HomeMy WebLinkAbout52004-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#: 52004 Date: 06/17/2025
Permission is hereby granted to:
Gary Zaremba
880 W Mill Rd
Mattituck, NY 11952
To:
Legalize as-built accessory apartment within a single family dwelling as applied for.
Additional certification will be required.
Premises Located at:
880 Mill Rd, Mattituck, NY 11952
SCTM# 106.-9-13
Pursuant to application dated 04/21/2025 and approved by the Building Inspector.
To expire on 06/17/2027.
Contractors:
Required Inspections:
Fees:
As Built Apartment in Dwelling $1,410.00
CO Single Family Dwelling-Addition /Alteration $100.00
"Fait $1,510.00
Building Inspector
TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
r Telephone (631) 765-1802 Fax (631) 765-9502 httDs://www.sotitholdtownay.&ov
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only wM�
�J 6 PERMIT NO. Building Inspector:Sac B p ¢
I YS .� e
Applications and forms must be filled out in.their entirety. Incomplete t i Mgt
applications will not be accepted..Where the Applicant is not the owner,an I r
E,ti'•,.,
Owner's Authorization form(Page 2)shall be completed.
Date:04/17/25
OWNER(S)OF PROPERTY:
Name:Gary Zaremba scTM# Zo00-106-9-13
Project Address:880 West Mill Road Mattituck, NY 11952
Phone#:646-206-9661 1 Email:zaboomba@gmail.com
Mailing Address:880 West Mill Road Mattituck, NY 11952
CONTACT PERSON:
Name:Brooke Epperson
Mailing Address:PO Box 152, Mattituck, NY 11952
Phone#:631 603 9092 Email:bepperson@amparchitect.com
DESIGN PROFESSIONAL INFORMATION:
Name:Anthony Portillo
Mailing Address:PO Box 152, Mattituck, N.Y. 11952
Phone#:631 603 9092 Email:aportillo@amparchitect.com
CONTRACTOR INFORMATION:
Name:
Mailing Address:
Phone#: Email:
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
❑Other Legalize As-built attached accessory apartment $,0
Will the lot be re-graded? ❑Yes 9No Will excess fill be removed from premises? ❑Yes WNo
l
1
PROPERTY INFORMATION
Existing use of property:Single Family Residential Intended use of property:Single Family Residential
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
R40 this property? ❑Yes ■No IF YES, PROVIDE A COPY.
E Check Box After Reading: The owner/contractor/design professional Is responsible for all drainage and storm water Issues as provided by
Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the Building Zone
Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,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
punishable as a Class misdemeanor pursuant to Section 210.45 of the New York State Penal Law.
Application Submitted BY t name): '7� Authorized Agent ❑Owner
Signature of Applicarpt. � Date: 21
�-1 1
STATE OF NEW YORK)
SS
COUNTY OF(::- y _)
o C�S being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)he is the
(Corntr ,tor, 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
2 l�s day of ,20 U Q "IT .
�Aikary Public
E5:pUtE lJ T h•i�i�lGER
T^O TAFTY PUBLIC,STATE OF NEW YORK
Registration IN0. 01AU0019644 PROPERTYAUTHORIZATION
Qu3hfilcd in —Suffolk County (Where the applicant is not the owner)
pires jnnua v 9, 2028
I Gary Zaremba residing at 880 West Mill Road
Mattituck AMP Architecture
do hereby authorize to apply on
my behalf to the Town of Southold Building Department for approval as described herein..
Owner's Signature Date
gary zaremba
Print Owner's Name
2
25Se5 5 0�5 ��00�
NOTES $ SPEC.I E I CATIONS TAE3LE R50 I .-I q1�5
IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS GONSTRUGTIONDOGUMENT BINDER ALLOWABLE DEFLECTION OF 5TRUGTURAL MEMBERSPOIR
T06ETHER AT ALL TIMES. IT 15 ALSO THE GONTRACTOW5 RESPONSIBILITY TO READ ALL NOTES,
IL IL
SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORKI E I I
�Y
Yh
ALLOWABLE
STRUC Q
TURAL MEMBER DEFLECTION
GENERAL
I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE --�
APPLICABLE BUILDING DEPARTMENT. RAFTERS HAVING SLOPES GREATER THEN 5/12 L/180
W
W/ NO FINISHED CEILING ATTACHED TO RAFTERS W
2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER.
J
ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING C'M
STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. INTERIOR WALL5 4 PARTITIONS H/150 Q .+r N
5. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES FLOORS 4 PLASTERED CEILINGS L/360
APPROVED AS f TED o
►i ��''�' t�.�r O CO
AND AUTHORITIES HAVING JURISDICTION. � DATE:6-/ 2S-g•p ,- p�. _
4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY ALL OTHER STRUCTURAL MEMBERS L/240 N }; O
OF THE ONNER/BUILDER FEA/57 O C Lo z 4
EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 FAOE BY: •� X Y
5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS NOTIFYBUILDING DEPAR ENTAT >- N
SHALL BE CLARIFIED WITH THE ARCHITECT/ENGINEER BEFORE PROCEEDING 0 0 1
WITH THE WORK. EXTERIOR WALLS - WIND LOADS N/ BRITTLE FINISHES L/240 cr, 631-765-1802 8AM TO 4PM :OR THE � CO
_ FOLLOWING INSPECTIONS O O m
6. NO DEVIATIONS OR CHANGES TO THE: STRUCTURAL SYSTEM SHALL BE MADE EXTERIOR WALL5 - WIND LOADS 1^V FLEXIBLE FINISHES L/120 �. FOUNDATION-TWO R U1RED C N m
cc. FOR POURED CONCRETE Q 0. O
UNLESS APPROVED BY THE ARCHITECT/ENGINEER. O
7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION NTH FLOOR PLANS t t ROUGH-FRAMING&PI UMBING
BEFORE THE START OF FRAMING �. � 4- FINAL,TION
CONSTRUCTIO UST
5. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES.
. - BE COMPLETE FOR C.C.
1. DO NOT 50ALE DRAWINGS,WRITTEN DIMENSIONS TAKE PRECEDENCE STRUCTURAL DESION LOADS �_OO I .�� PROJECT LOCATION & SCOPE ALL CONSTRUCTION SHALL EETTHE
ZONING DATA REQUIREMENTS OFTHECO iBLE FOR SOFNEW Q,
10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, " , GENERAL NOTES YORK STATE. NOT RESPO
CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION ANC U.L. APPROVAL USE FLIVE LOAD DEAD LOAD
. STRUCTURAL DESIGN CHARTS DESIGN ORCONSTAU�TON ROI;s
II. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA EXTERIOR BALCONIES 4O sf 15 sf '' ENERGY TABLE
AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN I' p %
PERMISSION FROM THE ARCHITECT. 0. ,OO EXISTING FIRST FLOOR PLAN
DECKS 40 psf 15 psf piM ;..I
12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND 15 EXISTING GARAGE BUILDING SECTION Addition . U
RESPONSIBLE FOR DESIGN INTENT ONLY. PASSENGER VEHICLE 6ARA6E5 50 psf AS PER PLAN PLUMBING RISER DIAGRAMS ]��r Certificate n
15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. a)
UNINHABITABLE ATTICS WITHOUT STORAGE +.+'" •t: Nia Be Re '.ed.
10 psf 15 sf C • ' y Q r
14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL (MAX CLEAR HOT < 42") p p l� 4_0
TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL UNINHABITABLE ATTICS WITH STORAGE I. 017
A- I O2 .00 EXISTING SECOND FLOOR PLAN
RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN CLASS AND LEAVE WORK (MAX CLEAR HOT > 42") 20 psf 15 psf c���.,+ EXISTING LOFT PLAN
BROOM GLEAN. HABITABLE ATTICS 4 ��f�
15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL ATTICS SERVED BY FIXED STAIRS 30 psf 15 psf Fire Separate ♦ ,
LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf required as p,,r L
AND ORDINANCES.
NYS Code < .
I6. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF 5LEEPING ROOMS 50 psf 15 psf LO�A I ION u I MAP
A
IvlA THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER
COMPLETION OF PROJECT. STAIRS 40 psf 15 psf
1-1. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, SCALE: I/4" = I'-O"
ARCHITEOVENCINEER, AND THEIR AOENT5 AND EMPLOYEES FROM AND GUARDRAILS AND HANDRAIL5 200 psf 15 psf 0
AGAINST ALL CLAIMS, DAMA6E5, LOSSES AND EXPENSES, INGLUDIN6
ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF
THE WORK PROVIDED THAT ANY SUCH <:LAIM, DAMAGE, L055 OR EXPENSE (A) ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf 15 psf
2
I \ x I I `
IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO AE35 E\ /I AT I O S
INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK '�I t
ITSELF INCLUDING THE L055 OR USE RESULTING THEREFROM). (5) 15 CAUSED IN
WHOLE OR IN PART BY ANY NEOLIOENT ACT OR OM155ION OF THE 'BALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH � ���� ����� : BD. BOARD INSUL. INSULATION
CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY ASCE 7-16 (MINIMUM DESIGN LOAD5 FOR BUILDINGS AND OTHER STRUCTURES)
EMPLOYED BY ANY OF THEM, OR ANYONE FOR NH05E ACTS ANY OF THEM MAY BFE BASE FLOOD ELEVATION INT. INTERIOR
BE LIABLE RECARDLE55 OF WHETHER OR NOT IT 15 CAUSED IN PART BY A
PARTY INDEMNIFIED HEREUNDER. BLD5. BUILDING K KIPS (1000 LBS)
15. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6 CLIMATIC $ 5ECORAPHIG DESIGN CRITERIA BM BEAM MANU. SPEC.'S MANUFACTURER'S SPECIFICATIONS
BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING,NAILING, PLACING
OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR LEOAL I ZE EXIST 1 NO ATTACHED B.O. BOTTOM OF MAX. MAXIMUM
TO BE SURE THEY ARE IN ACCORDANCE_ WITH THE DRAWINGS, SPECIFICATIONS, GROUND SNOW LOAD 25 LBS ACCESSORY APARTMENT
APPLICABLE CODES AND 600D PRAC ICE. DEVIATIONS FROM THE DRAWINGS BOT. BOTTOM MECH. MEGHANIGAL
AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN BASIC WIND SPEED 130 MPH
AUTHORIZATION OF THE ARCHITECT/EN01NEER. B.O.W. BOTTOM OF WALL MIN. MINIMUM
la. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS EXPOSURE CATEGORY B G.J. GEILIN5 J015T NAVP55 NORTH AMERICAN VERTICAL DATUM OF I ci88
NEEDED,UNLESS OTHERWISE SPECIFIED, ALL DIMENSIONS AND CONDITIONS
PERTAINING ARE TO BE FIELD VERIFIED. SEISMIC DESIGN CATEGORY B COL. COLUMN NYG BG NEW PORK CITY BUILDING CODE
20. CONTRACTOR TO REMOVE 4 RELOCATE AS REQUIRED ALL EXISTING WORK CONT. CONTINUOUS O.G. ON CENTER
WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. WEATHERING SEVERE
DBL. DOUBLE OGG. OCCUPANCY
21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S FROST LINE DEPTH 3'-O" _�
SPECIFICATIONS, UNLESS NOTED OTHERI^IISE. DFE VE51ON FLOOD ELEVATION O.H. OVERHANG
22. PROVIDE: FIRE51-00KIN6 A5 PER NEW YORK ACCESSIBILITY STANDARDS. TERMITE MODERATE TO HEAVY
DIM. DIMENSION PBFE PRELIMINARY BASE FLOOD ELEVATION
25. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY ICE BARRIER REQUIRED YES D.J. DECK JOISTS P. GONG. POURED CONCRETE
UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS
COPYRIGHT PROTECTION ACT OF Iciclo (AWGPA), WHICH HAS SEVERE PENALTIES. EA. EACH PL. PLATE
GENERAL WIND PROTECTION CONNECTION NOTES: PLUMBING ELEV. ELEVATION PLYWD. PLYWOOD
ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RE5IDENTIAL I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WA5TE, AND VENT (DNV) PROJECT / ZONING DATA
CONSTRUCTION;55TV 10-1cl AND 2018 S130 HIGH WIND EDITION WOOD FRAME SYSTEMS TO NYS PLUMBING GORE AND NYS DEC REGULATIONS. EQUIP. EQUIPMENT P.T. -� PRESSURE TREATED
CONSTRUCTION TAX MAP # 1000-106-Oci-15 w
I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALL5, 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. EXIST. EXISTING REQ'D REQUIRED
FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. ZONING DISTRICT R-40 NC, EX 0
3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL GRANGES IN DIRECTION T. EXTERIOR RI R15ER
2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING, DEVICES NOT AND AT BASE OF VERTICAL WASTE PIPES.
INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2506 OF IBC SHALL LOT AREA 0."7 ACRES F.A.I. FRESH AIR INTAKE RM. ROOM
BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT i/8" PER CofO - NON-CONFIRMING
FOOT. 04/28/Ici88 FAR FLOOR AREA RATIO R.R. ROOF RAFTER
3. METAL PLATES, CONNECTORS, SGRE°WS, BOLTS AND NAILS EXPOSED ACCESSORY BRICK TOWER
DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS,UNLESS OTHERWISE NOTED: CofO - CONVERT BARN TO ONE F.A.V. FRESH AIR VENT 57L. STEEL LU
AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. - DISH WASHER.........................................2" F-
STORY DWELLING INCLUDING 03/Ic1/IciciO �� Q
- KITCHEN SINK........................................2" DECKS FF FINISHEDMA
FLOOR S.V. SRT VENT o
4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL - LAVATORY...............................................2
SHEATHING AND SIDING, FRAMIN6 ANCHORS OR CONNECTORS SHALL BE - SHOWER/TUB..........................................2" CofO - GARAGE ADDITION TO FF ELEV. FIRST FLOOR ELEVATION TBD TO BE DETERMINED
PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS - TOILET........................................................5" AN EXISTING ONE FAMILY 05/11ACIaO PROJECT:
AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. - LAUNDRY ................................................2" DWELLING F.J. FLOOR JOISTS TEMP GL. TEMPERED GLA55
FLOOR
RAFTERS EXCEPT WHERE COLLAR TIES OF I'Wb OR 2 x4 LUMBER 15 6. ALL SYSTEMS TODHRAAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4° POOL WITH DECK FENGINyG FOUND. FOUNDATION THK. THICK ZAR EM BA
5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING CofO - IN-GROUND 5WIMMIh
O 03/30/Icici3
LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF THROUGH ROOF. ADDITION AS APPLIED FOR FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION T.O.W. TOP OF WALL
RAFTERS. APARTMENT
'1. PROVIDE FROST-PROOF HOSE BIBS WITH EASILY ACCESSIBLE DRAIN 4 CofO - TWO STORY ADDITION 4 FR. FRAME Tr TREAD
6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. DRAIN COCKS AS REO'D. HOSE 5155 SHALL BE PROVIDED WITH BACKFLOW ALTERATION TO EX15TINO ONE O�/II/IcJci6
1. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 45" AND EVERY PROTECTION. FAMILY DWELLING FRPR. FIREPROOF TYP. TYPICAL
16" WITHIN 4' OF EXTERIOR CORNERS. 8. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED F7G. FOOTING U.O.N. UNLESS OTHERWISE NOTED
WITH BACK FLOW PROTECTION.
8. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED 0 WEST MILL R D
TO THE FOUNDATION W cl. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL
WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER GYP. BD. GYPSUM BOARD PERT. VERTICAL MATTITUCK NY 11952
OF J" AND 5"x5"x�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE HEALTH DEPARTMENT STANDARDS AND REGULATION5. H.D. HOLD DOWN V.I.F. VERIFY IN FIELD '
PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR
BOLTS SHALL HAVE A MINIMUM EMBEDMENT OFT' IN GCNCRETE/MASONRY 10. APPROVAL AND INSPECTION IS REQUIRED BY LOCAL JURISDICTION PRIOR HDR HEADERWITH
FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS TO CONGEALMENT OF PLUMBING. DRAWING TITLE:
AND AT SPACING NOT EXCEEDING 4' ON CENTER. HNOR HANGER WD. WOOD
II. NOTCHING AND BORING OF STUDS, JOISTS, RAFTERS As PER BUILDING GORE. PROJECT LOCATION &SCOPE
CODES AND REFERENCE STANDARD: NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED HOR. HORIZONTAL ZR ZONING RESOLUTION ZONING DATA
I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK NOR ANY POTENTIAL DAMAGE THEREOF.
STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 GENERAL NOTES
12. PER NYS PG 425.4, A 4„x3 CLOSET BEND SHALL BE AN ACCEPTABLE
NEW PORK STATE PROPERTY MAINTENANCE GORE, AND 2020 NEW YORK WATER CLOSET CONNECTION. WHERE A 5" BEND IS UTILIZED, A 4"x5" FLANGE ENERGY TABLE
STATE ENERGY CONSERVATION CONSTRUCTION CODE. SHALL BE INSTALLED TO RECEIVE THE FIXTURE HORN. STRUCTURAL DESIGN CHARTS
2. REFERENCE STANDARD USED FOR AL''_ WOOD FRAMING, CONNECTIONS OF
WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2015 W00D FRAME
CONSTRUCTION MANUAL BY THE AMERIGAN FOREST 4 PAPER ASSOCIATION
GE:
(AF4PA) AMERIGAN WOOD COUNCIL (ANC:).
3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW PORK STATE G-001m00
PLUMBING CODE. INSULATION 6 FENE5TRAT1 ON REOU I REMENTS
4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE PROPOSED DE516N CODE PRESCRIPTIVE VALUE 4
MECHANICAL CODE AND 2020 NEW YORK 57ATE FUEL 6A5 CODE. COMPONENT VAL.U_ CITATION (PER 2020 NY5ECGG) COMPLIES
5. ALL ELECTRICAL WORK SHALL CONFORM TO 2011 NATIONAL ELECTRIC0.52
GORE, NFPA '10 AND 2020 NEW PORK STATE ENERGY CONSERVATION A AIR L A,&E MAX.AIR L A.ISE
FENESTRATION"ALVE AIR LEAKAS- .0.,GTTU5F MAX.AIR LEAKASE.Oao cFMrsF ,ES DATE: 04/17/25 1 0 F 3
CONSTRUCTION CODE. PER R402.48 4 TABLE R4o2.1.4-CLIMATE ZONE 4
GYPSUM WALL BOARD e[iLINS IerVAt VE R-4q DATr INSULATION MIN.R-VATABLE E•49 YES
PER TABLE E-44.2-CLIMATE ZONE 4
I. GYPSUM WALL BOARD SYSTEMS SHALL. BE OF A TAPE JOINT AND JOINT
EXTERIOR(21X69
LL R-I MOOD R-21 BATi INSULATIOJ MIN.TABLE E•20(CAVITY) YE
COMPOUND METHOD. FRAME w4LL R-VAUJE PER TABLE R402.12-CLIMATE ZONE 4
2. ALL 6YPSUM BOARD SHALL BE 1/2" ON WALLS AND GEILIN6, UNLESS FLOOR R-vALUE R BO DATT INSULATION MIN TABLE
.w Y�
T
OTHERWISE NOTED. WATER RESISTANT (HR.) AT BATHROOMS AND WHERE PER ADLE R402.I3-CLIMATE zoNe 4 r � �Fr,
COMPLIANCE STATEMENTS
DEEMED APPLICABLE. TO Trle REST of MY KNOW E ,BELIEF,AND PROFESSIONAL JJVeMENT,THESE PLANS AND SPECIFICATIONS ARE IN
COMPLIANCE WITH THE 2020 NYS ENEMSY CONSERVATION wNSTRI.CTION CODE WINS CHAPTER 4[RE1.
5. 5/8", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON GEILIN6 AND HALLS 0, C --
WHERE APPLICABLE AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET ! _
IN EACH DIRECTION BEYOND THE UNIT(S). ALSO AT HEAT PRODUCING <
EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL �� -
CONCRETE PANELS OF 5/5" THICKNESS MINIMUM.
4. FINISH JOINTS J-BEADS, NAIL DIMPLES, CORNERS, AND EDGE5 SHALL BE te?* "• n �x , .j
TAPED AND RECEIVE THREE GOATS OF .JOINT COMPOUND. ALLOW 24 HOURS
TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. OF
5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND
ALL OPENINGS.
6. FASTEN GYPSUM BOARD AS PER FASTENING 5GHEDULE ON PACE 6-005.
(5E ` ERA\L 5) �550L < I :
_ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT
i 111 WOOD FRAME (L.G. STL. Q
WHEN APPLICABLE) Q
EXISTING TO REMAIN
--{ NEW WOOD FRAME (L.G. F-=-- NEW FOUNDATION WALL A �Li W
�"-----i STL. WHEN APPLICABLE) W
MIN. (2) 2"x4" STRUCTURAL 'J m
NEW I-HR FIRE RATED ® POST FOR 4" WALLS Q M
N
WOOD FRAME (L.G. 5TL. (MIN. (2) 2"x(o" STRUCTURAL Lo
WHEN APPLICABLE) POST FOR b" WALLS), U.O.N. 0 O
NEW 2-HR FIRE RATED �--��---��-� _ _
O � � CO
WOOD FRAME (L.G. STL. ;' �� NEW PLUMBING WALL
N O
WHEN APPLICABLE) 0 C Lvo- Z 4
C O V N
4" FRESH AIR VENT O O m +:3
THROUGH ROOF C O O 11�
FLOOR PLAN NOTES
Q
I-HR FIRE RATED HID.FR. WALL 00 4STRUGTION:
O (CONSTRUCT PER UL DESIGN NO.U505 IN CONFORMANCE wl UL 265 STANDARDS) 5111 12
LE
I. SIDING A5 PER SECTION UPON 1
IL ALL PLUMBING WORK
8
2."TYVEK HOUSE WRAP(OR EQUAL) UPON 0 I
►� AL
5.(1) 1" DENS&LASS FIRE RATED 5HEATHIN6(BLOCKIN6® I SHALL CONFORM TO
ALL PLYWOOD SEAMS) UPON I LOCAL PLUMBIN6 CODE n,
4.2"xb" 5TUD5® 16"O.G. w/SHOE d DBL.TOP PLATE UPON V I V W
PROVIDE "ABESGO FP200 FR
5.(1) 1" DENS&LASS FIRE RATED 5HEATHIN6 Q 1
6.INSTALL ALL A5 PER MANU. 5PEC.'e EXPANDING FOAM" (OR EQUAL) Q
6.INSTALL CAVITY d CONTINUOUS INSULATION(WHEN I AT ALL PENETRATIONS IN FIRE
APPLICABLE) AS PER SECTION $ ENERGY TABLE I RATED WALLS AND LEGEND
'I. PROVIDE ALL NECESSARY TRIM FOR PROPER I FLOOR5/0EILIN65. PRODUCT
INSTALLATION I CONFORMS TO A5TM E 814, ————— HOT WATER
I A5TM E 54, AND UL 14'19 SUPPLY BEDROOM
NEW I-HR FIRE RESISTANT GEILIN6 CONSTRUCTION - v
2 PROVIDE (2) LAYERS OF 51e0 VEN56LA5S" FIRE I GOLD WATER w`
RATED SHEATHING BY 6EOR&I.A PACIFIC" (OR EQUAL " SUPPLY EXISTING SECOND_ FINISHED FLOOR in Q
JOIN PANELS AS PER MANU. SPECS(ASTM E 156)
[RATING AS PER 2020 NYSBC TABLE-122.6.2(I)] -2-------- "ABE5CO FP200 FR ELEV. +B.�I' CLOSET
■
• PROVIDE SHEATHING AROUND DROPPED SEAMS 4 — �'� NOTE: PROVIDE
HEADERS AS REG'D ALL PLUMBING WORK EXPANDING FOAM" (OR EQUAL)
PROVIDE FIRE RATED 5EALAN•r® ALL SEAMS BY "5W �, SHALL CONFORM TO 0 AT ALL PENETRATIONS IN FIRE 2"x5" EXIST. FJ. 0 10" OG
(OR EQUAL) p EXIST. KITCHEN I LOCAL PLUMBING CODE p EXIST. KITCHEN RATED WALL5 AND
FASTEN AS PER MANU 5PEC.'5 J J FLOOR5/GEILIN65. PRODUCT r ,
INSTALL ALL AS PER MANU SPE'C.'S tL 1 2„ IL CONFORMS TO ASTM E V4, V
O 1 CLEAN O '�" 1 AS PEG'DT ASTM E 84, AND UL 14'la 2
SMOKE DETECTOR/ GO DETEG�TOR NOTES: �Q I I. CODE COMPLIANT SMOKE /CARBON MONOXIDE 1U K.S I 5
COMBINATION DETECTOR HARD 1,41RED TO EACH OTHER I �j /
W BATTERY BACKUP. N EX15T. F.A.I. I I
2.PROVIDE SMOKE/GO DETECTORS AS INDICATED,AND =� I V W'H' n,
PER GENERAL ELECTRICAL NOTES ON PAGE 6-001. _
5.SMOKE/CO DETECTORS TO MAINTAIN V MIN. 1 y 1� W
dJ
HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS I
E OPENINGS TO BATHROOMS W SHOWER OR TUB.
4.INSTALL ALL AS PER MANU.5PEC:.'s G.O. =----- EXISTING FIRST_ FINISHED FLOOR 6 6
5.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR ELEV. +0.2,
IN COMPLIANCE WITH NYC Br, clal.2 d 408."l
G.O,
O
11 BASELINE (AVERAGE GRADE)
IN COMP
OMP NOTE: 4N COMPLIANCE WITH NEW YORK STATE BUILDING 4" HOUSE ELEV. +O.O'
CODE,SECTION R510.2.1;THE FOLLOWING MEANS OF O MAIN DRAIN G.O.
E&RE55 SHALL BE FOLLOWEDt
0 0 I
NET CLEAR HNET CLEAR EI&HIT.�7............. 24" MINIMUM 4 TO SEPTIC LL I TO EXIST.
NET CLEAR WIDTH.................20" MINIMUM SYSTEM �(~1 PRIVATE
LL pL � WELL
I
- - EX I ST I NO O ARAOE APARTMENT SECTION I -I/A-1 O 1
SCALE: 1/4" = 1'-0"
FLUME3 1 NO R 15ER - 17)RA I N / NASTE / VENT FLUM51 NO R 15ER - SUFFLY
SCALE: I/4" = I'-O" SCALE: I/4" = I'-O"
AS-BUILT APARTMENT AS-BUILT APARTMENT
d
rn -
N
rn
I—
z
W
— — — —
O
U
STEP UP ajo
E I N - ® 1 It
� o I
W
c eel,
o
`�• EXIST. I
G�
FOYER 1 PROJECT:
EXIST. I I
BEDROOM EXIST. I DEN EXIST. ZA R E M BA
APARTMENT
� KITCHEN— — — — — — — �
EXIST. EXIST.
GARAGE BREEZEWAY
EXIST. STONE CHASE 880 WEST MILL RD
EXIST MATTITUCK, NY 11952
— - - - - DRAWING TITLE:
EXIST.
FIREPLAGE1 — L__J EXISTING FIRST FLOOR PLAN
EXISTING GARAGE SECTION
" • PLUMBING RISER DIAGRAMS
EXIST.
BATHROOM
EXIST. PAGE:
BEDROOM
— — — — — — — — — p ® ■ ®
EXIST. uj N
OU GE
EXIST. DECK ABOVE I O OPEN TO
�I ABOVE EXIST. DINING DATE: 04/17/25 2 OF 3
( gloom
EXIST. WOOD LEDGE EXIST.
FOYER
�— — — — — — — — — STEP UP — — — — — — — — — — — — —
�,
cl
��x
=6. :°•_
s1.
..,�0.q '•
EXIST 1 NO F I fi�ST FLOOR PLAN �. 4"' '
SCALE: 1/4" = I'-O"
6Ls515�op
GENERAL SYMBOL < "*r
NEW PARTIAL HEIGHT
— — — — — — — — — — — — — — — — — — — — —
_ EXISTING TO BE DEMOLISHED �7� I Q
WOOD FRAME (L.G. 5TL.
EXISTING TO REMAIN WHEN APPLICABLE) I i 0
Lli
NEW WOOD FRAME (L.O. NEW FOUNDATION WALL I w
5TL. WHEN APPLICABLE) I I J M
MIN. (2) 2"x4" STRUCTURAL I Q 4- (V
NEW I-HR FIRE RATED ® P05T FOR 4" WALLS
-O 0)
WOOD FRAME (L.G. STL. (MIN. (2) 2"x6" STRUCTURAL I
� 0)
WHEN APPLICABLE) POST FOR 6" WALLS), U.O.N. I I O
O
NEW 2-HR FIRE RATED I I +_+ : O
L
O
W D Z
OO FRAME L.G. 5TL. �
o c N
WHEN APPLICABLE) - - - - - - - - - - J a •O �
EXIST. C x0 � N
LOFT O
Om �' V_
>3
FLOOR PLAN NO E5 I E Is . N Q 0 a t u 0
1-HR FIRE RATED WD, FR, WALL CONSTRUCTION: ( EXIST.
O (CONSTRUCT PER UL DESIGN NO. U505 IN CONFORMANCE H/ IATTIC/
STORAGE �, �, � �, �"°P .�' `�` r `"��,-( ' '��✓;-{ — � — — — —
UL 265 STANDARDS) I — _ EXIST.
I. SIDING AS PER SECTION UPON DOWN n1
2."TYVEK" HOUSE WRAP(OR EQUAL) UPON — — — — — — — — — — — c — — — — — — — — — — — — — — — — — - - - -
5.(1) 1" DENS 6LA55 FIRE RATED E+-EATHIN6(BLOCKING 0 r IIYLLJII IIYuuJ L�YY
ALL PLYWOOD SEAMS) UPON
4.2"xb" STUDS ® 16" O.G. H/SHOE it DBL.TOP PLATE UPOV ( ��� G An ",11
5.(1)1"DENS 6LA55 FIRE RATED EHEATHIN6 S l 1
6.INSTALL ALL AS PER MANU.5PEC:.'s _ _
6.INSTALL CAVITY d CONTINUOUS INSULATION(WHEN
APPLICABLE) AS PER SECTION d ENERGY TABLE I II_ _ _II
I. PROVIDE ALL NECESSARY TRIM!FOR PROPER pb �'J� ,
INSTALLATION ,p _ — _I I U
NEW I HR FIRE RESISTANT CEILING CONSTRUCTION I I — II I W O2 • PROVIDE (2) LAYERS OF 5/8" 'VEN56LAS5" FIRE (D M
RATED 5HEATHIN6 BY 6EOR61A PACIFIC" (OR EQUAL) t , W
T
• JOIN PANELS AS PER MANU.SPE:GS(A57M E 156)[RATING ASPER 2020 NYSBG TABLE?22.6.
• PROVIDE SHEAT'HIN6 AROUND DROPPED BEAMS
HEADERS AS REOV
• PROVIDE FIRE RATED SEALANT® ALL SEAMS BY "5M"
_
(OR II �I I c EQUAL) 1
• FASTEN AS PER MANU SPEC.'S I
• INSTALL ALL AS PER MANU SPEt:.'S
OSMOKE DETECTOR /CO DETECTOR NOTES:
I. CODE COMPLIANT SMOKE/CARBON MONOXIDE 1 .
COMBINATION DETECTOR HARD WIRED TO EACH OTHER
H/BATTERY BACKUP.
2.PROVIDE SMOKE/GO DETECTORS AS INDICATED,AND
PER GENERAL ELECTRICAL NOTES ON PAGE 6-001.
5.SMOKE/CO DETECTORS TO MAINTAIN V MIN.
HORIZONTAL SEPARATION FROM SiUPPLY/RETURN DUCTS I Q
d OPENINGS TO BATHROOMS H/5140WER OR TUB.
MANU.4.IN5TALL ALL AS PER
S.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR — — — — — — — — — — — — — — — — — — — — — — — — — — —
IN COMPLIANCE WITH NYC 5C 10.7,2 d 906.1
EGRE55 NOTE:
O IN COMPLIANCE WITH NEW YORK STATE BUILDING
CODE,SECTION R510.2.1;THE FOLLOWING MEANS OF
EGRESS SHALL BE FOLLOWED:
NET CLEAR OPENIN6........... 5.9 S.F.
NET CLEAR HEIGHT............... 24" MINIMUM
NET CLEAR WIDTH.................20 MINIMUM
EXI STI N0 ATTIC PLAN
SCALE: 114" = 1'-0"
D _
_ ,
o —
5'0" EXIST. O O O
HGHT.HT.
?'0" GL6. HGHT. EXIST. Z
-7'_4y2 BATHROOM BATHROOM w
— — — — i4
EXIST, 1OFEN
0
FLOOR AREA OVER g I BATHROOM L0 v
4 f 1'-0" CEILING HEIGHT
126 5.F O
O 3 VO. CLG. AS-BUILT EX. 514
0
►� EXIST. BHT APARTMENT
BEDROOM QQ w
162 S.F. EXIST.
SM/CO
a
EXIST.
SM/GO �EXIST.
-\ PROJECT:
►, - - - - - - - - - _ HGHT. YIALKWAY
C �� — — EXIST. n n EXIST. UP EXIST. STONE CHASE
EXIST. LIVING KITCHEN I ZAREM BA
5'O" GLG. RAM I - -
HGHT. .�� � � , APARTMENT
r (EXIST.
m UP
EXIST. LIVING
EXIST -� ROOM
EXIST. OO OO FIREPLACE r
CIL. r,:., r ;� z l _ _ _ 880 WEST MILL RD
- - - - - - - - - - - - - - - , MATTITUCK, NY 11952
EXIST.
n d- BEDROOM
DRAWING TITLE:
EXISTING SECOND FLOOR PLAN
a_2 ry s cP(LOVI C�-2 ���-✓� EXISTING LOFT PLAN
LOUNOE
�� • ft'� I PAGE:
EXIST. WOOD Q 12�255
EXIST. N tJ /
D W m DECK 102m
L OPEN TO A- 00
BELOW )
SOUTHOLD TOWN OOD2 280-13 (6)(01): / DATE: 04/09/25 3 OF 3
AOOESSOR1' APARTMENTS SHALL NOT
EXOEzEID 25% OF THE HAB 1 TABLE SPAOF- OF
THE ENTIRE RE5117EN0E.
- AS-BUILT APARTMENT LIVABLE FLOOR � � F �I ��" ► `! `�'! � .Y
AREA (LFA) = 80'7 S.F. ;I i • , F _ �P ;� f.
ENTIRE 17)WELLINO LFA = 4,411� S.F. ` ` .
OF 4,411 f = 1,105 S.F. �
EXISTINO SEOCNr1 ) FLOOR PLAN
SCALE: 1/4" = I'-O"