P.C. AND ITS AGENTS
Mailing Address: 205 BAY AVENUE GREENPORT,NY 11944
Phone#: 631-477-9752 Email: info@ribrownarchitect.com
CONTRACTOR INFORMATION
Name:
Mailing Address:
Phone#: Email.
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure ®Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
EOther sunroom addition $ 20,000
Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes ANo
1
PROPERTY INFORMATION
Existing use of property: SINGLE FAMILY RESIDENTIAL Intended use of property: NO CHNGE
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
R-40 this property? ❑Yes RNo 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
Chapter236 of the Town Code: APPLICATION�IS JHEREBY MADE tothe-Building,Department for the Issuance of a Building Permit pursuant to the Building Zone '
Ordinance of the Town of Southold,Suffolk;`Co[/nty,New York and other applicable laws,Ordinances or Regulations;for the construction of buildings,
additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,
housing code and regulations and to admit authorised 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): S I DOR @Authorized Agent ❑Owner
Signature of Applicant: Date: 25 FC8 2z>2-95
CONNIE D.BUNCH
Notary Public,State of New York
STATE OF NEW YORK) No.01 BU6185050
SS: Qualified in Suffolk County
COUNTY OF ) Commission Expires April 14,2f4- '�
RYAN S I DOR being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract) above named,
(S)heisthe 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
of Z-
Notary Public
PROPERTY OWNER AUTHORIZATION
(Where the applicant is not the owner)
I, i Y R4ao i ib,k LC ;I" residing at Mbpl-LS IA
Z�m Guz W135 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.
Owner,Zinat e; Date
.............
Print wners Name
2
BOARD OF SOUTHOLD TOWN TRUSTEES
SOUTHOLD,NEW YORK
PERMIT NO. 10817 DATE: JULY 16,2025
ISSUED TO: LUCY WOHLTMAN
PROPERTY ADDRESS: 4,955 MOORES LANE CUTCHOtUE
SCTM# 1000-116-2-3
AUTHORIZATION
r Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in
accordance with the Resolution of the Board of Trustees adopted at the meeting held on July 16,2025,and in a
consideration of application fee in the sum of$1,250.00 paid by Lucy Wohltman and subject to the Terms and
Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the
following:
of existing on-grade brick
h existing trellis and a section
Wetland Permit to remove the e gg g
patio to construct a 302sq.ft. sunroom onto the existing two-story dwelling(t2,525sq.ft.
' footprint); the remaining f712sq.ft. on-grade brick patio (including covered area)to
remain; all as depicted on the site plan prepared by Robert I. Brown Architect P.C.,
received on July 3,2025, and stamped approved on July 16,2025.
IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed,
and these presents to be subscribed by a majority of the said Board as of the day and year written above.
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Glenn Goldsmith,President Town Hall Annex
� � 54375 Route 25
A. Nicholas Krupski,Vice President P.O. Box 1179
Eric Sepenoski Southold,New York 11971
Liz Gillooly Telephone(631) 765-1892
Elizabeth Peeples Fax(631) 765-6641
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD qn
July 18, 2025 ��' E C O U
S E F' 202
Ryan Sidor
Robert I. Brown Architect P.C.
205 Bay Avenue Building Department
Greenport, NY 11944 Town of Southold
RE: LUCY WOHLTMAN
4955 MOORES LANE, CUTCHOGUE
SCTM# 1000-116-2-3
Dear Mr. Sidor:
The Board of Town Trustees took the following action during its regular meeting held on
Wednesday, July 16, 2025 regarding the above matter:
WHEREAS, Robert I. Brown Architect P.C. on behalf of LUCY WOHLTMAN applied to the
Southold Town Trustees for a permit under the provisions of Chapter 275 of the Southold Town
Code, the Wetland Ordinance of the Town of Southold, application dated May 14, 2025, and,
WHEREAS, the LWRP Coordinator issued a recommendation that the application be found
Consistent with the Local Waterfront Revitalization Program policy standards, and,
WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on
July 16, 2025, at which time all interested persons were given an opportunity to be heard, and,
WHEREAS, the Board members have personally viewed and are familiar with the premises in
question and the surrounding area, and,
WHEREAS, the Board has considered all the testimony and documentation submitted
concerning this application, and,
WHEREAS, the proposal complies with the standards set forth in Chapter 275 of the Southold
Town Code,
WHEREAS, the Board has determined that the project as proposed will not affect the health,
safety and general welfare of the people of the town,
2
NOW THEREFORE BE IT,
RESOLVED, that the Board of Trustees have found the application to be Consistent with the
Local Waterfront Revitalization Program, and,
RESOLVED, that the Board of Trustees APPROVE the application of LUCY WOHLTMAN to
remove the existing trellis and a section of existing on-grade brick patio to construct a 302sq.ft.
sunroom onto the existing two-story dwelling (t2,525sq.ft. footprint); the remaining t712sq.ft.
on-grade brick patio (including covered area) to remain; all as depicted on the site plan
prepared by Robert I. Brown Architect P.C., received on July 3, 2025, and stamped approved on
July 16, 2025.
Permit to construct and complete project will expire three years from the date the permit is
signed. Fees must be paid, if applicable, and permit issued within six months of the date of this
notification.
Inspections are required at a fee of$50.00 per inspection. (See attached schedule.)
Fees: $50.00
Very truly yours,
Glenn Goldsmith
President, Board of Trustees
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DRAINAGE CALCULATIONS TOWN OF SOUTHOLD
ZONE .1:
32G 5F x O.17 = 55.4 Cf
PROVIDE(1)GIDIA,x3-G"D. DRYMELL=78,2 Cff BRICK DATE
PROPOSED BAYL4 PATIO
DRYWELL EA2:r!NG BRICK PATIO
TO�',EMAIN
EXISTING FENCE
REMOVE IfX15TING BRICK—
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PATIO AND TREE
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LOT COVERAGE: NEW SUFFOLK WOHLTMAN RESI ENCE
LOT AREA: 42,904 5f AVE
EXISTING HOUSE: 2,503 5f 4955 MOORES LANE CUTCHOGUE, NY 11935
EXISTING POOL: 1 ,323 5f 12 MAY, 2025
EXISTING PATIOS: 1 ,02G 5f SCALE: i" =30'-0"
EXISTING TOTAL: 4,852 5f BOUNDARY OF FORMERLY
4,852 / 42,904 1 1 .3% CONNECTED TIDAL WETLANDS AS Robert I. Brown
FLAGGED BY COLE ENVIROMENTAL SITE FLAN BASED ON SURVEY BY:
SERVICES 09-15-23 KENNETH WOYCHUK LAND SURVERING Architect, P.C.
EXISTING TOTAL: 4,652 5f SCALE: I" == 20'-0" DATED: 05 AUGUST 2022 2o BayAve, Greenport NY
PROPOSED SUNROOM: +302 5f EXISTING EXCEPT AS NOTED in?o@ribro,wnarchitect.com
REMOVE EXISTING PATIO: -302 5f 5CTIV: # 1000- 1 1 G-2-3 631-477-9752
PROPOSED TOTAL : 4,852 5f ZONED: R-40
AREA: 42,904 5f (0.9G AC) IT IS A VIOLATION OFT1 I E LAW FOR ANY PERSON,
UNLESS ACTING UNDER THE DIRECTION OF A
PROPOSED TOTAL: LICENSED ARCH ARCHITECT,TO ALITR ANY FrEM ON
THIS DRAWING IN ANYWAY ANYAUTHORIZED
ALTERATION MUS7 BE NOTED,SFALED.AND
4,852 / 42,90-4 = 1 1 .3% DESCRIBED IN ACCORDANCE WMI THE LAW,
I
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ISSUES/REVISIONS
RESIDENTIAL GENERAL NOTE5 / �-3
MISC. GENERAL NOTES CLIMATIC AND GEOGRAPHIC CRITERIA �(1
1.THIS PROJECT 15 THE CONSTRUCTION OF A NEW 5UNROOM FOR AN EXISTING ONE STORY SINGLE GROUND SNOW LOAD 20 P5P (PER FIG. 1608.2 BCN1Y5 2020
FAMILY RESIDENCE,ZONED AS R-40. WIND SPEED(ULTIMATE DESIGN) 130 MPH (PER FIG. 1609.3(1)13CNY5 2020
2.THE EXISTING HEIGHT OF THE STRUCTURE AS DEFINED BY THE BUILDING CODE of NEW YORK STATE SEISMIC DESIGN CATAGORY B (PER SECT. 1613 BCNY5 2020
2020 WILL NOT CHANGE.THE HEIGHT OF THE PROPOSED 5UNROOM 15 12'-2". WINTER DESIGN TEMP 1 I°F (PER TABLE N 1 10 1.2)
3.THE TYPE OF CONSTRUCTION 15 TYPE V(B). FLOOD ZONE N/A (PER FEMAMAP) FROM TABLE N 1 102. 1 .2 (R402. 1 .2) INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT
4.ALL WORK SHALL CONFORM TO THE P.EQUIREMENT5 OF THE 2020 BUILDING CODE of NEW YORK FROST LINE DEPTH 3G"
STATE,2020 EXISTING BUILDING CODE of NEW YORK 5TATE,AND THE AF 4 PA WOOD FRAME WEATHERING PROBABILITY SEVERE (PER BCNYS 2020
CONSTRUCTION MANUAL 2015 HIGH WIND EDITION. DESIGN LOAD CALCULATIONS (UNIFORM LIVE LOADS) GLAZED BASEMENT SLAB CRAWL
PER TABLE 1G07.1 BCNIY52020 CLIMATE FENESTRATION SKYLIGHT CEILING WOOD FRAME MA55 WALL FLOOR WALL R-VALUE SPACE WALL
5.DESIGN LOAD CALCULATION ARE B ON: ROOMS OTHER THAN SLEEPING 40 P51 ZONE U-FACTOR U-FACTOR FENESTRATIN R-VALUE WALL R-VALUE R-VALUE R-VALUE
LIVE LOAD:AS PER TABLE R301.4,BUILDING CODE NEW PORK STATE 2020. SLEEPING ROOMS 30 P51 5HGC R-VALUE DEPTH R-VALUE
DEAD LOAD:CALCULATED AS PER tZ301.3 AS PER BCNIYS 2020. ATTICS WITH LIMITED STORAGE 20 P51
SNOW LOAD:20 PSI GROUND SNOW LOAD(AS PER FIG.R301.2(5)BCN1Y5 2020. ATTICS WITHOUT STORAGE 1 O P51
WIND EXPOSURE CATEGORY"C",FOR 130 MPH 3 SECOND GUST. STAIRS 40 PSI 4 0.32 0.55 0.40 49 20 OR 13+5 8/ 13 1 19 1 10/ 13 10, 21T 10/ 13
LOCATION LIVE DEAD DELECT LIMIT
15T.FL. 40 LB. 12 U3GO
2ND.FL.(SLEEP AREA) 30L6. 12 L/3GO NAILING SCHEDULE
ATTIC(NON STORAGE) 20 LB. 10 L1360 (PER AF E PA AMERICAN WOOD COUNCIL WFCM FOR
ROOF 20 LB. 15 L/360 ONE AND TWO FAMILY DWELLINGS 2015 513C HIGH WIND EDITION)
G.THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE CON5TRUCTION MEANS METHODS, JOINT DESCRIPTION NUMBER OF COMMON NAILS NAIL SPACING
TECHNIQUES,SEQUENCES,OR PROCEDURES,OR FOR.SAFETY PRECAUTIONS AND PROGRAMS IN ROOF FRAMING
CONNECTION WITH THE WORK. RAFTER TO TOP PLATE(TOE-NAILED) 3 PER RAFTER
THERE ARE NO WARRANTIES,NOR ANY MERCHANTIBILI'TY OF FITNESS FOR A SPECIFIC USE EXPRESSED CEILING JOIST TO TOP PLATE(TOE-NAILED) 3 PER JOIST
OR IMPLIED IN THE USE OF THESE PLANS. CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) 3 EACH LAP
7.CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE STARTING CONSTRUCTION.EO NOT SCALE CEILING J015T LAPS OVER PARTITION((FACE-NAILED) 3 EACH LAP
DRAWINGS.FOLLOW DIMENSIONS ONLY. RIDGE STRAP(EACH END) 2 PER TIE
8.CONTRACTOR(5)SHALL FURNISH AND INSTALL ALL MATERIAL AND EQUIPMENT SHOWN,LISTED,OR BLOCKING TO RAFTER(TOE-NAILED) 2-8d EACH END
DESCRIBED ON THESE DRAWINGS SUBJECT TO QUALIFICATIONS,CONDITIONS,OR D(CEPTIONS AS RIM BOARD TO RAFTER(END-NAILED) 2-16d EACH END
NOTED.CONTRACTOR SHALL FURNISH ALL LABOR,SCAFFOLDING,AND TOOLS NECESSARY TO WALL FRAMING
COMPLETE THE WORK. TOP PLATE TO TOP PLATE(FACE-NAILED) 2-16d PER FOOT
9.ALL MATERIAL SHALL BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURES REQUIREMENTS TOP PLATES INTERSECTIONS(FACE-NAILED) 2-16d JOIST DA.SIDD
STUD TO STUDD(FACE-NAILED) 2-16d 24"O.C.
AND SPECIFICATIONS. HEADER TO HEADER(FACE-NAILED) I Gd 16"O.C.ALONG EDGES
10.CONTRACTOR SHALL OBTAIN ALL REQUIRED INSPECTIONS,APPROVALS AND CERTIFICATE OF TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2-1 Gd,3-16d,4-I Gd PER 2x4,2x6,2x8 RESPECTIVELY
OCCUPANCY. BOTTOM PLATE TO FLOOR JOIST,BAND JOIST,
DEMOLITION END J015T OR BLOCKING(FACE-NAILED) 2-1 Gd PER FOOT
DP.4IN
1. CONTRACTOR SHALL DEMOL15H FOUNDATION,WALLS,FLOOR, AND EXISTING ROOF AS INDICATED FLOOR FRAMING O
ON DRAWINGS AND AS NECESSARY,AND REMOVE ALL DEBRIS. J015T TO SILL,TOP PLATE TO GIRDER(TOE-NAILED) 4-8d PER J015T
2. CONTRACTOR SHALL DO ALL PATCHING REQUIRED DUE TO REMOVAL OF EXI5114G WORK AND OF BRIDGING TO J015T(TOE-NAILED) 2-8d EACH END
INSTALLATION OF NEW WORK,AS NECESSARY. BLOCKING TO J015T(TOE-NAILED) 2-8d EACH END
3. ALL NEW WORK SHALL MATCH AND MEET FLUSH TO EXISTING WORK AS CLOSELY AS POSSIBLE UNL E55 BLOCKING TO SILL OR TOP PLATE(FACE-NAILED) 3-1 Gd EACH BLOCK MON.
OTHERWISE NOTED. LEDGE STRIP TO BEAM(FACE-NAILED) 3-16d EACH J015T r O O
4. EXISTING STRUCTURE AND INTERIORS TO REMAIN SHALL BE PROTECTED AS NECESSARY DURING OND J015TLEDGE
TO B(END(END-NAILED) 3-8cl PEP JOIST
PER JOIST J O2 4711011 E
DEMOLITION AND CONSTRUCTION,OR INSTRUCTED BY OWNER. BAND J015T TO SILL OR TOP PIAE(TOE-NAILED) 2-1 Gd PER FOOT LAND N/F OF
5. CONTRACTOR SHALL PROTECT EXISTING SEKVICE`_i TO REMAIN AND SHALL NOTIFY ALL UTILITIES AND NOR F
TELEPHONE SERVICES AND MAKE ARRANGEMENTS FOR HOOK-UP,REMOVAL,OR CAPPING OF EQUIPMENT ROOF 5HEATHING Z T/-/ FORK COUNTRY CLUB
AS NECESSARY. 5TRUCURAL PANELS 8d (TABLE 3.8)
DIAGONAL BOARD SHEATHING
FOUNDATIONS I"x6"OR 1"x8" 2-8d PER SUPPORT 0
1.A55UMED 501L BEARING CAPACITY, 1,500 Ib./56I.Ft. IN 10"OR WIDER 3-8d PER SUPPORT L./?
2.CONCRETE TO BE PLAIN,REINFORCED,3,000 Psi.-28 DAY TEST. N OC'AS
3.ALL NEW FOOTINGS TO REST ON UNDISTURBED 5CIL. CEILING SHEATHING tv
GYPSUM WALLBOARD 5d coolers 7"EDGE/ 10"FIELD -
GENERAL CONSTRUCTION WALL 5HEATHING 0
I.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION,EQUIPMENT AND SERVICES NECESSARY TO 5TRUCURAL PANEL 8d (TABLE 3.9)
COMPLETE ALL WOOD AND PLASTIC WORK REQUIRED 13Y THE DRAWINGS AS SPECIFIED HEREIN,OR 319.78F
REASONABLY IMPLIED AS NECESSARY TO COMPLETE THE WORK. FIBERBOARD PANELS -I __., - - _
2.FASCIAS,SOFFITS AND EXTERIOR TRIM TO BE INSTALLED AS NOTED ON DRAWINGS. 7/1 G' 8d 3'EDGE/G'FIELD 8d 3"EDGE/6"FIELD _ BELG• BLOCK CURB U P
coo
4.FRAMING ELEMENTS:
3.INTERIOR TRIM AND MOLDING TO BE INSTALLED AS NOTED ON FINISH SCHEDULE. GYPSUM WALLBOARD 5d lers 7EDGE/ I0 FIELD GRq
" " COVERED STORAGE � N.
A.ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No.2 HARDBOARD 8d (TABLE 3.9) 4 VE( MO
OR BETTER. PARTICALBOARD PANELS 8d (TABLE 3.9) U) 28.5' DRIVEWgYB.ALL ENGINEERED LUMBER SHALL BE AS INDICATED ON DRAWINGS,AND SHALL BE INSTALLED,CUT DIAGONAL BOARD SHEATHING f\
AND DRILLED IN ACCORDANCE WITH MANUFACTURERS REQUIREMENTS AND SPECIFICATIONS. I NG"OR I"x8" 2-8d PER SUPPORT O (,j
C.ALL SHEATHING TO BE APA RATED,EXPOSURE 1,THICKNESS AS INDICATED. IN 10"OR WIDER 3-8d PER SUPPORT 25.6' GARAGE / ' o
D.ALL SUB FLOORING TO BE APA RATED 5TURD-I-FLOOR,EXPOSURE 1,3/4"MIN.THICKNE5. O 0 'i Co
6'E.ALL HEADERS -O"AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS,9'-0"AND OVER FLOOR SHEATHING Ci
WITH TRIPLE UPRIGHTS.ALL HEADERS SHALL BE A MIN, OF(2)2'x8"OR AS SHOWN ON DRAWING. 5TRUCUP.AL PANELS M N
F.SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER 13CNY5 2020 1"OR LE55 8d 6'EDGE/ 12'FIELD
OR AS NOTED @ 8'-0"O.C.MIN..PROVIDE 2"SPACE FOR AIR CIRCULATION IN ROCF. GREATER THAN I" I Od 6"EDGE/G"FIELD = / \
G.PROVIDE DOUBLE FRAMING AROUND ALL OPENINGS(STAIRS,ETC.)OR AS NOTED ON DRAWINGS. DIAGONAL BOARD SHEATHING m 0 2 STY FRAME 6.0'
H.PROVIDE DOUBLE UP FRAMING UNDER ALL P05T5 AND PARALLEL PARTITIONS OR AS NOTED ON I NG"OR I N8" 2-8d PER SUPPORT E*1
DRAWING. IN 10"OR WIDER 3-8d PER SUPPORT n 0 m 10 DWELLING # 4955
I.ALL FLUSH WOOD CONNECTIONS SHALL BE FA:iTENDD WITH RATED GALVANIZED METAL m 4 STONE, ` l
CONNECTOR5 BY"51MP50N"OR APPROVED EQUAL. 0 12 7' W
N
J.NAILING SCHEDULE SHALL BE AS PER BUILDING CODE of NEW YORK STATE 2020 AS A MINIMUM. 0rl
ALL
ALL 2"xG'STUDS SHALL RECEIVE(5) 1 Od NAILS AT 51U_AND PLATE.ALL EXTERIOR NNIL5 SHALL BE tO
GALVANIZED. SEE ATTACHED NAILING SCHEDULE. r -0 BAY to BRICK
K.PLYWOOD SHEATHING TO BE NAILED 8d NAILS@ 4"O.C.EXTERIOR EDGES AND Gd NAILS @ 12" PAT/0
O.C.INTERMEDIATE. SEE ATTACHED NAILING SCHEDULE. m DRAINAGE CALCULATIONS 7.0'
L.ALL INTERIOR AND EXTERIOR FINISHES TO BE_iELECTED BY OWNER. . Rl /
M.ALL ROOF RAFTERS SHALL BE ATTACHED TO 111E PLATE AND STUD WITH GALVANIZED HURRICANE ZONE I : 5 \` 3i JANUARY,2oz5
TYPE CONNECTORS BY"SIMPSON"OR APPROVED EQUAL.FOR TIMBER PILE FOUNDATIONS,PROVIDE
HURRICANE CLIPS AT ALL PERIMETER JOISTS TO GIRDER CONNECTIONS. 32G 5F x 0. 17 = 55.4 CIF /
5.ALL NEW WINDOWS TO BE THERMAL INSULATED LOW-E GLASS,WITH ARGON GA5,IMPACT RE515TANT AS PROVIDE (I) 6' DIE. x 3'-6" D. DRYWELL = 78.2 CF COVERED 2 O
REQUIRED.SEE WINDOW SCHEDULE. to BRICK W
6.LOAD PATHS ARE INDICATED BY SECTION DRAWING13. s- BAY i,+ PATIO /� THESE PLANS ARE AN INSTRUMENT OF SERVICE
7.CONNECTIONS SHALL BE BUILT IN ACCORDANCE WITH AN51/AF/S PA WCFM-1995.(5EE NAILING L ` / Q AND ARE THE PROPERTY OF THE ARCHITECT.
SCHEDULE) PROS
8.FLASHING AT ALL WINDOW AND DOOR OPENINGS SHALL BE EPDM OR APPROVED RUBB OP
ERIZED ED - 25 \ INFRINGEMENTS WILL BE PROSECUTED
MEMBRANE. II DRYWELL / \ �_ �-% C)
9.FLASHING AT ROOF CONNECTIONS,VALLEYS,CHIMNEYS AND CRICKETS SHALL Elf ALUMINUM. EXISTING BRICK PATIO 2o25 ALL RIGHTS RESERVED
10.STEP FLASHING SHALL BE USED AT ALL INTERSECTIONS OF SLOPED AND VERTICAL SURFACES,EXCEPT /
STEP FLASHING AND COUNTER-AND CAP-FLASHING SHALL BE USED AT INTERSECTION OF ROOF AND l TO REMAIN p
CHIMNEY,AND ROOF AND WALLS.1 1.IN5ULATION SHALL BE
N OF 5PPAY FOAM AND BATT INSULATION OF THICKNE55
INDICATED ON THE DRAWL GS AND SHALL BE 2-1/2 b. EN51TY FI ER-GLASS BATTS CONFORMING TO CORNER
THE SPECIFICATIONS FOR PRE-FORMED FIBROUS GLA:55 INSULATION.NAAMM STANDARD 51, 1 15,-70. h O LD DOWN EXISTING F O CLOSED-CELL SPRAY-IN FOAM INSULATION(R-6.5 PER INCH)BY ICYNENE OR APPROVED EQUAL SHAM BE "-` PENCE
PROVIDED AS INDICATED ON DRAWING5. 4-
12,NEW INTERIOR DOORS SHALL MATCH EXISTING.SEE DOOR SCHEDULE. Robert
O��j1+ T Brown
A j�
13. NEW HARDWARE SHALL MATCH EXISTING.SEE DOOR SCHEDULE. �^ R 1 ` 1• B �/�/
14,GYPSUM BOARD SHALL BE EASED EDGE TYPE,CONFORMING TO A5TM C36,AND SHALL BE W EXIST/NG L EXISTING R P Q COD
"5HEETROCK SW'BY U.S.GYPSUM CO.OR APPROVED EQUAL. GYPSUM WALLBOARD THICKNESS SHALL BE - REMOVE EXISTING BRICK DRY WOOL PAVE 1 W Architect, P.C.
1/2° .� PATIO AND TRELLIS. ELL (,
15.ALL NEW AND REPAIRED GYP.BOARD SHALL BE TAPED AND 5PACKLED THREE(3)COATS.ALL EXTERIOR
CORNERS SHALL HAVE METAL CORNER BEADS. PROPOSED SUNROOM EXISTING 2
d _ _ 15 X5o' 20 Bay Ave. Greenport NY
FINISHES SWIMMING fXi
M POOL sTiNG In o @ ribrownarchitect.com
1. NEW BLUESTONE PAVER FLOOR TO BE SELECTED BY OWNER,INSTALLED BY I 1 ON, SQUID POOL
CONTRACTOR. \ 0) McNT 631-477-9752
2.EXTERIOR PAINT SHALL BE LATEX ACRYLIC BY BENJAMIN MOORE OR APPROVED 7�r o�
EQUAL,APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND 1V O O47F 10II
RECOMMENDATIONS. COLOR TO BE SELECTED. W
3.EXISTING INTERIOR WALLS AND CEILINGS IN ROOM5 AFFECTED BY THE WORK SHALL O
BE CLEANED AND REPAINTED. NEW WALL5 AND CEILINGS SHALL BE SEALED AND rI`
MOORE AURA PING SHALL 13E A NT,COLOR TONE O BEI)PRIME SELECTEpOAT AND TWO(2)COATS BENJAMIN RIDGE CROSS SECTION END VIEW EXISTING POOL FENCE oQ) IT IS A VIOLATION OF THE LAW FOR ANY PERSON,
T 4. INTERIOR TRIM SHALL BE SANDED SMOOTH,PRIMED,AND FINISHED WITH WO(2) cY� UNLESS ACTING UNDER THE DIRECTION OF A
COATS BENJAMIN MOORS AURA SEMI-GLOSS PAINT. V`4 LICENSED ARCHITECT,TO ALTER ANY ITEM ON
COD THIS DRAWING IN ANY WAY. ANY AUTHORIZED
HVAC ALTERATION MUST BE NOTED,SEALED,AND
I.NO HVAC WORK TO BE DONE
DESCRIBED IN ACCORDANCE WITH THE LAW.
PLUMBING �\ 4AND 269.80'
1.NO PLUMBING WORK TO BE DONE
Oq V/D N/F OF MOk
o°
ELECTRICAL 1 REVOCAS E Y C'ISE M .�'E G
1.FURNISH ALL LABOR,MATERIALS,EQUIPMENT,PLANT,TOOLS,AND SERVICES Q c
NECESSARY AND REQUIRED FOR PROPER AND COMPLETE INSTALLATION OF ALL NEW I ' r,`USr " r►T I �,Ftr �t
ELECTRICAL SYSTEMS AND RELATED WORK INCLUDING,BUT NOT LIMITED TO: d` <-
CONNECTIONS TO PREVIOUSLY INSTALLED ELECTRICAL SYSTEMS,WIRING,LIGHTING, ti C f X
SERVICES,FEEDERS,DISTRIBUTION AND PROTECTION EQUIPMENT,CONNECTIONS TO
APPLIANCES, GROUNDING,AND ALL INCLUDING ALL CONNECTIONS AND DEVICES r o Ik !
WITHIN THE SCOPE OF THE WORK AS SHOWN ON THE APPLICABLE �T
DRAWINGS AND 1 V EfV
AND 5PCIFICATION5 AND AS NORMALLY SPECIFIED IN THIS TYPE OF PROJECT AND S UFF
INCLUDING CONNECTIONS TO PREVIOUSLY INSTALLED TRANSFORMERS AND 1JE
ELECTRICAL DISTRIBUTION SYSTEMS. OvT.� A {
2.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2020 BUILDING CODE
of NEW YORK STATE,THE NATIONAL ELECTRICAL CODE,NFPA NO,70-2017(NEC),
LOCAL UTILITY STANDARDS,OCCUPATIONAL SAFETY AND HEALTH CAT(OSHA),THE o _-
NATIONAL ELECTRICAL MANUFACTURERS'ASSOCIATION(NEMA)AND ANY OTHER
APPLICABLE CODES. IN THE EVENT OF CONFLICT,THE MORE STRINGENT
REQUIREMENTS WILL APPLY. CLIENT/OWNS
3.ALL PRODUCTS USED FOR ELECTRICAL WORK SHALL BEAR THE UNDERWRITERS -
LABORATORIES,INC.LABEL AND BE SUITABLE FOR THE ENVIRONMENT IN WHICH THEY BOUNDARY ❑F FORMERLY
WILL INSTALLED. I CONNECTED TIDAL WETLANDS AS WO HLTMAN
E 4.ALLL WORK ON THE ELECTRICAL SYSTEM SHALL E PERFORMED BY OR UNDER THE s I T E P LA N
SUPERVISION OF A PROPERLY LICENSED MASTER ELECTRICIAN. -� FLAGGED BY COLS ENVIROMENTAL (5 BASED ON SURVEY BY:
5.THE CONTRACTOR SHALL OBTAIN,SUBMIT,AND PAY FOR ALL PERMITS,LICENSES KEN N ETH WOYCH U K LAND SU RVERI NG
AND INSPECTIONS AS REQUIRED B JOIST
Y THE LOCAL,STATE,AND FEDERAL AUTHORITIES, SERVICES 09-15-23 LUCY
AND ANY OTHER APPLICABLE JURISDICTION. _ o15T DATED: 05 AUGUST 2022
G.CARBON MONOXIDE DETECTORS IN CONFORMANCE`.WITH APPLICABLE CODES = SCALE: 1" = 20'-0"
SHALL BE CONNECTED TO THE LIGHTING CIRCUITS WITH NO INTERVENING WALL -' EXISTING EXCEPT AS NOTED MOORES LANE
SWITCH. LINE CORD-CONNECTED,DIRECT PLUG-IN,AND BATTERY POWERED ALARMS 5CTM: #1000-1 1 G.-2-3 4995
APE NOT
ACCEPTABLE.
ALL 8E INSTALLED ON EACH LEVEL ON WHICH
SLEEPINGQUARTERS ARE LOCATED. ZONED: R-40 CUTCHOGUE, NY 11935
7.SMOKE DETECTORS IN CONFORMANCE WITH THE 2020 BUILDING CODE of NEW
YORK STATE,THE NFPA NATIONAL FIRE ALARM CODE NO.72-1993 SHALL BE
PROVIDED OUTSIDE EACH SEPARATE SLEEPING AREA,IN EACH 5PLEEPING AREA,AND
ON EACH FLOOR LEVEL. a
PROJECT TITLE
8.CONTRACTOR SHALL COORDINATE WITH OWNER'S ALARM COMPANY FOR SMOKE 3 \
AND BURGLAR ALARMS AS NECESSARY. N SUN RO O M
ADDITION
FLOOR
J015T -
DRAWING TITLE
SITE PLAN
! GENERAL NOTES
°r° UPLIFT CONNECTIONS
CONNECTIONS DETAIL 24 FEBRUARY,2025 SCALE
i'=20'-0"
DRAWING NO.
ISSUES/REVISIONS
NEW 2x8 RAFTERS @ I G"O.C.
DRESSED
I x8 WOOD TONGUE*GROOVE SHEATHING \�� -�-
EPDM RUBBERIZED ROOFING MEMBRANE
NO INSULATION12 /
EXISTING WALL TO REMAIN \\�
2 NEW CRICKET REPAIR AND PATCH AS NECESSARY `� _0 2
SLOPE: 0.25712"
NEW 2x8 LEDGER BOARD
NEW MARVIN ELEVATE 5ERIE5 ANCHORED TO EXISTING
(2) 2x I HEADS _
ELAWN2923 STATIONARY AWNING WINDOWS STRUCTURE (2)TWICE @ I G"O.C.
WHITE/WHITE
1 ■ ■ ■ ❑ ■ ■ ■ ■ABOVE AND CENTERED
I
(2) 2xG HEADER
i
i
i
I
O
NEW MARVIN ELEVATE SERIES
ELGLGO80E GLIDER WINDOWS I o o A A A A A OC
WHITE/WHITE w/SCREENS I _ NEW 8"SQUARE COLUMN NEW 8"SQUARE COLUMN
IT
GxG POST FUR AND CLAD GxG POST FUR AND CLAD
i
E
NEW 2x4 STUD WALL j PROPOSED SUNROOM
SQUARE PANEL AZEK CLADDING
NO INSULATION N
EXISTING FLOOR
REMOVE EXISTING BRICK PATIO AZEK SQUARE PANEL AZEK SQUARE PANEL AZEK SQUARE PANEL
NEW 4"CONCRETE SLAB wl GxG W.W.M. CLADDING CLADDING CLADDING
BLUESTONE PAVERS
TOP OF PAVERS TOBE LEVEL w/F
EXISTING FINISHED FLOOR SOUTH ELEVATION EAST ELEVATION
SCALE: 1/4" = 1'-O" SCALE: 1/4" = I'-0"
31 JANUARY,2025
THESE PLANS ARE AN INSTRUMENT OF SERVICE
WINDOW SCHEDULE AND ARE THE PROPERTY OF THE ARCHITECT.
INFRINGEMENTS WILL BE PROSECUTED
MODEL SIZE TYPE LITE QUANTITY NOTES
A ELGLGO80E 5'-0"x 5'-0" GLIDER - 7 w/ SCREENS
2o24 ALL RIGHTS RESERVED
B ELAWN2923 2'-8"x P-9" AWNING - 8 STATIONARY
C ELCA3359E 2'-8"x 5'-0" CASEMENT I w/SCREEN
Robert I. Brown
Architect, P.C.
NOTE: ALL WINDOWS TO BE MARVIN ELEVATE SERIES 20 Bay Ave. Greenport NY
NOTE: ALL WINDOWS TO BE WHITE INTERIOR AND FXERIOR info@ribrownarchitect.com
631-477-9752
IT IS A VIOLATION OF THE LAW FOR ANY PERSON,
UNLESS ACTING UNDER THE DIRECTION OF A
LICENSED ARCHITECT,TO ALTER ANY ITEM ON
THIS DRAWING IN ANY WAY. ANY AUTHORIZED
EXISTING DOOR EXISTING DOOR ALTERATION MUST BE NOTED,SEALED,AND
TO REMAIN � TO REMAIN
DESCRIBED IN ACCORDANCE WITH THE LAW.
qp
3 I/2 I I I 1 3 I/_ \ F,
0
LEGEND ?.� '
I i I NEW 2870 EXTERIOR DOOR ✓✓
LIGHT SWITCH : � w
8" POURED CONCRETE FOUNDATION TO BE SELECTED BY OWNER • . �O�
WALLS w/#5 RE PAR CONTINUOUS REMOVE EXISTING BRICK PATIO C1F;�',;� �
_ LIGHT FIXTURE w/FAN LIGHT FIXTURE w/FAN OUTLET
8"x I G" POURED CONCRETE FOOTING w/ I I NEW 4" CONCRETE SLAB w/GxG W.W.M.
BLUESTONE PAVERS "? 1
THREE (3) #5 REBAR CONTINUOUS. I I TOP OF PAVERS TO BE LEVEL w/
MINIMUM 3'-0" BELOW GRADE ON I :: EXISTING FINISHED FLOOR I PROPOSED SUNROOM
UNDISTURBED 501E I `: I I " I 4" POURED CONCRETE SLAB w/GxG W.W.M. FIXTURE
CLIENT/OWNER
BLUESTONE PAVERS SELECTED BY OWNER WOHLTMAN
I I I I o OA NEWy"SHEETROCK ON WALLS AND CEILING OA
TAPE, SPACKLE, AND PAINT 3 COATS LTv CY
❑ CATHEDRAL CEILING ❑
—— I EXPOSED DRESSED RAFTERS MOORES LANE
I 4-------r--Z-------------- -----� I 4995
I I CUTCHOGUE, NY 11935
a. ..-;. ... : :- .
L NEW 8"SQUARE COLUMN O O O O NEW 8"SQUARE COLUMN PROJECT TITLE
G'-G 1/4" 1 I'-4 1/2" G'-G 1/4" GxG P05T FUR AND CLAD G'-1 1/2" 1 1'-4 1/2" G'-1 1/2" GxG POST FUR AND CLAD
24'-5" NEW MARVIN ELEVATE SERIES SUNROOM
ELGLGO80E GLIDER WINDOWS
WHITEJWHITE w/SCREENS ADDITION
NEW MARVIN ELEVATE SERIES
FOUNDATIONPLAN F LOOK PLAN ELAWN2923 STATIONARY AWNING WINDOWS
WH ITE/WH ITE
SCALE: I/4" = I'-O" SCALE: I/4" = I'-O"
ABOVE AND CENTERED DRAWING TITLE
REMOVE EXISTING BRICK PATIO REMOVE EXISTING BRICK PATIO PLANS, SECTIONS,
REMOVE EXISTING PERGOLA REMOVE EXISTING PERGOLA
& ELEVATIONS
SCALE
24 FEBRUARY,2025
i'=zo-o"
DRAWING NO.