HomeMy WebLinkAbout52182-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#: 52182 Date: 08/15/2025
Permission is hereby granted to:
Carey J Flaherty
115 W 120th St
New York, NY 10027
To:
Legalize "as built"alteration to convert attic storage space into a conditioned recreation room above
the garage as applied for.Additional certification may be required.
Premises Located at:
1077 Bay Home Rd, Southold, NY 11971
SCTM#56.-5-39
Pursuant to application dated 07/09/2025 and approved by the Building Inspector.
To expire on 08/15/2027.
Contractors:
Required Inspections:
Fees:
As Built Addition/Alteration $720.00
CO Single Family Dwelling-Addition /Alteration $100.00
Total $820.00
Building Inspector
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) 765-95021t �:� wv�.soItjoldtow � Y�o+ ,
Date Received
APPLICATION FOR BUILDING PERMIT
GE0VC
For Office Use Only
JUL 5
A
I
BuildingInspector7
PERMIT NO.
1
Applications and forms must be filled out in their entirety.Incomplete Bullding Department
applications will not be accepted. Where the Applicant Is not the owner,an Town of sr�F�t°-,r"d
Owner's Authorization form(Page 2)shall be completed.
Date:6/16/25
OWNER(S)OF PROPERTY:
Name: Carey Flaherty �CTM
#1000-56-5-39
Project Address:1077 Bay Home Rd, Southold, NY, 11971
Phone#:917-568-1447 Small:Careyflaherty@gmaii.com
Mailing Address:same
CONTACT PERSON:
Name:Jalro Solis
Mailing Address:PO BOX 847 Southampton, NY, 11968
Phone#:631-276-7227 Emaillaisolte21 @gmail.com
DESIGN PROFESSIONAL INFORMATION:
Name:JST Design & Permits
Mailing Address:205 Marcy ave, Riverhead, NY,11901
Phone#:631-276-7227 Email:jstdesignpermits@gmaii.com
CONTRACTOR INFORMATION:
Name:N/A
Mailing Address:N/A
Phone#:N/A Email:N/A
DESCRIPTION OF PROPOSED'CONSTRUCTION
❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
[i]Other legalized secon floor attic convert to tv room $28,000.00
Will the lot be re-graded? ❑Yes IQNo Will excess fill be removed from premises? ❑Yes R'No
1
PROPERTY INFORMATION
Existing use of property:Residential Intended use of property:Residential
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
R-40 this property? ❑Yes WNo IF YES, PROVIDE A COPY.
NCheck 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. APPUCATION 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,SuffoU4 County,New York and other applicable laws,Ordinances or Regulations,for the construction of buildings,
additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,
housing code and"regulations and to admit authorized Inspectors on premises and in building(s)for necessary Inspections.False statements made herein are
punishableas B Class A misdemeanor pursuant to Section 210AS of the'New York State Penal law.
Application Submitted By(pr%nt e)jai ro sol is RAuthorized Agent []Owner
Signature of Applicant.— Date: 6-16-25
STATE OF NEW YORK)
CCIUNTY OF
jai ro sol ins being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)he is the
Agent
(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
INS°
YCU C7
''wR IIIIIE . not IIU I I" 'I
(Where the applicantIs of the owner
Care art 8 Park Av, NY,NY 10708
I, Y residing at
do hereby authorizejairo solis to apply on
my beh to the Town of So cold Building Department for approval as described herein.
7
6-16-25
Owner natur Date
Carey Flaherbi
Print Owner's Name
2
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&P41 5 a I a - ass s
aA
H-1 E I
=own
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'�' AY H E ND
33 Flying Point Road
Suite 218
n w %�Aj OU
Southampton, NY 11968
%4m�l L Lmof 1*q � Ww ffOR 11 UTHA516-527-3758
Vincent Trocchia
Architect
GENERAL. NOTES FRAMING NOTES STRUCTURAL STEEL 33 Flying Point Road
SCHEDULE OF DRAWINGS Suite 218
1. ARCHITECT/ENGINEER/DESIGNER SHALL NOT HAVE CONTROL OR CHARGE OF AND SHALL 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 1. ALL STRUCTURAL STEEL SHALL BE A-50 STEEL CONFORMING TO ASTM Southampton, NY 11968
NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR LARCH STRUCTURAL GRADE NO. 1 OR BETTER. SPECIFICATIONS. AFFIDAVIT TO BE FILED WITH BUILDING DEPARTMENT 1 COVER SHEET (NOTES, KEY MAP, SCHEDULE OF DRAWINGS) 917-277-6292
PROCEDURES, OR FOR SAFETY PRECAUTIONS IN CONNECTION WITH THE WORK, FOR ACTS 2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 1/2" MIN. THICKNESS. UPON REQUEST.
OR OMISSIONS OF THE CONTRACTOR, OR SUBCONTRACTORS OR ANY OTHER PERSONS 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE 1, 2. ALL STRUCTURAL STEEL FABRICATION, ERECTION, AND CONNECTIONS 2 EXISTING FIRST FLOOR
PERFORMING ANY OF WORK, OR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT THE 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD TO BE SET ON SHALL CONFORM TO LATEST AISC STANDARDS AND SPECIFICATIONS 3 EXISTING SECOND FLOOR ATTIC TO BE LEGALIZED
WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. SOLID BLOCKING. GLUE AND NAIL ALL SHEETS. TYPE 2 CONSTRUCTION EXCEPT AS NOTED.
2. CONTRACTOR SHALL. CHECK AND VERIFY ALL CONDITIONS AT SITE PRIOR TO STARTING WORK 4. ALL HEADERS 6-0" AND OVER SHALL BE SUPPORTED WITH DOUBLE 3. ALL FIELD CONNECTIONS TO BE 3/4" DIA. MACHINE BOLTS UNLESS 4 FLAH E RTY
AND SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK UPRIGHTS, 9'-0" AND OVER WITH TRIPLE UPRIGHTS. (ALL UPRIGHTS INDICATED OTHERWISE. SHOP CONNECTIONS TO BE EITHER MACHINE
AGREE WITH SAME. TO BE GLUED WITH PL PREMIUM AND NAILED.) ALL HEADERS SHALL BOLTED OR WELDED. ALL BOLTS TO BE A-325 FRICTION TYPE. 5 RESIDENCE
BE A MINIMUM OF (2) 2X8 OR AS SHOWN ON DRAWING. CONNECTIONS SHALL BE PER TYPE 1CONSTRUCTION PER AISC FOR 6 1077 BAY HOME RD.
3. CONTRACTOR OR OWNER'S AGENT SHALL OBTAIN A BUILDING PERMIT FROM LOCAL AGENCIES 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR PORTAL FRAMES AND SHALL BE DETAILED TO DEVELOP AT LEAST FULL SOUTHOLD,NY
PRIOR TO START OF WORK. BEAMS AS PER N.Y.S. CODE OR AS NOTED @ 8'-0" O.C. MIN. ALLOWABLE MOVEMENT AND SHEAR CAPACITY. ALL REMAINING STEEL 7
PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. TO HAVE TYPE 2 CONNECTIONS. A-307 BOLTS MAY BE USED FOR 11971
4. CONTRACTOR OR OWNER'S AGENT SHALL OBTAIN ALL REQUIRED APPROVALS, PERMITS, C.O., MINOR CONNECTIONS WHEN ACCEPTABLE TO ENGINEER. 8
INSPECTION APPROVALS,ETC. FOR WORK PERFORMED FROM AGENCIES INVOLVED. 6. DOUBLE FRAMING AROUND ALL OPENINGS (SKYLIGHTS, STAIRS, ETC.)
OR AS NOTED ON DRAWINGS. 4. THE STRUCTURAL STEEL FABRICATOR SHALL SUBMIT SHOP DRAWINGS g
5. ALL WORK SHALL CONFORM TO THE NEW YORK STATE BUILDING CODE, STATE ENERGY THESE DRAWINGS ARE THE
7. TRIPLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS TO THE ENGINEER FOR APPROVAL. ERECTION OF STRUCTURAL STEEL PROPERTY OF JIMENEZ
CONSERVATION CODE AND ALL RULES AND REGULATIONS OF THE LOCAL MUNICIPALITY. OR AS NOTED ON DRAWINGS. SHALL NOT PROCEED UNTIL THE SHOP DRAWINGS HAVE BEEN APPROVED. 10 DESIGN GROUP, INC. THE
6. GRADING AROUND NEW CONSTRUCTION SHALL SLOPE AWAY FROM HOUSE AND BLEND INTO 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED 5. ALL WELDING SHALL CONFORM TO AISC AND AWS SPECIFICATIONS. DESIGN SHOWN AND
DESCRIBED HEREIN,
11
GALVANIZED METAL CONNECTORS BY"TECO" OR APPROVED EQUAL. INCLUDING ALL TECHNICAL
EXISTING DRAWINGS, ARE
6. STEEL ENCASED IN CONCRETE SHALL NOT BE PAINTED. ALL STEEL PROPRIETARY AND CANNOT
7. ALL FOOTINGS TO BEAR ON UNDISTURBED SOIL WITH MINIMUM ALLOWABLE SOIL PRESSURE OF 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS SURFACES NOT IN CONTACT WITH CONCRETE SHALL RECEIVE ONE SHOP 12 BE COPIED, DUPLICATED OR
A MINIMUM. ALL 2X6 STUDS SHALL RECEIVE 5-10D NAILS AT SILL AND COMMERCIALLY EXPLOITED,
2 TONS PER SQUARE FOOT AND SHALL HAVE MINIMUM OF 3'-0" OF COVER. COAT OF APPROVED PAINT, AND AFTER ERECTION, ONE FIELD COAT. IN WHOLE OR IN PART. THE
PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. OMIT PRIMER PAINT AT LOCATION OF FIELD WELDS AND HIGH STRENGTH 13 DRAWINGS AND
8. ALL CONCRETE TO BE 3,000 P.S.I. STONE CONCRETE 28 DAYS. SPECIFICATIONS SHALL NOT
@ 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D @ 6" O.C. EXTERIOR BOLTS. THESE AREAS SHALL RECEIVE T1N0 COATS ONCE CONNECTIONS 14 BE USED BY THE OWNER
9. PROVIDE TROWELLED ON MASTIC DAMPROOFING ON ALL FOUNDATION WALLS. EDGES AND 8D @12" O.C. INTERMEDIATE. HAVE BEEN COMPLETED. FOR OTHER ADDITIONS TOO THE P PRE FOR
PR FOR
7. NO BEAMS OR COLUMNS SHALL BE CUT BY THE PLUMBING OR AIR 15 OR FOR COMPLETION OF
10. FOR TERMITE PROTECTION, PROVIDE TERMITE SHIELDS ON WOLMANIZED SILLS. 11. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING, AND CONDITIONING CONTRACTORS WITHOUT APPROVAL OF THE ENGINEER. THE PROJECT BY OTHERS.
WATERPROOFING SHALL BE BY ARCHITECT. THE OWNER AGREES To
8. THE STRUCTURESHALL BE PROPERLY GUYED AND BRACED. 16 HOLD HARMLESS, INDEMNIFY,
11. DESIGN TIMBER STRESS 1,200 P.S.I. DOUG. FIR CONSTRUCTION GRADE 2 OR BETTER. E=1.5 AND DEFEND JIMENEZ
12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD 9. GROUT UNDER ALL COLUMN AND BEAM BEARING PLATES. GROUT SHALL 17 DESIGN GROUP, INC.
12. DOUBLE JOISTS UNDER ALL PARTITIONS PARALLEL TO SAME AND AROUND ALL OPENINGS. WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "TECO" OR BE NON-SHRINK,PROPAK OR EQUAL. AGAINST ALL DAMAGES,
CLAIMS, AND LOSES,
APPROVED EQUAL. FOR TIMBER PILE FOUNDATIONS, PROVIDE INCLUDING DEFENSE COSTS,
13. INSTALL BRIDGING IN ALL FLOORS AND FLAT ROOF JOISTS, CEILING JOISTS AND BEAMS, HURRICANE CLIPS AT ALL PERIMETER JOIST TO GIRDER CONNECTIONS. 10. PROVIDE LOOSELINTELS AS REQUIRED FOR OPENINGS IN MASONRY ARISING
OF OUTPLA O AND
REUSE
BRIDGING SHALL BE INSTALLED AT8'-0" O.0 MAXIMUM AND SHALL BE 1"0" CROSS BRACING, WALLS AND PARTITIONS. SPECIFICATIONS WITHOUT
SOLID WOOD BLOCKING 2" DEPTH OF MEMBER OR 18 GAUGE METAL CROSS BRACING . 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA PACIFIC GPI WRITTEN AUTHORIZATION OF
JIMENEZ DESIGN GROUP,
11. PROVIDE HOLESIN SHOP FOR BOLTED BLOCKING, PIPE PENETRATIONS,
SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, INC.
14. HEADERS AS FOLLOW(UNLESS OTHERWISE SPECIFIED ON STRUCTURAL DRAWINGS) : GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED ETC. DETAILS SHALL BE SHOWN ON SHOP DRAWINGS FOR REVIEW BY
4HA S ES THAN '-0 (2) 2x6 AS PER MANUFACTURERS RECOMMENDATIONS. WEB STIFFENERS ENGINEER.
SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A
MINIMUM SIZE -L `G,,��gED
2x8 MINIMUM. A SINGLE 1-3/4 LVL RIM JOIST SHALL BE REQUIRED AT 12. BEAM WEB STIFFENERS SHALL BE PROVIDED AT POINTS OF REACTIONS. ,� ROC%
- .� .
-8' TO 10' 2) x8 FLOOR PERIMETERS. HANDLING, STORAGE AND ERECTION OF ALL WORK TO BE LEGALIZED COMPLIES WITH THE �`� ��
-1O' TO 12' (2) 2x12 COMPONENTS SHALL BE AS PER MANUFACTURERS X :
RECOMMENDATIONS. 2020 NEW PORK STATE RESIDENTIAL CODE
15. ALL STRUCTURAL STEEL TO BE A-50 FS 33,000 P.S.I. 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA. GALV. `N9 �332�
16. ALL STEEL FLITCH PLATES TO BE THROUGH BOLTED WITH 5/8" DIA. STEEL BOLTS @12" O.C. MACHINE BOLTS @ 12" O.C. \1 OF NE`I'��
STAGGERED. 15. ALL FLITCH BEAMS TO HAVE 2 ROWS OF 5/8" DIA. GALV. V
17. ALL NEW WINDOWS; AND GLASS DOORS SHALL BE AS MANUFACTURED BY FLEETWOOD MACHINE BOLTS @ 18" O.C. AND (2) BOLTS 3" FROM EACH END. DESIGN CRITERIA:
ANODIZED ALUMINUM, ALL WINDOWS & DOORS TO BE IMPACT GLASS, TO MEET NY STATE CODES SET ISSUE DATES
FINAL SPECS AND DETAILS TO BE CONFIRMED BY CONTRACTOR CONCRETE NOTES GROUND SNOW LOAD -45 PSF. WEATHERING - SEVERE DATE ISSUE
18. ALL DRYWALL SHALL BE 1/2" THICK TAPED AND SPACKLED 3 COATS. FIRST LEVEL -40 PSF. L.L., min. FROST LINE DEPTH - 36", min.
FABRICATION PLACEMENT LIVING AREAS -40 PSF. L.L., min. TERMITE - MODERATE TO HEAVY 4-27-25 FOR BP APPLICATION
19. ALL PLUMBING AND ELECTRICAL SHALL BE IN STRICT CONFORMANCE WITH THE N.Y.S.B.C. 1. ALL CONCRETE WORK, INCLUDING DETAILING, � � BEDROOMS - 30 PSF. L.L., min. DECAY- SLIGHT
(PROVIDE UNDERWRITERS CERTIFICATE) CURING & PROTECTION THE REINFORCING SHALL CONFORM TO WIND SPEED - 140 M.P.H. ICE SHIELD UNDERLAYMENT REQUIRED
REQUIREMENTS OF AC1318 &AC315.20. FURNISH AND INSTALL A COORDINATED SMOKE DETECTION SYSTEM AS REQUIRED BY NEW YORK 2. ALL CONCRETE SHALL BE STONE AGGREGATE PROPORTIONED AS TO MEET SEISMIC DESIGN CATEGORY - B ALL FLUES TO BE: 3'-0" / 10'-0" min.
STATE UNIFORM FIRE PROTECTION & BUILDING CODE. EXPOSURE - B (URBAN WOODED) FROM ALL ROOFS. TYPICAL
THE REQUIREMENTS UNTIL 28 DAY ULTIMATE COMPRESSIVE STRENGTH
21. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SUPERCEDE SCALED DIMENSIONS. OF 3000 P.S.I. TYPICAL STANDARD FOR HURRICANE RESISTANCE
3. ALL CONCRETE THAT ON COMPLETION WILL BE EXPOSED TO WEATHER CONTENT:
22. MODIFY EXISTING CEILING FRAMING AS REQUIRED FOR RECESSED LIGHTING PLAN. ( FOOTINGS & FOUNDATION WALL) SHALL BE AIR ENTRAINED. RESIDENTIAL CONSTRUCTION DETAILS
4. NO CONCRETE ADDITIVES WILL BE PERMITED EXCEPT AS MAY BE NECESSARY DESIGNIN ACCORDANCE WITH AMERICAN FOREST PRODUCTS WOOD FRAME
23. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK FOR THE REQUIRED AIR ENTRAINMENT. CONSTRUCTION MANUAL FOR 1 + 2 FAMILY HOUSE - ENGINEERED DESIGN METHOD. 2001 EDITION. COVER PAGE
DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, DISTORTION AND MISALIGNMENT 5. REINFORCING BARS SHALL BE DEFORMED OF INMEDIATE GRADE NEW BILLET AS PER SBCCI SSTD 10-99 AND FEMA OBSERVATIONS,RECOMMENDATIONS AND
ACCORDING TO APPLICABLE CODE STANDARDS AND GOOD PRACTICE. STEEL CONFORMING TO THE REQUIREMENTS OF ASTM A615-GR40 ( YEILD TECHNICAL GUIDE
6. WELDED WIRE MESH SHALL CONFORM TO ASTM SPEC A-185 & SHALL HAVE A
MINIMUM ULTIMATE TENSILE STRENGTH OF 75,000 P.S.I. NO SUBSTITUTIONS:
WINDOWS PROTECTION 7. THE CONTRACTOR SHALL INSTALL ALL INSERTS, SLLEVES, DOWELS, POCKETS, ALL FRAMING HARDWARE SHIOWN ON THESE PLANS. UNLESS OTHERWISE
KEYS, ETC. AS NOTED ON PLANS OR AS REQUIRED BY SPECIFICATIONS & SHALL INDICATED, IS SIMPSON STRONGTIE.NO SUBSTITUTIONS ARE APPROVED
PROTECTIVE PANELS TO BE PROVIDED FOR ALL AREAS BY : GIVE TRADES OPPORTUNITY TO INSTALL CONDUITS, PLUMBING AND H&V SLEEVES OR AUTHORIZED. DUE TO THE RELATIONSHIP OF FRAMING HARDWARE DRW. NO.
A - CLEAR SHIELD HURRICANE + SECURITY PANELS - 631 -287 5060 BEFORE POURING CONCRETE. TO OTHER COMPONENTS OF THE STRUCTURE, ANY FRAMING HARDWARE
B - QUICK GUARD STORM PANELS. 631 - 287 5330 8. SLABS SHALL BE POURED IN AN ALTERNATE LANE SEQUENCE WITH 1000 SQ. FT. MAX. SUBSTITUTIONS WILL RENDER THESE PLANS NULL AND VOID, AND WILL PLAYROOM : 186.00 SQ. FT.
COMPACTION. RESULT IN THE INSTALLER/CONTRACTOR ASSUMING RESPONSABILITY
C - 1/2" CDX-PLY PANNEL W/ SCREWS per CODE 9. SLABS ON GRADE SHALL BE PLACED ON WELL COMPACTED POROUS FILL 95%
D -VuSafe, SHADE & SHUTTER SYSTEMS- 508-775-6057 10. THREE TEST CYLINDERS SHALL BE TAKEN FOR EACH DAYS POUR. ONE CYLINDER FOR, THE DESIGN AND PERFORMANCE
TESTED AT 7 DAYS & 2 CYLINDERS TESTED AT 28 DAYS WITH RESULTS GOING TO OF THE ENTIRE SYSTEM.
PROTECTION DEVICES TO BE IN ACCORDANCE WITH LARGE MISSILE TEST OF ENGINEER.
NOTEDASTM E 1996 AND OF ASTM 1886, AS IN NYS RESIDENTIAL CODE.
I
i
33" X 61" 0 17" 32" X 70" } ''
EXIST. WINDOW EXIST. WINDOW
CA m CA m
x71i DN xNi W m CA
z Ln o =N 33" X 61" 0 17" c ax
®o �Z j=� EXIST. WINDOW x� 33 Flying Point Road
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30" X 50" 0 28" L I V IN G ;� „o
EXIST. WINDOW R 0 0 M "::E Southampton, NY 11968
5y" •° CLG. HT'7' S" 34" X 70" 34" X 70" 516-527-3758
t1'_0" 24'-Oy" 2��" EXIST. WINDOW EXIST. WINDOW 23'-3y2"
Vincent Trocchia
ip� BATH � = I I `�
®o CLG. HT. 5" ___ __________ LINE OF SECOND FLOOR�ABOVE�___-__--__.
w o BEDROOM !ll _____-----I I
Architect
I I°O� � FAMI LY CLG. HT. 5" I I R 0 0 M
I__-- ____-- F.P. --____-- CLG. HT.7' S" 33 Flying Point Road
Suite 218
r x Southampton, NY 11968
I a,
•� 917-277-6292
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PANTRY KITCHEN WINE �X
DEN III CLG. HT:7' S" CELLAR x(n
CLG. HT:7' 5" CLG. HT:7' 5" I I n CLG. HT:7' 5" �+ H A L LL F LA H E RTY
" I I " i 14'-11 CLG. HT:7 5" T-11 O°
10-3 11 -0 10-0 4-5 �' 12-1 FRONT Y "j, yo ®�o RESIDENCE
31" X38" ® 40" ENTRY
�
EXIST. WINDOW _�P_ LG. HT-7' 5 "'
--- --1 r------ 31" X44" 03 DINNING 31" X54" ® 26" :4:91
BATH 1077 BAY HOME RD.
I I EXIST. WINDOW R 0 0 M EXIST. WINDOW __ __ S O UTH O L D NY
L----------------LINE OF ROOF (ABOVE) ------------------I " o o " CLG. HT.7' 5" 2 r
L------- 32 X 32_0 48-_ ----- 11971
EXIST. WINDOW LINE OF ROOF (ABOVE)
I 31" X 54" @ 31" X 54" ® 26" __ THESE DRAWINGS ARE THE
EXIST. W1ND0 EXIST. WINDOW PROPERTY OF JIMENEZ
--- I
I _J 4iN
DESIGN GROUP, INC. THE
L--------------------------------------- ---- q� ,/
„ LINE OF ROOF (ABOVE) _____ C 4. `fFC `� / DESIGN SHOWN AND
DESCRIBED HEREIN,
ool 11 —7 I I 7� �� INCLUDING ALL TECHNICAL
------, ,e
DRAWINGS, ARE
PROPRIETARY AND CANNOT
I I BE COPIED, DUPLICATED OR
2'-8" ----- - COMMERCIALLY EXPLOITED,
40 I IN WHOLE OR IN PART. THE
I DRAWINGS AND
SPECIFICATIONS SHALL NOT
BE USED BY THE OWNER
FOR OTHER PROJECTS, FOR
I I I 7" ADDITIONS TO THE PROJECT,
I OR FOR COMPLETION OF
THE PROJECT BY OTHERS.
V N THE OWNER AGREES TO
I 'I (: G�A E1 HOLD HARMLESS, INDEMNIFY,
I ❑ AND DEFEND JIMENEZ
cdrn DESIGN GROUP INC.
X� FIrQcp AGAINST ALL DAMAGES,
I re �,�1Q CLAIMS, AND LOSES,
I I INCLUDING DEFENSE COSTS,
®o � ARISING OUT OF ANY REUSE
�:`Q(f OF THE PLANS AND
SPECIFICATIONS WITHOUT
I I WRITTEN AUTHORIZATION OF
JIMENEZ DESIGN GROUP,
I
INC.
EXISTING PLAYROOM
TO BE LEGALIZED I o I \G0��RE°a�,�:y,
I I 3. S. Of( ?�
I I � I I ❑ a Rd.,_ , �.
------------
I LINE OF ROOF ABOVE � � > y
I P L A Y R 0 0 M o I L----------------------- N r
I � I (ABOVE) 9 1332A
OF NE`N
EXISTING FIRST FLOOR PLAN SET ISSUE DATES
GAR G E w DATE ISSUE
CD SCALE : 1 /4 " = 1'- 0"
4-27-25 FOR BP APPLICATION
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CONTENT:
® .: , ' . `:• EXISTING
/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\ .:.. FLOOR PLAN &
/ /
j\j� SECTION
DRW. NO.
PLAYROOM : 186.00 SQ. FT.
CROSS SECTION EXISTING . PLAYROOM TO BE LEGALIZED
SCALE : 1 /4 " = 1' - 0"
33 Flying Point Road
Suite 218
Southampton, NY 11968
516-527-3758
' Vincent Trocchia
30" X 54" ® 27" Arch i
EXIST. WINDOW t e ct
' 33 Flying Point Road
28" X 42" 021" 1111 fill Suite 218
EXIST. WINDOW 1111 it If 1111 111111 111111 111111 111111 11
OPEN TO \\��
30" X 54" ® 27" Southampton NY 11968
���'' ABOVE ���\\ EXIST. WINDOW 917-277-6292
' CL
Ulu jWMI4
MASTER
DN BEDROOM
BEDROOM 1 CLG. HT:7' 5" FLAHERTY
CLG. HT:7' 5"
RESIDENCE
1=17 1077 BAY HOME RD.
x►_
� � SOUTHOLD,NY
CC� 11971
o WALK IN i n
CLOSET
7'-10" CLG. HT.-7' 5"
THESE DRAWINGS ARE THE
PROPERTY OF JIMENEZ
o M A S T E R DESIGN GROUP, INC. THE
BA BEDROOM#1 30" X18 ® 31" 30" X18 ® 31BATH ROOM
BATH B DESIGN SHOWN AND
CLG. HT.7' 5" CLG. HT.7' 5" CLG. HT.-7' 5" EXIST. WINDOW EXIST. WINDOW CLG. HT:7' 5" ®z DESCRIBED HEREIN,
"'� DRAWINGS, ARE TECHNICAL
qI'yj[jw fill I O O X PROPRIETARY AND CANNOT
oW BE COPIED, DUPLICATED OR
COMMERCIALLY EXPLOITED,
1111111 fill _ ,_ _ _ IN WHOLE OR IN PART. THE
37" X 46" ® 27" 37" X 46" ® 7" 37" X 46" ® 27" `� 1 DRAWINGS AND
EXIST. WINDOW EXIST. WINDO 11 H 11 F1 H 11 PIRLWEXIST. WNDOW -- 4' - ( SPECIFICATIONS SHALL NOT
xo -- -- --- BE USED BY THE OWNER
�, _ __ FOR OTHER PROJECTS, FOR
ADDITIONS TO THE PROJECT,
Ili It 1 1111 �x 1 1 ' OR FOR COMPLETION OF
THE PROJECT BY OTHERS.
�r�''v I I I THE 11HARMLESS,HOLD NDEMNIFY,
I I AND DEFEND JIMENEZ
DESIGN GROUP, INC.
- -- I I I AGAINST ALL DAMAGES,
1 1 CLAIMS, AND LOSES,
U) DN ARIS NGNOUTEFENSE OF ANY REUSE
EXISTING STAIR x 3'-1y" 1 8'-Oy" OF THE PLANS AND
SPECIFICATIONS WITHOUT
20 1 I ( WRITTEN AUTHORIZATION OF
CA1 1 00 I JIMENEZ DESIGN GROUP,
INC.
P A Y R 0 M
CLG. HT:7' 51'
it I
Oil
� uired
IS I S pL '
de
N w
1 I OF NE`N
31" X 50" 03 I VV
EXIST. WINDOW
— SET ISSUE DATES
till [I IHI 1111111
DATE ISSUE
EXISTING PLAYROOM 4-27-25 FOR BP APPLICATION
TO BE LEGALIZED
EXISTING SECOND FLOOR PLAN
CONTENT:
EXISTING
SCALE : 1 /4 " = V - 0" SECOND FLOOR
PLAN
DRW. NO.
PLAYROOM : 186.00 SQ. FT.