HomeMy WebLinkAbout48852-Z of souryo!° Town of Southold
* P.O. Box 1179
0 53095 Main Rd
N% Southold, New York 11971
CERTIFICATE OF OCCUPANCY
No: 46026 Date: 03/09/2025
THIS CERTIFIES that the building ADDITION/ALTERATION
Location of Property: 725 Bailey Ave Greenport, NY 11944
Sec/Block/Lot: 34.4-11
Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 12/13/2022
Pursuant to which Building Permit No. 48852 and dated: 02/02/2023
Was issued, and conforms to all of the requirements of the applicable provisions of the law.
The occupancy for which this certificate is issued is:
Addition and alterations, including covered entry, to existing single family dwelling as
applied for. (AKA 514 Bailey Avenue)
The certificate is issued to: Jorge Gomez,Martyna Gomez
Of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL:
ELECTRICAL CERTIFICATE: 48852 04/09/2024
PLUMBERS CERTIFICATION:
Au on ed ign tore
J
�o�SUFFntK�, TOWN OF SOUTHOLD
BUILDING DEPARTMENT
co TOWN CLERK'S OFFICE
oy • SOUTHOLD, NY
0
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#: 48852 Date: 2/2/2023
Permission is hereby granted to:
Gomez, Jorge
126 Center St
Greenport, NY 11944
To: construct alterations to existing single-family dwelling as applied for.
At premises located at:
725 Bailey Ave, Greenport
SCTM #473889
Sec/Block/Lot# 34.4-11
Pursuant to application dated 12/13/2022 and approved by the Building Inspector.
To expire on 813/2024.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $272.00
CO-ALTERATION TO DWELLING $50.00
Total: $322.00
Buildin spector
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Town Hall Annex Telephone(631)765-1802
54375 Main Road
P.O.Box 1179 G Q
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Southold,NY 1 1 97 1-0959 �� �� sean.devlinb-town.southold.ny.us
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: Jorge Gomez
Address: 725 Bailey Ave city:Greenport st: NY zip: 11944
Building Permit#: 48852 Section: 34 Block: 4 Lot: 11
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: Electrician: Houle Owner License No:
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service
Commerical Outdoor X 1st Floor X Pool
New Renovation 2nd Floor Hot Tub
Addition X Survey Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt 4 Ceiling Fixtures Bath Exhaust Fan
Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 2 Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors
Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO
Transfer Switch UC Lights 2Q' Dryer Recpt Emergency Strobe Heat Detectors
Disconnect Switches 4 4'LED Exit Fixtures 11 Sump Pump
Other Equipment: 40W Drlver(2), 15A Arc Fault Breaker
Notes: Front Addition
Inspector Signature: Date:
April 9, 2024
S. Devlin-Cent Electrical Compliance Form
OE SOUIyo`o
TOWN OF SOUTHOLD BUILDING DEPT.
�`ycOUrnV��' 631-765-1802
�50
INSPECTION
[ FOUNDATION 1 ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS: AtCkU�44V �w
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DATE �� T• a 3 INSPECTOR
pF SOUTyolo ---
TOWN OF SOUTHOLD BUILDING DEPT.
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co 631-765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] GH PLBG.
[ ] OUNDATION 2ND [ INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS:
low
DATE b 1� WL INSPECTOR
OE SOUTy°lo
# # TOWN OF SOUTHOLD BUILDING DEP7`. !/
631-765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS: �� E �� CA
� _
DATE INSPECTOR
SO(/Tho�o
# # TOWN OF SOUTHOLD BUILDING DEPT.
631-765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] OUGH PL13G.
[ ] FOUNDATION 2ND [ INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C O [ ] RENTAL
REMARKS:
on
DATElwy-
- INSPECTO
OF SOGIH°� `� C 5 7 7-
# # .TOW'N'OF SOUTHOLD BUILDING DEPlI:
courm, 631-765-1802
INSPECTION
[ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ]- FIRE SAFETY INSPECTION
[ "] -FIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
] ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
[ ] CODE VIOLATION ] PRE C/O [ . ]. RENTAL
REMARKS:
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DATE L INSPECTOR
hO,�,pF SOUTy��
* * TOWN OF SOUTHOLD BUILDING DEPT.
`ycourm1 631-765-1802
qss<--�/INSPECTION
[ ] FOUNDATION 1ST [ ] RO H PLBG.
[ ] FOUNDATION 2ND [ ] SULATION/CAULKING
[ ] FRAMING /STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION �4kvjvet4PRE C/O [ ] RENTAL
REMARK S on
DATE INSPECTO
FIELD INSPECTION REPORT DATE COMMENTS
�
FOUNDATION (1ST)
-------------------'4------------------
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FOUNDATION (2ND)
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PLUMBING
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INSULATION PER N.Y:
STATE ENERGY CODE
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ADDITIONAL COMMENTS ~j
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TORN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
aka Telephone(631) 765-1802 Fax(631)765-9502 https://www.southoldtomm.gov
Date Received
APPLICATION FOR BUILDING PERMIT
LD .
For Office Use Only
PERMITNO. Building Inspector:ector: DEC 1 3 2022
BUIU)lr �1�P 1 .
Applications and forms must be filled_out in their.entirety Incomplete TOWNOFSOWNnI.O
applications will,not be accepted.:Where the Apphcant,is not the owner,an
Owner's Authorization form(Page 2)sFiall be completed r
Date: 8/17/2022
OWNER(S)OF PROPERTY
Name Jorge & Martyna Gomez Sc
Project Address: 514 Bailey_Ave.,_Greenport,_ NY 11944
Phone#:631-574-5834 Email: JORGE@ gconstruction.com
Mailing Address:
514y.Bailey,Ave.,, Greenport,,NY._11944......... .... .. ... . -._W,_t. :.,.�... ...,...,., .........., _ ..�....,....._.-
`CONTACT PERSON r
i. . ..
E
x
f
Name: Karen Szczotka, Agent
Mailing Address 205 Bay Ave.,rGreenport, NY 11944
Phone#:631-477-9752 Email:karen ribrownarchltect.com
DESIGN:PROFESSIONAL,INFORMATION A'
Name Robert I Brown, AIA
Mailing Address:205 Bay Ave., Greenport,,NY 1,1944
Phone#:631-477-9752 Email:rob@ribrownarchitect.com
CONTRACTOR INFORMATION: ,<
Name: owner do!-ng work
Mailing Address:
Phone#: Email:
DE$CRIPTION OF PROPOSED CONSTRUCTION
❑New Structure ❑Addition NAlteration ❑Repair ❑Demolition Estimated Cost of Proje
❑Other $, 0, r
Will the lot be re;graded? ❑Yes N No Will excess fill be removed from„premises? ❑Yes 9 `-
PROPERTY INFORMATION w
Existing use of property: Sill le famil residence Intended use of property:
9..,., ..Y resid. .. .., single fa imly residence
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
R_40 this property? ❑Yes BNo IF YES, PROVIDE A COPY.
B`Check,Box^After Reading. The owner/contractor/design professional�s responsible for all dramage,and storm water issues as prowded,by,_,
. :,,, . „
Chapter 23ti of'the Town Code: APPLICATION IS HEREBY MADE to the Bwlding Department for the issuance of a Building=Permit pursuant to the"'Building Zone
Ordinance of the Town bf Southold;Suffolk,county;New York and;other applicable laws,Oidinance's or Regulationi,for the construction of buildings,
add idons,'aiterations,or for removal or demolition as heieut 6kribeil The-applicant agrees to compiy,with alt applicable laws,grdinances,:buildmg cide,
^ p^ .r, -p `ary mspecdons.False statements made herein are
pumshable,as a Class krnisdemeanor ursuant to.Sectlon4I 45 of the New York St to PenallLawr necess .
p
ousmg code and regulations and to admit authorized ins ectors.on, of
v�Q� dU-
Application Submitted By(prim ame) Authorized Agent ❑Owner
Signature of Applicant• Date:
CONNIE D.BUNCH
STATE OF NEW YORK), Notary Public,State of New York
No.0 1 BU 6185050
SS: Qualified in Suffolk County
COUNTY OF SUFFOLK ) �f ,ate C _I . Commission Expires April 14,2 Q y
being duty sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)he is the
. U/4—
(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
�1 day of, -,,P_C,PiI'lil ,20 Utz 1 mil ✓ ,
Notary Public
PROPERTY OWNER AUTHORIZATION
(Where the applicant is not the owner)
I Jorge & Martyna Gomez residing at 514 Bailey Ave.
Greenport, NY do hereby authorize Robert I. Brown Arhitect, PC and it's Agents to apply on
my behalf to the Town of Southold Building Department for approval as described herein
W7,i
Owner's Signature Date
GiG'�/1,'-,n ;�'--t4 Z
Print Owner's Name
2
�S�fF(�E�CO BUILDING DEPARTMENT- Electrical Inspector
TOWN OF SOUTHOLD
c z Town Hall Annex - 54375 Main Road - PO Box 1179
^' Southold, New York 11971-0959
�'yjj�� �' Telephone (631) 765-1802 - FAX (631) 765-9502
' rogerrCcD-southoldtownny.gov — seand(aD_southoldtownny.gov
APPLICATION. FOR ELECTRICAL INSPECTION
ELECTRICIAN INFmt
TION (All Information Required) Date: 0 iZ 2
Company Name:
Electrician's Name:
License No.: _Elec. email:
Elec. Phone No: ❑I request an email copy of'Certificate of Compliance
Elec. Address.: M
JOB SITE INFORMATION (All Information Required)
Name: �Z—
Address: e
Cross Street:
Phone No.: • 5-7 q- 5F3
Bldg.Permit#: email:
Tax Map District: 1000 Section:.. 3 Block: Lot: /
BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print-Clearly):
Square Footage:
Circle All That Apply:
Is job ready for inspection?: ❑ YES ❑ NO ❑,Rough In ❑;Final
Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On
Temp Information: (Ali information required)
Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter#
❑New Service❑Fire Reconnect[—]Flood Reconnect❑Service Reconnect El"Underground❑Overhead
# Underground Laterals 1 FJ2 H Frame Pole Work done on Service? Y N
Additional Information:
PAYMENT DUE WITH APPLICATION
o I u 12'6 1?aA101 ' 100
te.c � 1� S `� ►_g
PERMIT 0 Address:
Switches
U �
Outlets I I
GFI's l
Surface
Sconces ff rIcJ
( I
H H's
UCLts
Fans Fridge HW
Exhaust Oven W/D
Smokes DW Mini
Carbon Micro Generator
Combo Cooktop Transfer
4C AH Hood Service
Amps Have Usec
)pecial:
:omments
i
A-Y-P,
ROBERT I. BROWN ARCHITECT P.0 .�aAI 2 5
205 BAY AVENUE GREENPORT, NY n944iD
631-477-9752 FAX 631-477-0973 BUILDINGDEPT
info 'IOWNOFSOUTHOLD_ribrownarchitect.com '
Transmittal
Date: 12/8/2022
To: Town of Southold
Building Dept
Re: Gomez Residence
514 Bailey Ave.
Greenport,NY
Enclosed porch to Living room - reno
Enclosed please find Building permit application for the above referenced.
Thank you,
Karen Szczotka
Agent for
Robert I. Brown Architect, PC
karen@ribrownarchitect.com
ISSUES/REVISIONS
RESIDENTIAL GENERAL NOTES
MISC. GENERAL NOTES CLIMATIC AND GEOGRAPHIC CRITERIA Q
1.THIS PROJECT 15 THE DEMOLITION OF AN EXISTING 5UNROOM AND CONSTRUCTION OF INTERIOR GROUND SNOW LOAD 20 P5F (PER FIG. I G08.2 BCNY5 2020
LIVING SPACE FOR AN EXISTING TWO STORY SINGLE FAMILY RESIDENCE,ZONED AS R-40. WIND SPEED(ULTIMATE DESIGN) 130 MPH (PER FIG. I GO9.3(1)BCNY5 2020
ALL CONSTRUCTION WILL TAKE PLACE IN51DE THE EXISTING BUILDING FOOTPRINT. SEISMIC DESIGN CATAGORY B (PER SECT. I G 13 13CNY5 2020
2.THE EX15TING HEIGHT OF THE STRUCTURE AS DEFINED BY THE BUILDING CODE of NEW YORK STATE WINTER DESIGN TEMP I l"F (PER TABLE N 1 101.2)
2020 15 22'-2'.THE PROPOSED CONSTRUCTION WILL NOT CHANGE THE HEIGHT. FLOOD ZONE N/A (PER FEMA MAP) FROM TABLE N 1 102. 1 .2 (R402. 1 .2) INSULATION AND FENESTRATION REQU I REM ENT5 BY COMPONENT
3.THE TYPE OF CONSTRUCTION 15 TYPE V(13). FROST LINE DEPTH 3G'
WEATHERING PROBABILITY SEVERE (PER BCNY5 2020
4.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2020 BUILDING CODE of NEW YORK DESIGN LOAD CALCULATIONS (UNIFORM LIVE LOADS)
STATE,2020 EXISTING BUILDING CODE of NEW YORK STATE,AND THE AF s PA WOOD FRAME GLAZED BASEMENT 5tAB CRAWL
CONSTRUCTION MANUAL 2015 HIGH WIND EDITION. PER TABLE 1 G07.1 BCNY5 2020 CLIMATE FENESTRATION SKYLIGHT CEILING WOOD FRAME MA55 WALL FLOOR
5.DE51GN LOAD CALCULATION ARE BASED ON: ROOMS OTHER THAN SLEEPING 40 P51 ZONE U-FACTOR U-FACTOR FENESTRATIN K-VALUE WALL R-VALUE K-VALUE PWALUE WALL PWALUE t SPACE WALL
LIVE LOAD:AS PER TABLE R301.4,BUILDING CODE of NEW YORK STATE 2020. SLEEPING ROOMS 30 PSI 5HGC R.-VALUE DEPTH R-VALUE
DEAD LOAD:CALCULATED AS PER R301.3 AS PER BCNY5 2020. ATTICS WITH LIMITED STORAGE 10 P51
ATTICS WITHOUT STORAGE 1 O PSI
SNOW LOAD:20 PSI GROUND SNOW LOAD(AS PER FIG.R301.2(5)13CNY5 2020. STAIRS 40 P51 4 0.32 0.55 0.40 49 20 OR 13+5 8/ 13 19 10/ 13 10, 2FT 10/ 13
WIND EXPOSURE CATEGORY"C',FOR 130 MPH 3 SECOND GUST.
AP U-^AS NOT I
LOCATION LIVE DEAD DELECT LIMIT
IST.FL. 40 LB. 12 U3G0 NAILING SCHEDULE DATE:
B.P.#
2ND.FL.(SLEEP AREA) 30 LB. 12 U3GO (PER AF t PA AMERICAN WOOD COUNCIL WFCM FOR FEE: 3
ATTIC(NON STORAGE) 20 LB. 10 U3GO ONE AND TWO FAMILY DWELLINGS 2015 SBC HIGH WIND EDITION) - V �'Y;
ROOF 20 LJ3. 15 U3G0 JOINT DESCRIPTION NUMBER OF COMMON NAILS NAIL SPACING NOTIFY BUILD t;ay "."Ar TMI FNT AT
C.THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR;THE CONSTRUCTION MEANS,METHODS, ROOF FRAMING 765-1802 8 AN! TFOLLOWING I"JSF'L r^- � FOR THE
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 JOIST TO TOP PLATE(TOE-NAILED) 3 PER JOIST 1 ivl`J
THERE ARE NO WARRANTIES,NOR ANY MERCHANTIBILfTY OF FITNESS FOR A SPECIFIC USE EXPRESSED CEILING J015T TO PARALLEL RAFTER(FACE-NAILED) 3 EACH LAP 1. FOUNDATION TWO REQU,RED
OR IMPLIED IN THE USE OF THESE PLANS. CEILING JOIST LAPS OVER PARTITION((FACE-NAILED) 3 EACH LAP FOR F�CUREp CCTkJ RGTE
RIDGE STRAP(EACH END) 2 PER TIE 2. ROU
7.CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE STARTING CONSTRUCTION.DO NOT SCALE GH - FRAM; PLUMBING
BLOCKING TO RAFTER(TOE-NAILED) 2-5d EACH END
DRAWINGS.FOLLOW DIMENSIONS ONLY. RIM BOARD TO RAFTER(END-NAILED) 2-1 Gd EACH END 3• INSULATION
8.CONTRACTOR(5)SHALL FURNISH AND INSTALL ALL MATERIAL AND EQUIPMENT SHOWN,LISTED,OR 4• FINAL
- ,,_ -
DESCRIBED ON THESE DRAWINGS SUBJECT TO QUALIFICATIONS,CONDITIONS,OR EXCEPTIONS WALL FRAMING L CEPTIONS AS 0 /1 I� MUST
TOP PLATE TO TOP PLATE(FACE-NAILED) 2-16d PER FOOT I B F CON:
NOTED.CONTRACTOR SHALL FURNISH ALL LABOR,5C.AFFOLDING,AND TOOLS NECESSARY TO 15O• f� / - COMPLET� r C:
TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-1 Cd JOIST EA.SIDE
COMPLETE THE WORK. STUD TO STUD(FACE-NAILED) 2-1 Gd 24'O.C. O _i3O ��� I ALL CONSTRUCTICh' ILL MEET THE
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
AND SPECIFICATIONS. TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2-1 Gd,3-1 Gd,4-1 Gd PER 2x4,2xG,2x8 RESPECTIVELY 53 // ( EQUIREMENTS OF THE CODES OF NEW
10.CONTRACTOR SHALL OBTAINY ALL REQUIRED INSPECTIONS,APPROVALS AND CERTIFICATE OF BOTTOM PLATE TO FLOOR JOIST,BAND JOIST, ORI� NOT RESPONSIBLE FOR
OCCUPANCY. END J015T OR BLOCKING(FACE-NAILED) 2-1 Gd PER FOOT / I DESIGN OR CONSTRUCTION ERRORS.
DEMOLITION FLOOR FRAMING
1. CONTRACTOR SHALL DEMOLISH WALLS,FLOOR, AND EY15TING ROOF AS INDICATED ON DRAWINGS J015T TO SILL,TOP PLATE TO GIRDER(TOE-NAILED) 4-8d PER JOIST
AND AS NECESSARY,AND REMOVE ALL DEBRIS. BRIDGING TO JOIST(TOE-NAILED) 2-8d EACH END
2. CONTRACTOR SHALL DO ALL PATCHING REQUIRED DUE TO REMOVAL OF IXISTNG WORK AND OF BLOCKING TO JOIST(TOE-NAILED) 2-8d EACH END
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 P055113LE UNLF55 LEDGE STRIP TO BEAM(FACE-NAILED) 3-1 Gd EACH JOIST
OTHERWISE NOTED. J015TON LEDGE TO BEAM CfOE-NAILED) 3-8d PEP J015T I COMPLY WITH ALL CODES OF
4. EXISTING STRUCTURE AND INTERIORS TO REMAIN SHALL BE PROTECTED AS NECESSARY DURING BAND JOIST TO J015T(END-NAILED) 3-1 Cd PER JOIST I DEMOLITION AND CONSTRUCTION. BAND J015T TO SILL OR TOP PLATE(TOE-NAILED) 2-1 Gd PER FOOT I NEW YORK STATE & TOWN
CODES
5. CONTRACTOR SHALL PROTECT EXISTING SERVICES TO REMAIN AND SHALL NO-IFY ALL UTILITIES AND ROOF SHEATHING 23.8
TELEPHONE SERVICES AND MAKE ARRANGEMENTS FOR HOOK-UP,REMOVAL,OR CAPPING OF EQUIPMENT 5TRUCURAL PANELS 8d (TABLE 3.8) AS R EQ U I R
ELE D AND J CONDITIONS O�
AS NECESSARY. DIAGONAL BOARD SHEATHING I I
I'xG"OR I'x8" 2-8d PER SUPPORT
FOUNDATIONS I'x 10"OR WIDER 3-8d PER SUPPORT
1.ASSUMED 501L BEARING CAPACITY, 1,500 Ib./Sq.Ft. S1 '.J ED1 r'TnI"�r f L%A'V'iG BO M
2.CONCRETE TO BE PLAIN,REINFORCED,3,000 F75i.-28 DAY TEST. CEILING SHEATHING
3.ALL NEW FOOTINGS TO REST ON UNDISTURBED SOIL. GYPSUM WALLBOARD 5d coolers 7'EDGE/ 10'FIELD I L i�'V nY i SUS i EES
GENERAL CONSTRUCTION WALL SHEATHING
I.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION,EQUIPMENT AND SERVICES NECE55APYTO 5TRUCURAL PANEL 8d (TABLE 3•9) I _l���� f i ` 17.
COMPLETE ALL WOOD AND PLASTIC WORK REQUIRED BY THE DRAWINGS AS SPECIFIED HEREIN,OR FIBERBOARD PANELS I EXISTING
REASONABLY IMPLIED AS NECESSARY TO COMPLETE THE WORK. 7/10 8d 3"EDGE/G'FIELD I FRAME
2.FASCIAS,SOFFITS AND EXTERIOR TRIM SHALL MATCH EXISTING. 25/32' 8d 3"EDGE/G"FIELD N GARAGE N
3.INTERIOR TRIM SHALL MATCH EXISTING. GYPSUM WALLBOARD 56 coolers 7"EDGE/ 10'FIELD
4.FRAMING ELEMENTS: HARDBOARD 8d (TABLE 3.9)
A.ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH 5TRUCTURAL GRADE No.2 PARTICALBOARD PANELS 8d (TABLE 3.9)
OR BETTER. DIAGONAL BOARD SHEATHING I BCCUPANCY OR
.ALL ENGINEERED LUMBER SHALL BE AS INDICATED ON DRAWINGS,AND 51fALL BE INSTALLED,CUT INC"I NC"OR 1'x8' 2-8d PER SUPPORT
AND DRILLED IN ACCORDANCE WITH MANUFACTURERS REQUIREMENTS AND SPECIFICATIONS. 1'xI0'OR WIDER 3-8d PER SUPPORT USE IS UN LAWFU L
C.ALL SHEATHING TO BE APA RATED,EXPOSURE 1,THICKNESS AS INDICATED.
D.ALL SLID FLOORING TO BE APA RATED STUDD'-I-FLOOR,EXPOSURE 1,3/4"MIN.THICKNE5. FLOOR SHEATHING
E.ALL HEADERS G'-O"AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS,9'-0"AND OVER STRUCUURL PANELS I WITHOUT C E RTI FI CAT
WITH TRIPLE UPRIGHTS.ALL HEADERS SHALL BE A MIN.OF(2)2"x8"OR AS SHOWN ON DRAWING. I'OR LESS 8d G'EDGE/ 12"FIELD
F.SOLID BLOCKING SHALL BE PROVIDED FOR All JOISTS AND FLOOR BEAMS AS PER 13CNY5 2020 GREATER THAN I' I Od G'EDGE/G'FIELD I 23.8'
OR A5 NOTED @ 8'-CV'O.C.MIN..PROVIDE 2"SPACE FOR AIR CIRCULATION IN ROOF. DIAGONAL BOARD SHEATHING
G.PROVIDE DOUBLE FRAMING AROUND ALL OPENINGS(STAIRS,ETC.)OR AS NOTED ON DRAWINGS. I'xG'OR I'x8' 2-8d PER SUPPORT I F OCCUPANCY
H.PROVIDE DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON IN 10'OR WIDER 3-8d PER SUPPORT
DRAWING.
I.ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL
CONNECTORS BY"51MP50N"OR APPROVED EQUAL.
J.NAILING SCHEDULE SHALL BE AS PER BUILDING CODE of NEW YORK STATE 2020 AS A MINIMUM. I
ALL 2"xG'STUDS SHALL RECEIVE(5) 1 Od NAILS AT SILL AND PLATE.ALL EXTERIOR NAILS SHALL BE I R FTAICJ STORM WATER RUNOFF
GALVANIZED. SEE ATTACHED NAILING SCHEDULE. I P[Ji�SUANT TO CHAPTER 23G
K.PLYWOOD SHEATHING NAILED 8d NAIL'i @ 4"O.C.EXTERIOR EDGES AND Cd NAILS @ 12" I 0 F THE TOWN CODE. All exterior light �19
O.C.INTERMEDIATE. SEE ATTACHED
NAILING SCHEDULE. I
L.ALL INTERIOR AND EXTERIOR FINISHES TO BE SELECTED BY OWNER.
M.ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE installed,replace I or
TYPE CONNECTORS BY"51MP50N"OR APPROVED EQUAL.FOR TIMBER PILE FOUNDATION5,PROVIDE 11'ajX'�d ,Sh't�ll COrI O
HURRICANE CLIPS AT ALL PERIMETER JOISTS TO GIRDER �'e
CONNECTIONS. ^� I Y
5.ALL NEW WINDOWS TO BE THERMAL INSULATED LOW-E GLASS,WITH ARGON GA5,IMPACT RESISTANT AS " _ -
REQUIRED. > a (" --
'
to Chapter 17
G.LOAD PATHS ARE INDICATED BY SECTION DRAWINGS. I 4"" ' " �. r THESE PLANS ARE AN INSTRUMENT OF SERVICE
7.STRAPPING AND NAILING TO MEET MINIMUM CODE REQUIREMENTS OF THE 2020 RBCNY5 AND 2020 _ - `_ -' _ _ _ __ "" of the'To.,,�T�CC, �Er
AND ARE THE PROPERTY OF THE ARCHITECT.
8.FL (SEE NAILING SCHEDULE) - .�. I L O 0 v INFRINGEMENTS WILL BE PROSECUTED
8.FLASHING AT ALL WINDOW AND DOOR OPENINGS SHALL BE EPDM OR APPROVED RUBBERIZED TAX LOT #
MEMBRANE. O
9.FLASHING AT ROOF CONNECTIONS,VALLEYS,CHININEY5 AND CRICKETS SHALL BE ALUMINUM. I I v ( Ln 2022 ALL RIGHTS RESERVED
10.STEP FLASHING SHALL BE USED AT ALL INTERSECTIONS OF SLOPED AND VERTICAL SURFACES,EXCEPT 4 I I C) N
STEP FLASHING AND COUNTER-AND CAP-FLASHING SHALL BE USED AT INTERSECTION OF ROOF AND 4y I f- O
CHIMNEY,AND ROOF AND WALLS. CORNER II_1
1 1.INSULATION SHALL BE GATT INSULATION OF THICKNESS INDICATED ON THE DRAWINGS AND SHALL BE
2-1/2 lb. DENSITY FIBER-GLASS BATTS CONFORMING TO THE SPECIFICATIONS FOR PRE-FORMED FIBROUS
GLA55 INSULATION.NAAMM STANDARD 51, 1 b-70. CLOSED-CELL SPRAY-IN FOAM INSULATION(R-G.5 PER
INCH)BY ICYNENE OR APPROVED EQUAL SHALL BE PROVIDED AS INDICATED ON DRAWINGS. O LD DO WN O O I I r(1
12.NEW INTERIOR DOORS SHALL MATCH EXISTING. O I J Robert 1. Brown
13. NEW HARDWARE SHALL MATCH EXISTING. O I
14.GYPSUM BOARD SHALL BE EASED EDGE TYPE,CONFORMING TO A5TM C3G,AND SHALL BE Q
'5HEETROCK SW"BY U.S.GYPSUM CO.OR APPROVED EQUAL. GYPSUM WALLBOARD THICKNESS SHALL BE O N
1/2' .� 0 I Architect, P.C.
15.ALL NEW AND REPAIRED GYP.BOARD SHALL BE TAPED AND 5PACKLED THREE(5)COATS.ALL EXTERIOR
CORNERS SHALL HAVE METAL CORNER BEADS.
[� EXISTING WOOD DECK Lu
FINISHES / J ; -f - I Zo5 Bay Ave. Greenport NY
1. NEW WOOD FLOORS TO BE SELECTED BY OWNER,:SANDED AND POLYURETHANE,3 COATS. z I in o@ribrownarchitect.com
2. EXISTING WOOD FLOORS SHALL BE SANDED AND REFINISHED.
3. CERAMIC TILE FLOOR SHALL BE SELECTED BY OWNER AND INSTALLED WITH THIN SET 631 477 9752
ADHESIVE. I Z
4.EXTERIOR PAINT SHALL BE LATEX ACRYLIC BY BENJAMIN MOORE OR APPROVED EQUAL,
APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND PECOMME4DATION5. "' I
COLOR TO BE SELECTED.
5.EXISTING INTERIOR WALLS AND CEILINGS IN ROOMS AFFECTED BY THE WORK SHALL BE ('
CLEANED AND REPAINTED. NEW WALL5 AND CEILINGS SHALL BE SEALED AND PAINTED. I Z
PAINTING SHALL BE TWO (2)COATS BENJAMIN MOOR:E AQUA PEARL LATEX PAINTED,COLOR TO RIDGE CROSS SECTION END VIEW
I � I IT IS A VIOLATION OF THE LAW FOR ANY PERSON,
BE SELECTED.
G. INTERIOR TRIM SHALL BE SANDED SMOOTH,PRIMED,AND FINISHED WITH TWO(2)COATS UNLESS ACTING UNDER THE DIRECTION OF A
BENJAMIN MOORS LATEX ACRYLIC SEMI-GLOSS PAINT. W I LICENSED ARCHITECT,TO ALTER ANY ITEM ON
THIS DRAWING IN ANY WAY. ANY AUTHORIZED
HVAC I I ALTERATION MUST BE NOTED,SEALED,AND
1.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION,EQUIPMENT AND SERVICES I DESCRIBED IN ACCORDANCE WITH THE
NECESSARY TO PROVIDE A HVAC SYSTEM TO HEAT AND COOL THE LIVING SPACES
AS REQUIRED BY THE DRAWINGS AND SPECIFICATIONS AND THE 2020 MECHANICAL I EXISTING I �2' STORY
CODE of NEW YORK STATE,OR REASONABLY IMPLIED AS NECESSARY TO COMPLETE e
TO WORK. I FRAME DWELLING CD
2.EXISTING BOILER TO REMAIN.
3.EXISTING
AIR HANDLERS AND CONDITIONERS TO REMAIN,EXTENT DUCTWORK ASNEC
4.PROVIDE AIR-HANDLERS,DUCTWORK,AND CONTROLS AS NECE55APYTO yl
COMPLETE THE WORK FOR AIR CONDITIONING IN ALL ZONES.
PLUMBING I I W �
1.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION, EQUIPMENT,AND SERVICES
NECESSARY TO COMPLETE ALL NEW PLUMBING WORK REQUIRED BY THE DRAWINGS
AND SPECIFICATIONS AND THE 2020 PLUMBING CODI'_of NEW YORK STATE,OR ""
REASONABLY IMPLIED AS NECESSARY TO COMPLETE THE WORK.
�o rig
2.CONFORM TO THE NEW YORK STATE ENVIRONMENTAL CONSERVATION LAW WITH < I n
REGARDS TO WATER SAVING AND CONSERVATION. ALL FIXTURES SHALL BE ON THE l L
APPROVED"LIST OF CERTIFIED WATER SAVING PLUMBING FIXTURES'AS PUBLISHED BY
THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION. z
3. ALL WORK ON THE PLUMBING SYSTEM SHALL BE PERFORMED BY OR UNDER THE I I PROPOSED RENOVATION NEW WOOD _
SUPERVISION OF A PROPERLY LICENSED MASTER PLUMBER. UPON COMPLETION,THE /I N EXISTING FOOTPRINT STEPS I -1 CLIENT OWNER
PLUMBER SHALL PROVIDE A SOLDER CERTIFICATE AS REQUIRED BY THE TOWN OF
SOUTHOLD. 4'-0" I '-G"
4.THE CONTRACTOR SHALL OBTAIN,SUBMIT,AND PAY FOR ALL PERMITS, -LFs LI I� I 1
CERTIFICATIONS,LICEN5E5 AND INSPECTIONS A55 REQUIRED BY LOCAL,STATE,AND
FEDERAL AUTHORITIES,AND ANY OTHER APPLICABLE JURISDICTION. I /
FLOOR I
GOMEZ
ELECTRICAL JOIST I I Q= JORGE
1.FURNISH ALL LABOR,MATERIALS,EQUIPMENT,PLANT,TOOLS,AND SERVICES
NECESSARY AND REQUIRED FOR PROPER AND COMPLETE INSTALLATION OF ALL NEW L REM vE EXISTING N 1 ELECTRICAL SYSTEMS AND RELATED WORK INCLUDING,BUT NOT LIMITED TO: CON I.RETE WALKWAY I 514 BAILEY AVENUE
CONNECTIONS TO PREVIOUSLY INSTALLED ELECTRICAL SYSTEMS,WIRING,LIGHTING,
SERVICES,FEEDERS,DISTRIBUTION AND PROTECTION EQUIPMENT,CONNECTIONS TO / I N' AND ff EPS 2 5 27 GREENPORT, NY 11944
APPLIANCES, GROUNDING,AND ALL INCLUDING ALL CONNECTIONS AND DEVICESWITHIN I ��
RAWING5 AND
AND 5PC1E SCOPE 0F THE WORK AS FIC TIION5AND AS NORMALLY SPECIFIED CIIFFIED IN TH 5N THE 1 CABLE DTYPE OF PROJECT AND i I w,G G Cj�O�V V
INCLUDING CONNECTIONS TO PREVIOUSLY INSTALLED TRANSFORMERS AND PROJECT TITLE
ELECTRICAL DISTRIBUTION SYSTEMS. 3
2.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2020 BUILDING CODE
of NEW YORK STATE,THE NATIONAL ELECTRICAL CODE,NFPA NO, -2017(NEC), " I \
LOCAL UTILITY STANDARDS,OCCUPATIONAL SAFETY AND HEALTH CAT(OSHA),THE INTERIOR & EXTE RI O R� I �'
NATIONAL ELECTRICAL MANUFACTURERS'ASSOCIATION(NEMA)AND ANY OTHER I .�O " `f,'
APPLICABLE CODES. IN THE EVENT OF CONFLICT,THE MORE STRINGENT = ^� 0 0 vV RENOVATION
REQUIREMENTS WILL APPLY. 0
3.ALL PRODUCTS USED FOR ELECTRICAL WORK SHALL BEAR THE UNDERWRITERS FLooR
LABORATORIES,INC.LABEL AND BE SUITABLE FOR THE ENVIRONMENT IN WHICH THEY JOf5T =
WILL BE INSTALLED.
4.ALL WORK ON THE ELECTRICAL SYSTEM SHALL BE PERFORMED BY OR UNDER THE
5UPERV15ION OF A PROPERLY LICENSED MASTER ELECTRICIAN. DRAWING TITLE
5.THE CONTRACTOR SHALL OBTAIN,SUBMIT,AND PAY FOR ALL PERMITS,LICENSES
AND INSPECTIONS AS REQUIRED BY THE LOCAL,STATE,AND FEDERAL AUTHORITIES,
AND ANY OTHER ONOXIDE DETECTORS
TO JURISDICTION. GENERAL NOTES
G.CARBON MONOXIDE DETECTORS IN CONFORMANCE=WITH APPLICABLE CODES A `v
SHALL . CONNECTED THE LIGHTING CIRCUITS WITH NO INTERVENING WALL SITE PLAN
SWITCH. LINE CORD-CONNECTED,
NECTED,DIRECT PLUG-IN,A1JD BATTERY POWERED ALARMS
ARE NOT ACCEPTABLE. ALARMS SHALL BE INSTALLED ON EACH LEVEL ON WHICH
SLEEPING QUARTERS ARE LOCATED.
7.SMOKE DETECTORS IN CONFORMANCE WITH THE 2020 BUILDING CODE of NEW UPLIFT CONNECTIONS BASED ON SURVEY BY:
YORK STATE,THE NFPA NATIONAL FIRE ALARM CODE NO.72-1993 SHALL BE
PROVIDED OUTSIDE EACH SEPARATE SLEEPING AREA,IN EACH SPLEEPING AREA,AND METES AND BOUNDS SURVEYING
ON EACH FLOOR LEVEL. C 0 N N E C T 1 0 N 5 D E T A I L SITE F'LA N DATED: 30 J U N E 2019 SCALE
CONTRACTOR SHALL COORDINATE WITH OWNER'S ALARM COMPANY FOR SMOKE AND o6 DECEMBER,2o2z
1 =10-0'
BURGLAR ALARMS AS NECESSARY. SCTM: 1 000 - 34 - 04 - I I
SCALE: I" = 10'-0" AREA: G,705.9' (0. 15 AC) DRAWING NO.
EXISTING EXCEPT AS NOTED ZONED: R-40
ISSUES/REVISIONS
17
OO EXISTING KITCHEN 0
EXISTING BEDROOM 3 EXISTING
BATHROOM
EXISTING OFFICE EXISTING DINING ROOM
EXISTING (3) 2x8 DROP BEAM
Lx
JDOWN r v
EXISTING BASEMENT STAIRS
TO REMAIN EXISTING BEDROOM I
EXISTING BEDROOM 2
EXISTING LIVING ROOM
EXISTING BASEMENT TO REMAIN
UP
i
REMOVE EXISTING WALL
PROVIDE TEMPORARY BRACING
CUT 3'-0" HOLE IN CUT 3'-0" HOLE IN AND SUPPORT FOR EXISTING
EXISTING FOUNDATION EXISTING FOUNDATION CEILING AS NECESSARY 2x4 INTERIOR CONSTRUCTION
WALL FOR ACCESS WALL FOR ACCE55 12'-1 1" 4'-1 1" 3'-G" 2'-C
2x6 EXTERIOR CONSTRUCTION
ADD EXTRA WALL STUDS _ _ _ _ _ R-21 BATT INSULATION
ANCHOR INTO EXISTING O ANCHOR INTO EXISTING UNDER GIRDER AS NECESSARY (2) 1 3/4"x 1 1 7/5" 2.OE MICROLLAM LVL GIRDER 2, 2„ CD-X RATED PLYWOOD SHEATHING
FOUNDATION w/ 12"#5 REBAR � z FOUNDATION w/ 12"#5 REBAR I U `\ING TO MATCH EXISTING
co
INTO PLACE @ 12" O.C. VERTICAL - p INTO PLACE @ 12" O.C. VERTICALI 0
j 4"I 4" z 2x4 EXTERIOR CONSTRUCTION TO - N _ EXISTING ROOF TO REMAIN
N I I N z n 00 N NEW WOOD FLOORING TO MATCH EXISTING p PROPOSED REPAIR AND PATCH A5 NECESSARY
_ '�S _ BE FLUSH WITH EXISTING INTERIOR — I „ NEW WOODEN STEPS l
2" RAT SLAB _ w R-21 BATT INSULATION I/2"SHEETROCKING ON All NEW WALLS AND CEILING MUDROOM z TO CODE (TYP.)
I I v c� TAPE, SPACKLE, PAINT 3 COATS 1,
m z w CD-X RATED PLYWOOD SHEATHING r` l J
N g p I I m SIDING TO MATCH EXISTING `� '
w O m ( 0 4 THESE PLANS ARE AN INSTRUMENT OF SERVICE
I N /
- -- - - - - - - - - zro� - - - - - - - - - J u'SF (2) 2x 10 H EADER. 3'- " 3'-8- YAND ARE THE PROPERTY OF THE
�C ARCHITECT.
INFRINGEMENTS WILL BE PROSECUTED
FIRST SECOND PLAN (NO CHANGE)
— — — — — G'-10. 1 3'-0 1/2" 4'-2 1/2" 2xG EXTERIOR CONSTRUCTION 2022 ALL RIGHTS RESERVED
' R 2 I GATT INSULATION
24'-1" 24'-1" CD-X RATED PLYWOOD SHEATHING
NEW 8" PQt9RfD GQN, JULFE (2) NEW PELLA 250 SERIES NEW PELLA 250 SERIES 51DING TO MATCH EXISTING SCALE: 114" = P-0"
FOUNDATION WALL w/#5 / VINYL 3-0/4-G VINYL 3-0/4-G EXISTING EXCEPT AS NOTED
REBAR IN EACH DIRECTION. C DOUBLE HUNG WINDOW DOUBLE HUNG WINDOW
MINIMUM 3'-0" BELOW GRADE
ON UNDISTURBED 501E Robert I. Brown
NOTE: Architect, P.C.
FOUNDATIONPLAN NOTE: 1-I RST f LO O R PLAN REMOVE EXISTING ENCLOSED PORCH
REMOVE EXISTING ENCLOSED PORCH STRUCTURE AND FOUNDATION. 20S Bay Ave. Green port NY
SCALE: I/4" = I'-0' NEW CONSTRUCTION TO BE WITHIN
STRUCTURE AND FOUNDATION. SCALE: 1/4" = 1'-0" NEW CONSTRUCTION TO BE WITHIN lnr0 rlbrownarchitect.com
EXISTING EXCEPT AS NOTED EXISTING FOOTPRINT. EXISTING EXCEPT AS NOTED EXISTING FOOTPRINT.
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
ALTERATION MUST BE NOTED,SEALED,AND
DESCRIBED IN ACCORDANCE WITH THE LAW.
T
�..DOWN
_
0 '
"
TO EXISTING LIVING
ROOM FIXTURES EXISTING ROOF TO REMAIN +' s
NEW R-30 BATT INSULATION ;�� CLIENT/OWNER \
IN EXISTING RAFTERS
UP EXISTING '`L
TO REMAIN GOMEZ
REPAIR AND PATCH AS NECESSARY
REPAIR AND PATCH s 2x8 CEILING JOISTS JORGE
TRIM AND SOFFITS @ I G" D.C. (2) 1 3/4"x I 1 74" 2.OE 514 BAILEY AVENUE
AS NECESSARY MICROLLAM LVL GIRDER
(2) 2x I O HEADER GREENPORT, NY 11944
13 REMOVE EXISTING WALL
' b s s\ PROVIDE TEMPORARY
— -- — ` — — — — 2xG EXTERIOR CONSTRUCTION BRACING AND SUPPORT PROJECT TITLE
R 19 BATT INSULATION FOR EXISTING CEILING AS
CD-X RATED PLYWOOD SHEATHING NECESSARY INTERIOR & EXTERIOR
2x6 EXTERIOR CONSTRUCTION SIDING TO MATCH EXISTING/ 3 R-19 BATT INSULATION STRAPPING AS NEEDED RENOVATION
\ '- CD-X RATED PLYWOOD SHEATHING REMOVE EXISTING NEW FLOORING TO BE LEVEL
SIDING TO MATCH EXISTING
Y ENCLOSED PORCH WITH EXISTING
STRUCTURE AND
(2) NEW PELLA 250 SERIES NEW PELLA 250 SERIES
VINYL 3-0/4-6 VINYL 3-O/4-G NEW WOODEN STEPS FOUNDATION
TO CODE(TYP.) NEW 2x8 JOISTS @ I G"O.0 DRAWING TITLE
DOUBLE HUNG WINDOW _ _ _ _ _ DOUBLE HUNG WINDOW _ TO MATCH EXISTING FLOOR PLANS
1� R-30 BATT INSULATION CUT 3'-0" HOLE IN
EXISTING FOUNDATION ELEVATIONS
NEW 8" POURED CONCRETE = 2" RIDGED INSULATION WALL FOR ACCESS
REMOVE EXISTING ENCLOSED PORCH FOUNDATION WALL w/#5
STRUCTURE AND FOUNDATION REBAR IN EACH DIRECTION.
MINIMUM 3'-0" BELOW GRADE 2" RAT SLAB EXISTING FOUNDATION
FIRST FLOOR ELECTRIC PLAN (PARTIAL) WESTON UNDISTURBED SOIL TO REMAIN o6 DECEMBER,aoaa SCALE ELEVATION (FRONT) 1/4"=i
SCALE: I/4" = I'-O" SCALE: I/4" = I'-O' DRAWING NO.
EXISTING EXCEPT AS NOTED EXISTING EXCEPT AS NOTED SECTION DETAIL
SCALE: 1/4" = I'-0"
EXISTING EXCEPT AS NOTED
ISSUES/REVISIONS
RESIDENTIAL GENERAL NOTES
MISC. GENERAL NOTES CLIMATIC AND GEOGRAPHIC CRITERIA U
1.THI5 PROJECT 15 THE DEMOLITION OF AN EXISTING 5UNROOM AND CONSTRUCTION OF INTERIOR GROUND SNOW LOAD 20 P5F (PER FIG. 1608.2 BCNY5 2020 VV���✓✓✓"`���
LIVING SPACE FOR AN FX15TING TWO STORY SINGLE FAMILY RESIDENCE,ZONED AS R-40. WIND SPEED(ULTIMATE DESIGN) 130 MPH (PER FIG. 1609.3(1)13CNY5 2020
ALL CONSTRUCTION WILL TAKE PLACE IN51DE THE EXISTING BUILDING FOOTPRINT. SEISMIC DESIGN CATAGORY B (PER SECT. 1613 BCNY5 2020
2.THE EXISTING HEIGHT OF THE STRUCTURE AS DEFINED BY THE BUILDING CODE of N`-W YORK STATE WINTER DE51GN TEMP I I`F (PER TABLE N 1 10 1.2)
2020 15 22'-2'.THE PROPOSED CONSTRUCTION WILL NOT CHANGE THE HEIGHT. FLOOD ZONE WA (PERFEMA MAP) FROM TABLE N 1 102. 1 .2 (R402. 1 .2) INSULATION AND FENESTRATION REQU I REM ENT5 BY COMPONENT
3.THE TYPE OF CONSTRUCTION 15 TYPE V(13). FROST LINE DEPTH 36"
WEATHERING PROBABILITY SEVERE (PER BCNY5 2020
4.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2020 BUILDING CODE of NEW YORK DE51GN LOAD CALCULATIONS (UNIFORM LIVE LOADS)
STATE,2020 EXISTING BUILDING CODE of NEW YORK STATE,AND THE AF s PA WOOD FRAME GLAZED BASEMENT SLAB CRAWL
CONSTRUCTION MANUAL 2015 HIGH WIND EDITION. PER TABLE 1607.1 BCNY5 2020 CLIMATE FENESTRATION SKYLIGHT CEILING WOOD FRAME MA55 WALL FLOOR �Dl
ROOMS OTHER THAN SLEEPING 40 P51 FENESTRATIN WALL R.-VALUE SPACE WALL J �(J _5.DESIGN LOAD CALCULATION ARE BASED ON: SLEEPING ROOMS 3o Psl ZONE U-FACTOR U-FACTOR SHGC R.-VALUE WALL R-VALUE R.-VALUER.-VALUER-VALUE DEPTH R-VALUE
LIVE LOAD:AS PER TABLE R301.4,BUILDING CODE of NEW YORK STATE 2020. ATTICS WITH LIMITED STORAGE 20 P51
DEAD LOAD:CALCULATED AS PER R301.3 AS PER BCNYS 2020. ATTICS WITHOUT STORAGE 10 P51
SNOW LOAD:20 P51 GROUND SNOW LOAD(AS PER FIG.R301.2(5)BCNYS 2020. STAIRS 40 P51 4 0.32 0.55 0.40 49 20 OR 13+5 -5/ 13 19 10/ 13 10, 2FT 10/ 13
WIND EXPOSURE CATEGORY"C",FOR 130 MPH 3 SECOKD GUST.
LOCATION LIVE DEAD DELECT LIMIT
I5T.FL. 40 LB. 12 U360 NAILING SCHEDULE
2ND.FL.(SLEEP AREA) 30 LB. 12 U360 (PER AF 4 PA AMERICAN WOOD COUNCIL WFCM FOR
ATTIC(NON STORAGE) 20 LB. 10 U3GO ONE AND TWO FAMILY DWELLINGS 2015 SBC HIGH WIND EDITION)
ROOF 20 LB. 15 U3GO JOINT DESCRIPTION NUMBER OF COMMON NAILS NAIL SPACING
6,THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE CONSTRUCTION MEANS,WETHOD5, 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 JOIST TO TOP PLATE(TOE-NAILED) 3 PER J015T
THERE ARE NO WARRANTIES,NOR ANY MERCHANTIBILITY OF FITNESS FOR A SPECIFIC USE EXPRESSED CEILING JOIST 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
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
8.CONTRACTOR(5)SHALL FURNISH AND INSTALL ALL MATERIAL AND EQUIPMENT SHOWN,LISTED,OR RIM BOARD TO RAFTER(END-NAILED) 2-16d EACH END
DESCRIBED ON THESE DRAWINGS SUBJECT TO QUALIFICATIONS,CONDITIONS,OR EXCEPTIONS AS WALL FRAMING \
NOTED.CONTRACTOR SHALL FURNISH ALL LABOR,SCAFFOLDING,AND TOOLS NECES5ARY TO TOP PLATE TO TOP PLATE(FACE-NAILED) 2-1 Gd PER FOOT
TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-16d JOINT EA.51DE 5O 100 \\ '
COMPLETE THE WORK. STUD TO STUD(FACE-NAILED) 2-1 Gd 24"O.C. 330?-'7
9.ALL MATERIAL SHALL BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURES REQUIREMENTS HEADER TO HEADER(FACE-NAILED) 16d 16"O.C.ALONG EDGES
AND SPECIFICATIONS. TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2-1 Gd,3-1 Gd,4-1 Gd PER 2x4,2x6,2x8 RESPECTIVELY '
10.CONTRACTOR SHALL OBTAIN ALL REQUIRED INSPECTIONS,APPROVALS AND CERTIFICATE OF BOTTOM PLATE TO FLOOR JOIST,BAND JOIST,
OCCUPANCY. END J015T 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 J015T TO SILL,TOP PLATE TO GIRDER(TOE-NAILED) 4-8d PER J015T
AND AS NECESSARY,AND REMOVE ALL DEBRIS. BRIDGING TO JOIST(TOE-NAILED) 2-8d EACH END
2. CONTRACTOR SHALL DO ALL PATCHING REQUIRED DUE TO REMOVAL OF EXISTING WORK AND OF BLOCKING TO JOINT(TOE-NAILED) 2-8d EACH END
INSTALLATION OF NEW WORK,A5 NECESSARY. BLOCKING TO SILL OR TOP PLATE(FACE-NAILED) 3-1 Gd EACH BLOCK
3. ALL NEW WORK SHALL MATCH AND MEET FLUSH TO 1 XI5TING WORK AS CLOSELY AS P055113LE UNLESS LEDGE STRIP TO BEAM(FACE-NAILED) 3-16d EACH J015T
OTHERWISE NOTED. J015T ON LEDGE TO BEAM(TOE-NAILED) 3-8d PER J015T
4. EXISTING STRUCTURE AND INTERIORS TO REMAIN 5HALL BE PROTECTED A5 NECESSARY DURING BAND J015T TO J015T(END-NAILED) 3-1 Gd PER JOIST
DEMOLITION AND CONSTRUCTION. BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-1 Gd PER FOOT I 23.8'
5. CONTRACTOR SHALL PROTECT EXISTING SERVICES TO REMAIN AND SHALL NOTIFY ALL UTILITIES AND ROOF SHEATHING
TELEPHONE SERVICES AND MAKE ARRANGEMENTS FOR HOOK-UP,REMOVAL,OR CAPPING OF EQUIPMENT 5TRUCURAL PANELS 8d (TABLE 3•8)
AS NECESSARY. DIAGONAL BOARD SHEATHING
1"x6"OR I"x8" 2-8d PER SUPPORT
FOUNDATIONS I"xl0"OR WIDER 3-8d PER SUPPORT
1.ASSUMED 501L BEARING CAPACITY, 1,500 Ib./5q.Ft.
2.CONCRETE TO BE PLAIN,REINFORCED,3,000 r5i.-2b DAY TEST. CEILING SHEATHING
3.ALL NEW FOOTINGS TO REST ON UNDISTURBED SOIL, GYPSUM WALLBOARD 5d coolers 7"EDGE/ I O"FIELD
GENERAL CONSTRUCTION WALL SHEATHING
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 I EXISTING
7/1 G" 8d 3"EDGE/6'FIELD F RAM I RAME E
REASONABLY IMPLIED AS NECESSARY TO COMPLETE THE WORK.
2.FASCIAS,SOFFITS AND EXTERIOR TRIM SHALL MATCH EXISTING. 25/32' 8d 3"EDGE/G'FIELD N GARAGE N
3.INTERIOR TRIM SHALL MATCH EXISTING. GYPSUM WALLBOARD 5d coolers 7-EDGE/ 10'FIELD
4.FRAMING ELEMENTS: HARDBOARD 8d (TABU:3.9)
A.ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No.2 PAPTICALBOAPD PANELS 8d (TABLE 3.9) I
OR BETTER. DIAGONAL BOARD SHEATHING
B.ALL ENGINEERED LUMBER SHALL BE AS INDICATED ON DRAWINGS,AND SHALL BE INSTALLED,CUT I'x6'OR I'x8" 2-861 PER SUPPORT
AND DRJLLED IN ACCORDANCE WITH MANUFACTURERS R`-QUIREMENT5 AND SPECIFICATIONS. I'x 10"OR WIDER 3-8d PER SUPPORT
C.ALL SHEATHING TO BE APA RATED,EXPOSURE 1,THICKNESS AS INDICATED.
D.ALL SUB FLOORING TO BE APA RATED 5TURD-I-FLOOR,EXPOSURE I,3/4"MIN.THICKNE5. FLOOR SHEATHING
E.ALL HEADERS 6'-O"AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS,9'-a'AND OVER 5TRUCURAL PANELS
WITH TRIPLE UPRIGHTS.ALL HEADERS SHALL BE A MIN.OF(2)2"x8"OR AS SHOWN ON DRAWING. I'OR LESS 8d 6-EDGE/ 12'FIELD
F.SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER BCNY5 2020 GREATER THAN I" I Od 6"EDGE/G'FIELD I 23.6
OR AS NOTED @ 8'-XY'O.C.MIN..PROVIDE 2"SPACE FOR AIR CIRCULATION IN ROOF. DIAGONAL BOARD SHEATHING
G.PROVIDE DOUBLE FRAMING AROUND ALL OPENINGS(STAIRS,ETC.)OR AS NOTED ON DRAWINGS, I NG"OR I"x8" 2-8d PER SUPPORT
H.PROVIDE DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON I'x 10'OR WIDER 3-8d PER SUPPORT
DRAWING.
I.ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL
CONNECTORS BY'51MP50N"OR APPROVED EQUAL.
J.NAILING SCHEDULE SHALL BE AS PER BUILDING CODE of NEW YORK STATE 2020 AS A MINIMUM.
ALL 2"xG"STUDS SHALL RECEIVE(5) 1 Od NAILS AT SILL AND PLATE.ALL EXTERIOR NAILS SHALL BE
GALVANIZED. SEE ATTACHED NAILING SCHEDULE.
K.PLYWOOD SHEATHING TO BE NAILED 8d NAILS()4"O.C.EXTERIOR EDGES AUD Gd NAIL5 @ 12'. 1
O.C.INTERMEDIATE. SEE ATTACHED NAILING SCHEDULE.
L.ALL INTERIOR AND EXTERIOR FINISHES TO BE SELECTED BY OWNER. I o6 DECEMBER,2022
M.ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE
TYPE CONNECTORS BY'SIMPSON"OR APPROVED EQUAL.FOR TIMBER PILE FOUNDATIONS,PROVIDE
HURRICANE CUPS AT ALL PERJMETER JOISTS TO GIRDER CONNECTIONS. ' 6
5.ALL NEW WINDOWS TO BE THERMAL INSULATED LOW-E GLASS,WITH ARGON GAS,IMPACT RSI5TANT AS
f I \
REQUIRED. .� >
G.LOAD PATHS ARE INDICATED BY SECTION DRAWINGS. -- THESE PLANS ARE AN INSTRUMENT OF SERVICE
7.STRAPPING AND NAILING TO MEET MINIMUM CODE REQUIREMENTS OF THE 2020 RBCNY5 AND 2020Y I I = 0 AND ARE THE PROPERTY OF THE ARCHITECT.
(SEE NAILING SCHEDULE)8.FL ( C) O INFRINGEMENTS WILL BE PROSECUTED
8.FLASHING AT ALL WINDOW AND DOOR OPENINGS SHALL BE EPDM OR APPROVED RUBBERIZED I TAX LOT # I I O
MEMBRANE.
9.FLASHING AT ROOF CONNECTIONS,VALLEYS,CHIMNEYS AND CRICKETS SHALL BE ALUMINUM. / I 2022 ALL RIGHTS RESERVED
10.STEP FLASHING SHALL BE USED AT ALL INTERSECTIONS OF SLOPED AND VERTICAL SURFACES,EXCEPT L f I I O N
STEP FLASHING AND COUNTER-AND CAP-FLASHING SHALL BE USED AT INTERSECTION OF ROOF AND 1� 0
CHIMNEY,AND ROOF AND WALLS. CORNER II I I I M
1 1.INSULATION SHALL BE BATT INSULATION OF THICKNE'35 INDICATED ON THE DRAWINGS AND SHALL BE
2-1/2 lb. DEN51TY FIBER-GLA55 BATTS CONFORMING TO THE SPECIFICATIONS FOR PRE-FORMED FIBROUS 1-j O LD DO WN - O
GLA55 INSULATION.NAAMM STANDARD 51, 1 b-70. CLOSED-CELL SPRAY-IN FOAM IN5ULATION(R-6.5 PER
INCH)BY ICYNENE OR APPROVED EQUAL SHALL BE PROVIDED AS INDICATED ON DRAWINGS.
12.NEW INTERIOR DOORS SHALL MATCH EXISTING. 0 C
13. NEW HARDWARE SHALL MATCH EXISTING. O In ( Q Robert I. Brown
14.GYPSUM BOARD SHALL BE EASED EDGE TYPE,CONFORMING TO A5TM C36,AND SHALL BE
'5HEETROCK 5W"BY U.S.GYPSUM CO.OR APPROVED EQUAL. GYPSUM WALLBOARD THICKNESS SHALL BE
1/2" 0 I w Architect, P.C.
15.ALL NEW AND REPAIRED GYP.BOARD SHALL BE TAPED AND SPACKLED THREE(3)COATS.ALL EXTERIOR �- 00
CORNERS SHALL HAVE METAL CORNER BEADS.
FINISHES J \� � [� I EXISTING WOOD DECK Tfl
wo
Zo Bay Ave. Greenport NY
1. NEW WOOD FLOORS TO BE SELECTED BY OWNER,SANDED AND POLYURETHANE,3 COATS. / \ e z FW- I inPo@ribrownarchitect.com
2. EXISTING WOOD FLOORS SHALL BE SANDED AND REFINISHED. L _ Lu
3. CERAMIC TILE FLOOR SHALL BE SELECTED BY OWNER AND INSTALLED WITH THIN 5`T :� \ E,' 13 9 z I 631 477 975Z
ADHESIVE.
4.EXTERIOR PAINT SHALL BE LATE(ACRYLIC BY BENJAMIN MOORE OR APPROVED EQUAL,
APPLIED IN ACCORDANCE WITH MANUFACTURER'S 5PECIFICATION5 AND RECOMMENDATIONS. _ O
COLOR TO BE SELECTED. U
5.EXISTING INTERIOR WALL5 AND CEILINGS IN ROOMS AFFECTED BY THE WORK SHALL BE I 0
CLEANED AND REPAINTED. NEW WALL5 AND CEILINGS SHALL BE SEALED AND PAINTED, RIDGE CROSS SECTION END VIEW I z
PAINTING SH L BE TWO (2)COATS BENJAMIN MOORE AQUA PEARL LATE(PAINTED,COLOR TO I IT IS A VIOLATION OF THE LAW FOR ANY PERSON,
E
G. INTERIOR TRIM SHALL BE SANDED SMOOTH,PRIMED,AND FINISHED WITH TWO(2)COATS I I UNLESS ACTING UNDER THE DIRECTION OF A
BENJAMIN MOORS LATEX ACRYLIC SEMI-GLOSS PAINT. W
LICENSED ARCHITECT,TO ALTER ANY ITEM ON
I THIS DRAWING IN ANY WAY. ANY AUTHORIZED
HVAC I I ALTERATION MUST BE NOTED,SEALED,AND
1.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION,EQUIPMENT AND SERVICES I DESCRIBED IN ACCORDANCE WITH THE LA
NECESSARY TO PROVIDE A HVAC SYSTEM TO HEAT AND COOL THE LIVING SPACES
AS REQUIRED 13Y THE DRAWINGS AND SPECIFICATIONS AND THE 2020 MECHANICAL I EXISTING I %" STORY
CODE of NEW YORK STATE,OR REASONABLY IMPLIED AS NECESSARY TO COMPLETE I .�^
To WORK. / °°° I FRAME DWELLINGD Ap
�,,;�
2.EXISTING BOILER TO REMAIN. � [L ` C-,I- - (', t�
3.EXISTING AIR HANDLERS AND CONDITIONERS TO REMAIN,EXTENT DUCTWORK A5 lj' I \d 1 I, I�.
NECESSARY.
4.PROVIDE AIR-HANDLER5.DUCTWORK,AND CONTROL`i A5 NECSSARYTO
COMPLETE THE WORK FOR AIR CONDITIONING IN ALL ZONE5.
PLUMBING
I
I.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION, EQUIPMENT,AND SERVICES
NECE55APYTO COMPLETE ALL NEW PLUMBING WORK REQUIRED BY THE DRAWINGS
AND SPECIFICATIONS AND THE 2020 PLUMBING CODE of NEW YORK STATE,OR
REASONABLY IMPLIED AS NECESSARY TO COMPLETE THE WORK. I J Qc \N
2.CONFORM TO THE NEW YORK STATE ENVIRONMENTAL CONSERVATION LAW WITH <,
REGARDS TO WATER SAVING AND CONSERVATION. ALL FIXTURES SHALL BE ON THE o' I LG 11211
APPROVED"LIST OF CERTIFIED WATER SAVING PLUMBING FIXTURES'AS PUBLISHED BY
THE NEW YOM STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION. " z
3. ALL WORK ON THE PLUMBING SYSTEM SHALL BE PERFORMED BY OR UNDER THE I PROPOSED RENOVATION _
SUPERVISION OF A PROPERLY LICENSED MASTER PLUMBER. UPON COMPLETION,THE - IN EXISTING FOOTPRINT \ I J CLIENT OWNER
PLUMBER SHALL PROVIDE A SOLDER CERTIFICATE AS REQUIRED BY THE TOWN OF // // \ NEW COVERED
SOUTHOLD. 4'-0° \ LANE ING AND
-►4.THE CONTRACTOR SHALL OBTAIN,SUBMIT,AND PAY FOR ALL PERMITS,
CERTIFICATIONS,LICENSES AND INSPECTIONS A55 REQUIRED BY LOCAL STATE,ANC I
FEDERAL AUTHORITIES,AND ANY OTHER APPLICABLE JURI5DICFION. -ftooR - LI IJ STEP
GOMEZ
ELECTRICAL J015T
1.FURNISH ALL LABOR,MATERIALS,EQUIPMENT,PLANT,TOOLS,AND SERVICES JORGE I
NECESSARY AND REQUIRED FOR PROPER AND COMPLETE:INSTALLATION OF ALL NEW = I REMbVE E9I5TI NG
ELECTRICAL SYSTEMS AND RELATED WORK INCLUDING,BUT NOT LIMITED TO: CONCRETEI WALKWAY I / 77` v 514 BAILEY AVENUE
CONNECTIONS TO PREVIOUSLY INSTALLED ELECTPJCAL 56TEM5.WIRING,
SERVICES, D, DER5,D15TTRJBUTION A PROTECTION EQUIPMENT,CO NELCTIONS TO / I `! AND PTEP5 2 5'2
APPLIANCES, GROUNDING,AND ALL INCLUDING ALL CONNECTIONS AND DEVICES GREENPORT, NY u944
WITHIN THE SCOPE OF THE WORK AS SHOWN ON THE APPLICABLE DRAWINGS AND i 1^✓
AND SPCIFICATION5 AND AS NORMALLY SPECIFIED IN THI5 TYPE OF PROJECT AND
INCLUDING CONNECTIONS TO PREVIOUSLY INSTALLED TRANSFORMERS AND < I ( I GANG
ELECTRICAL DISTRIBUTION SYSTEMS. 3 I `��G PROJECT TITLE
2.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2020 BUILDING CODE
of NEW YORK STATE,THE NATIONAL ELECTRICAL CODE,I4FPA NO,70-2017(NEC),
LOCAL UTILITY STANDARDS,OCCUPATIONAL SAFETY AND HEALTH CAT(05HA),THE INTERIOR & EXTERIOR
NATIONAL ELECTRICAL MANUFACTURERS'ASSOCIATION(NEMA)AND ANY OTHER - I �/' S0 00 \\ K
APPLICABLES COD . IN THE EVENT OF CONFLICT,THE MORE STRJNGENT = / ✓ ^� DO vV RENOVATION
LA
REQUIREMENTS WILL APPLY, -- ,G
3.ALL PRODUCTS USED FOR ELECTRICAL WORK SHALL BEAR THE UNDERWRITERS FLooR 0
LABORATORIES,INC. BELL AND B 33
E SUITABLE FOR THE ENVIRONMENT IN WHICH THEY J015T =-
WILL BE INSTALLED.
4.ALL WORK ON THE ELECTRICAL SYSTEM SHALL BE PERFORMED BY OR UNDER THE
SUPERVISION OF A PROPERLY LICENSED MASTER ELECTRICIAN.
5.THE CONTRACTOR SHALL OBTAIN,SUBMIT,AND PAY FOR ALL PERMITS,LICENSES DRAWING TITLE
AND INSPECTIONS AS REQUIRED BY THE LOCAL,STATE,AND FEDERAL AUTHORITIES,
AND ANY OTHER APPLICABLE JURISDICTION.
G.CARBON MONOXIDE DETECTORS IN CONFORMANCE WITH APPLICABLE CODES I '�\��f GENERAL NOTES
SHALL BE CONNECTED TO THE LIGHTING CIRCUITS WITH 140 INTERVENING WALL v
SWITCH. LINE CORD-CONNECTED,DIRECT PLUG-IN,AND BATTERY POWERED ALARMS - - - - ^ SITE PLAN
ARE NOT ACCEPTABLE. ALARMS SHALL BE INSTALLED ON EACH LEVEL ON WHICH III`
SLEEPING QUARTERS ARE LOCATED.
7.SMOKE DETECTORS IN CONFORMANCE WITH THE 2020 BUILDING CODE of NEW UPLIFT CONNECTIONS BASED ON SURVEY BY:
YORK STATE,THE NFPA NATIONAL FIRE ALARM CODE NO. 72-1993 SHALL BE
PROVIDED OUTSIDE EACH SEPARATE SLEEPING AREA,IN EACH 5PLEEPING AREA,AND METES AND BOUNDS SURVEYING
ON EACH FLOOR LEVEL. C O N N E C T I O N S D E T A I L 5 I TE PLAN DATED: 30 JUNE 2019 SCALE
CONTRACTOR SHALL COORDINATE WITH OWNER'S ALARM COMPANY FOR SMOKE AND 25 FEBRUARY,2025
1°=10-0,
BURGLAR ALARMS AS NECESSARY. 5CTM: 1 000 - 34 - 04 - I I
SCALE: I" = 10'-0" AREA: 6,705.9 SF (O. 15 AC)
DRAWING NO.
EXISTING EXCEPT A5 NOTED ZONED: K-40
1
1
ISSUES/REVISIONS j
1
NEW GOG8
GLIDING PATIO DOOR
NEW(2) 2x 10 HEADER
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Uw' Q
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0
OO p NEW GO"x22" '
EXISTING KITCHEN X BOX BAY WINDOW
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N
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EXISTING BEDROOM 3 EXISTING
BATHROOM
EXISTING OFFICE EXISTING DINING ROOM
i
i
- -- - - - - - - - -
EXISTING (3) 2x8 DROP BEAM
DOWN
EXISTING BASEMENT STAIRS
TO REMAIN EXISTING BEDROOM I EXISTING BEDROOM 2
EXISTING LIVING ROOM
EXISTING BASEMENT TO REMAIN
UP
I O"dia. SONOTUBE REMOVE EXISTING WALL
PROVIDE TEMPORARY BRACING
CUT 3'-O" HOLE IN CUT 3'-0" HOLE IN I G"x I GN 12"POURED AND SUPPORT FOR EXISTING 2xG EXTERIOR CONSTRUCTION
EXISTING FOUNDATION EXISTING FOUNDATION CONCRETE PAD. MINIMUM CEILING AS NECESSARY R-2 1 BATT INSULATION2x4 INTERIOR CONSTRUCTION CD-X RATED PLYWOOD SHEATHING
WALL FOR ACCESS WALL FOR ACCESS 2'-71f 3'-0" BELOW GRADE ON
UNDISTURBED SOIL. 12'-I 1" 4'-I I" 3'-G" 1, 2'-O" SIDING TO MATCH EXISTING
F
�-1 ADD EXTRA WALL STUDS _ _ _ _ _
�t UNDER GIRDER AS NECESSARY (2) 1 3/4"x 1 1 '/8' 2.0E MICROLLAM LVL GIRDER %
ANCHOR.INTO EXISTING O ANCHOR INTO EXISTING7 -+•� 2'-2"
u I FOUNDATION w/ 12"#5 REBAR z FOUNDATION w/ 12"#5 REBAR I
INTO PLACE @ 12 O.C. VERTICAL �z INTO PLACE @ 12 O.C. VERTICALI
z o I 4„I 4" 2x4 EXTERIOR CONSTRUCTION TO - N EXISTING ROOF TO REMAIN
p � N I cn - N - N NEW WOOD FLOORING TO MATCH EXISTING
0 , I Z BE FLUSH WITH EXISTING INTERIOR o PROPOSED 3 C NEW WOODEN REPAIR AND PATCH AS NECESSARY
O - I/2 SHEETROCKING ON ALL NEW WALLS AND CEILING w o6 DECEMBER,zo2z
'L , 2" RAT SLAB _ R-21 BATT INSULATION i• MUDROOM p
c9 I I �q v Q TAPE, SPACKLE, PAINT 3 COATS Z m LANDING AND
z [• x CD-X RATED PLYWOOD SHEATHING n STEPS TO
j m I I p I I SIDING TO MATCH EXISTING " CODE(IYP.)
x 0 I w 0 m 14 THESE PLANS ARE AN INSTRUMENT OF SERVICE
w i— H oL
:..:.
,. I x 8 i INFRINGEMENTS WILL BEOPROSECUTEDIT$CT.
(2) 2 I 0 HEADER AND ARE THE
- - - - - - - - - - - - - - - - - - - - - - - - - �2'-7-
LJ�„ ,� � // ' „ 2025 ALL RIGHTS RESERVED
10 dia. 50NOTUBE G-10 13'-01/2" 4-2 1/2 3-0" 4x4 COLUMN FIRST SECOND PLAN (NO CHANGE)
24'-1" I G"x I G"x 12" POURED 11 24'-I" 3G" HANDRAIL TO
NEW 8" POURED CONCRETE CONCRETE PAD. MINIMUM (2) NEW PELLA 250 SERIES NEW PELLA 250 SERIES CODE(TYP.) SCALE: 1/4" = P-0"
FOUNDATION WALL w/#5 3'-0" BELOW GRADE ON VINYL 3-0/4-G VINYL 3-0/4-G EXISTING EXCEPT AS NOTED
REBAR IN EACH DIRECTION. UNDISTURBED SOIL. DOUBLE HUNG WINDOW DOUBLE HUNG WINDOW
MINIMUM 3'-0" BELOW GRADE
ON UNDISTURBED SOIL Robert I. Brown
NOTE: A e Architect, P.C.
FOUNDATIONPLAN NOTE: F 1 I�ST F LO O� P LA N REMOVE EXISTING ENCLOSED PORCH
REMOVE EXISTING ENCLOSED PORCH STRUCTURE AND FOUNDATION. 20 Bay Ave. Green port NY
SCALE: 1/4" = 1'-0" STRUCTURE AND FOUNDATION.NEW CONSTRUCTION TO BE WITHIN SCALE: 1/4" = 1'-0" NEW CONSTRUCTION TO BE WITHIN inPo@ribrownarchitect.com
EXISTING EXCEPT AS NOTED EXISTING FOOTPRINT, EXISTING EXCEPT AS NOTED EXISTING FOOTPRINT. 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
i ALTERATION MUST BE NOTED,SEALED,AND
DESCRIBED IN ACCORDANCE WTI H THE LAW.
DOWN
TO EXISTING LIVING
i ROOM FIXTURE5
EXISTING ROOF TO REMAIN ,. ;.-i`•
1
NEW R-30 GATT INSULATION ''T CLIENT/OWNER
/ \ \ IN EXISTING RAFTERS ;. 2xG RAFTERS @ I G"O.C.
CD-X RATED PLYWOOD SHEATHING
\ VAPOR BARRIER GOMEZ
\ UP EXISTING ROOF TO REMAIN SHINGLES TO MATCH EXISTING JORGE
REPAIR AND PATCH AS NECESSARY
NEW ROOF TO REPAIR AND PATCH 2x8 CEILING JOISTS ul
MATCH EXISTING TRIM AND SOFFITS @ I G"O.C. (2) 1 3/4"x I 1 '/8" 2.OE EXTEND EX15TING GUTTER 514 BAILEY AVENUE
AS NECESSARY MICROLLAM LVL GIRDER GREENPORT, NY 11
(2) 2x I O HEADER EXPOSED RAFTER TAILS 944
13 REMOVE EXISTING WALL
8$$\ PROVIDE TEMPORARY
2xG EXTERIOR CONSTRUCTION BRACING AND SUPPORT PROJECT TITLE
R-19 GATT INSULATION FOR EXISTING CEILING AS
FO CD-X RATED PLYWOOD SHEATHING NECESSARY 4x4 COLUMN INTERIOR & EXTERIOR
Eft •/\ 4x4 COLUMN SIDING TO MATCH EXISTING
'3 \ STRAPPING A5 NEEDED
11 Lj REMOVE EXISTING RENOVATION
ENCLOSED PORCH WIT FELXIIO NG TO BE LEVEL
' NEW WOODEN HANDRAIL STRUCTURE AND NEW WOOD DECKING
I (2) NEW PELLA 250 SERIES NEW PELLA 250 SERIES 2x8 P.T. JOISTS @ I G O.C. -
TO CODE(TYP.) FOUNDATION `w�%k�o�,°�'r��1-�`�^.�'t��1x;.�;s'�'t��s
VINYL 3-0/4-G VINYL 3-0/4-G DRAWING TITLE
!NEW 2x8 JOISTS @ I G"O.G (2) 2x8 P.T. DROP BEAM
DOUBLE HUNG WINDOW DOUBLE HUNG WINDOW NEW WOODEN STEPS
ILI
3/a
{TO MATCH EXISTING FLOOR PLANS
8 1-0RISE: G I R-30 GATT INSULATION CUT 3'-0" HOLE IN
o RUN: I I" EXISTING FOUNDATION I O"dia. SONOTUBE _
N NEW 8" POURED CONCRETE = 2" RIDGED INSULATION WALL FOR ACCESS p
ELEVATIONS
REMOVE EXISTING ENCLOSED PORCH FOUNDATION WALL w/#5 9 1 1 GN I GN 12" POURED m
STRUCTURE AND FOUNDATION REBAR IN EACH DIRECTION. i CONCRETE PAD. MINIMUM TO
MINIMUM 3'-0" BELOW GRADE ! 2 RAT SLAB EXISTING FOUNDATION 3'-0" BELOW GRADE ON
FI R5T FLOO IP,,, ELECTRIC PLAN (PARTIAL)- WEST ELEVATION (frFD-lONT)- ON UNDISTURBED 501L TO REMAIN UNDISTURBED SOIL. SCALE
25 FEBRUARY,2025 i/q"=i-o"
SCALE: I/4" = I'-O" SCALE: I/4" = I'-0" DRAWING NO.
EXISTING EXCEPT AS NOTED EXISTING EXCEPT AS NOTED
SECTION A SECTION B '
SCALE: 1/4" = I'-0" SCALE: 1/4" = I'-0"
EXISTING EXCEPT AS NOTED EXISTING EXCEPT AS NOTED
A2
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