HomeMy WebLinkAbout20260068 99 Division St. Facade Change Windows Admin Action Decision Tamie Ehinger, Chair
Rob DuBoff, Vice Chair
Chris Bennett
Leslie DiCarlo
Jeff Gritsavage
Geoff Wood
Karen Cavotta
Alison Dockum, Alternate
Christina Abele, Alternate
CITY OF SARATOGA SPRINGS
D ESIGN R EVIEW B OARD
❖
City Hall - 474 Broadway
Saratoga Springs, New York 12866
Tel: 518-587-3550 x.2517
www.saratoga-springs.org
NOTICE OF
ADMINISTRATIVE ACTION
In the matter of the request for administrative action relating to application
#20260068
99 Division St. Exterior Modifications – Egress Windows
99 Division St.
Saratoga Springs, New York 12866
to approve the change in location of a basement egress window to the rear of the structure.
The Vice Chairperson of the Design Review Board finds that, in accordance with Section 8.3 of the Rules
and Regulations of the Design Review Board, the requested action is not substantive in nature and is not
contrary to the intent of the original Board decision. Therefore, the request for administrative action, as
described above, is approved.
October 28, 2026
Vice Chair Date
cc: Building Department File
(Applicant)
(Agent)
Outlook
Re: 99 Division St. - Change
From Rob DuBoff <rjduboff@gmail.com>
Date Wed 10/28/2026 3:51 PM
To Julia Destino <Julia.Destino@saratogaspringsny.gov>
Cc tamieehinger@yahoo.com <tamieehinger@yahoo.com>
Warning: Unusual link
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before clicking any links.
I am OK with approving it administratively, if I have the power to do so. The changes they are
proposing move one of the egress windows to the rear, thus making it less visible from the right-of-
way.
Thanks,
Rob
On 10/28/2026 3:45 PM, Julia Destino wrote:
I'm so sorry - this was in my drafts. I started answering and evidently was distracted.
Yes, you approved two egress windows on West Harrison facade and they have to move
one.
That could be an administrative change, if you're comfortable approving it.
Julia Destino
Senior Planner
City of Saratoga Springs
474 Broadway
Saratoga Springs, NY 12866
Phone: 518-587-3550 ext. 2533
PLEASE BE AWARE OF SCAMS!
https://saratoga-springs.org /CivicAlerts.aspx?AID=898
From: Rob DuBoff <rjduboff@gmail.com>
Sent: Wednesday, October 28, 2026 3:24 PM
To: Julia Destino <Julia.Destino@saratogaspringsny.gov>
Cc: tamieehinger@yahoo.com <tamieehinger@yahoo.com>
Subject: Re: 99 Division St. - Change
11/4/26, 3:38 PM Mail - Julia Destino - Outlook
https://outlook.cloud.microsoft/mail/id/AAkALgAAAAAAHYQDEapmEc2byACqAC%2FEWg0AxlDIuR%2FRMEO89B%2FMS6nl%2BQACTcqOTwAA 1/2
Warning: Unusual link
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message is safe before clicking any links.
Hi.
Just trying again to get an answer on my earlier question - didn't we already approve the
two window egress wells? If so, are you proposing to put this on consent tonight or have
Tamie or myself approve this administratively?
Thanks,
Rob
On 10/28/2026 9:54 AM, Julia Destino wrote:
Good morning,
We received a change for 99 Division Street (egress windows). Originally, they
proposed two egress windows on the West Harrison facade. They are now
proposing on the West Harrison facade, one on the rear.
Here is the original app folder:
https://lf.saratoga-springs.org /WebLink/Browse.aspx?
id=696276&dbid=0&repo=SaratogaSprings
I have also attached a download of the original plan and proposed for ease.
Please let me know if this change can be administratively approved.
Thank you,
Julia Destino
Senior Planner
City of Saratoga Springs
474 Broadway
Saratoga Springs, NY 12866
Phone: 518-587-3550 ext. 2533
PLEASE BE AWARE OF SCAMS!
https://saratoga-springs.org /CivicAlerts.aspx?AID=898
11/4/26, 3:38 PM Mail - Julia Destino - Outlook
https://outlook.cloud.microsoft/mail/id/AAkALgAAAAAAHYQDEapmEc2byACqAC%2FEWg0AxlDIuR%2FRMEO89B%2FMS6nl%2BQACTcqOTwAA 2/2
DESIGN PROVISIONS:2025 BUILDING CODE OF NEW YORK STATE
2025 EXISTING BUILDING CODE OF NEW YORK STATE
2025 ENERGY CONSERVATION CODE OF NEW YORK STATE
CONSTRUCTION TYPE: VB
DESIGN LOADS:ROOF...................................................58.1 PSF (SNOW) 15 PSF (DEAD)
ATTIC (W / STORAGE).......................20 PSF (LIVE)
ATTIC (W/O STORAGE).....................10 PSF (LIVE)
CEILING...............................................10 PSF (DEAD)
FLOOR (SLEEPING)............................30 PSF (LIVE) 12 PSF (DEAD)
FLOOR (NON-SLEEPING)...................40 PSF (LIVE) 12 PSF (DEAD)
STAIRS................................................40 PSF (LIVE)
HANDRAILS.........................................200 LBS (ANY POINT/DIRECTION)
DECKS.................................................40 PSF (LIVE)
EXTERIOR BALCONY.........................40 PSF (LIVE)
WIND LOADS:BASIC WIND SPEED (3 SECOND)
GUST...........................................................115MPH
IMPORTANCE FACTOR
(Iw)...............................................................1.0
HIGHEST POINT OF ROOF
(FT)...............................................................N/A
TOPOGRAPHIC FACTOR
(Kzt)..............................................................1.0
INSULATION REQUIREMENTS [PER 2025 ECCCNYS TABLE C402.1.3]:
ENERGY STATEMENT = PRESCRIPTIVE FOR CLIMATE ZONE 5
FENESTRATION MAX. U-FACTOR = 0.27 (NON-METAL FRAMING, PER C402.5)
CEILING INSULATION = R-53, EXCEPTIONS AS APPLICABLE PER CODE
FLOOR INSULATION = R-30
WOOD-FRAMED WALL INSULATION = R-11 CAVITY + R-10 CONTINUOUS
OR R-19 CAVITY + R-5 CONTINUOUS,
OR R-21 CAVITY + R-4 CONTINUOUS
BELOW-GRADE WALL INSULATION = R-7.5 CONTINUOUS OR EQUIVALENT
UNHEATED SLAB INSULATION = R-15 CONTINUOUS TO 2FT DEPTH
HEATED SLAB INSULATION = R-20 CONTINUOUS TO 4FT DEPTH + R-5 FULL-SLAB
FURTHER REQUIREMENTS / EXCEPTIONS FOR EXISTING BUILDINGS PER 2025 ECCCYNS CHAPTER 5
ENERGY CONSERVATION STATEMENT:
TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGEMENT THIS STRUCTURE MEETS
OR EXCEEDS THE REQUIREMENTS OF THE 2025 ENERGY CONSERVATION CODE OF NEW YORK STATE.
STANDARD CONTRACTOR OBLIGATIONS (NOT LIMITED TO):
·THE CONTRACTOR TO BE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE BUILDING,
ELECTRICAL, MECHANICAL, SANITARY AND ENERGY CONSERVATION CODES, STATE AND / OR LOCAL.
·THE CONTRACTOR TO BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES,
SEQUENCES, PROCEDURES, SAFETY PRECAUTIONS AND PROGRAMS IN RELATION TO PROJECT.
·THE CONTRACTOR / OWNER SHALL PERFORM EXPLORATORY EVALUATION TO DETERMINE ACTUAL
FIELD CONDITIONS AND NOTIFY THE ENGINEER OF THEIR FINDINGS AS NECESSARY TO ALLOW FOR
DESIGN CHANGES PRIOR TO CONSTRUCTION.
·IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR / OWNER TO DEVELOP THE NECESSARY
FOUNDATION SOIL TO SUSTAIN THE LOADS DESIGN OF 2 TONS PER SQ/FT AND TO HIRE A SOILS
ENGINEER EXPERT TO INSPECT AND VERIFY SOIL CONDITIONS PRIOR TO POURING OF ANY
FOUNDATIONS. THE CONTRACTOR, BUILDER OR OWNER SHALL NOTIFY ENGINEER OF ANY UNUSUAL
SITE CONDITIONS WHICH MAY EFFECT THE FOUNDATION, DRAINAGE OR STRUCTURAL MEMBERS
INCLUDING REQUIREMENTS FOR ADDITIONAL DEPTH OF FOOTINGS, UNSTABLE SOIL CONDITIONS
AND HIGH GROUND WATER TABLE.
·THE CONTRACTOR / OWNER SHALL REQUEST & MARK THE LOCATION OF ALL UNDERGROUND
UTILITIES PRIOR TO ANY DIGGING.
RENOVATION OF FINISHED BASEMENT
& SEPARATION INTO SECONDARY UNIT
99 DIVISION STREET
SARATOGA SPRINGS, NY 12866
OWNER: ARGENTI, NICHOLAS
INDEX
T1.0 COVER SHEET and NOTES
GN0.0 ADDITIONAL NOTES
ST1.0 SITE SURVEY
ST1.1 PROPOSED SITE PLAN
A1.0 UNIT B - BASEMENT FLOOR PLAN
A1.1 UNIT A - FIRST FLOOR PLAN
A1.2 UNIT A - SECOND FLOOR PLAN
ARCHITECTURAL ABBREVIATIONS
A. B. ANCHOR BOLT
A. O. BY OWNER/OTHERS
CLG CEILING
CL. CLOSET
CMU CONCRETE MASONRY UNIT
CONC CONCRETE
DBL DOUBLE
DN DOWN
DF (D.FIR) DOUGLAS FIR
EA EACH
LIN LINEN
LVL LAMINATED VENEER LUMBER
MAX MAXIMUM
MIN MINIMUM
M.O. MASONRY OPENING
O.C. ON CENTER
OPT. OPTIONAL
O.S.B. ORIENTED STRAND BOARD
POLY POLYETHYLENE
PWDR. POWDER ROOM
PREFAB PREFABRICATED
P.S.I. POUNDS PER SQUARE INCH
P.S.F. POUNDS PER SQUARE FOOT
REBAR REINFORCING BAR
S.A.S. STOCK ABOVE SEAT
SPF SPRUCE-PINE FIR
SYP SOUTHERN YELLOW PINE
STOR. STORAGE
S.W.S SHEAR WALL SCHEDULE
T. TOILET
TYP TYPICAL
U.N.O. UNLESS NOTED OTHERWISE
W/ WITH
W.W.M. WOVEN WIRE MESH
SCOPE OF WORK:
EXISTING FINISHED BASEMENT TO BE SEPARATED FROM MAIN RESIDENCE AND CONVERTED
TO A SEPARATED UNIT, WITH ALL APPROPRIATE REQUIREMENTS INSTALLED TO DIVIDE THE
EXISTING SINGLE-FAMILY RESIDENCE TO A TWO-FAMILY RESIDENCE, AS IS PERMITTED UNDER
THE PROPERTY UR-4 ZONING DESIGNATION PER SARATOGA-SPRINGS ZONING ORDINANCES.
UNIT FIRE SEPARATION REQUIREMENTS PER CODE:
AS PER 2025 RCNYS SECTION R302.3, THE ABOVE DIVISION IS TO BE COMPLETED IN
ACCORDANCE WITH ALL APPLICABLE FIRE SEPARATION REQUIREMENTS. ALL ELEMENTS
SEPARATING THE UNITS ARE TO BE REPLACED OR UPGRADED TO ENSURE A CONTINUOUS
1-HOUR FIRE SEPARATION AND SMOKE BARRIER. ADDITIONALLY, A CONNECTED ALARM
NOTIFICATION SYSTEM SHALL BE INSTALLED IN EACH DWELLING UNIT AS PER R302.3.5
RELATED DOCUMENTS:
CITY OF SARATOGA SPRINGS DESIGN REVIEW
BOARD, DECISION #20260068 APPROVING THE
INSTALLATION OF THE PROPOSED BASEMENT
EGRESS WINDOWS, WITH THE REQUIREMENT
THAT THE WINDOW WELL MATERIAL BE OF
METAL CONSTRUCTION WITH A DARK FINISH.
COVER SHEET
and NOTES
AS NOTED
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STAMP:
SHEET:
PAPER SIZE:
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SCALE:
FILE:
PAGE CONTENT:
ENGINEER:DESIGNER:
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START DATE:
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EXPIRES 05/31/2027
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CLIENT:
ADDRESS:
25-12-071
10-27-2026
11-07-2025
E. DEMIO NOLAN
RENOVATION OF
FINISHED BASEMENT &
SEPARATION INTO
SECONDARY UNIT
99 DIVISION STREET
SARATOGA SPRINGS,
NY 12866
ARGENTI, NICHOLAS
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T1.0
1. ALL WORK TO COMPLY WITH THE 2025 RESIDENTIAL & EXISTING BUILDING CODES OF NYS
AND ANY APPLICABLE STATE, COUNTY, OR CITY CODE REQUIREMENTS.
2. ALL CONSTRUCTION SHALL CONFORM TO THE APPLICABLE STATE AND LOCAL BUILDING
CODE REQUIREMENTS. DETAILS OF CONSTRUCTION UNLESS NOTED OTHERWISE SHALL BE
PER THE 2025 RESIDENTIAL CODE OF NEW YORK STATE.
3. DIMENSIONS TO, OF, AND IN EXISTING STRUCTURE (IF APPLICABLE) SHALL BE VERIFIED IN
FIELD BY CONTRACTOR.
4. DO NOT SCALE DRAWINGS. CONTRACTOR TO NOTIFY ENGINEER OF ANY DISCREPANCIES IN
DIMENSIONS BETWEEN EXISTING CONDITIONS AND / OR ARCHITECTURAL DRAWINGS AND
THE STRUCTURAL DRAWINGS.
5. DO NOT CHANGE SIZE OR SPACING OF STRUCTURAL ELEMENTS. DETAILS SHOWN ARE
TYPICAL, SIMILAR DETAILS APPLY TO SIMILAR CONDITIONS UNLESS NOTED OTHERWISE.
6. DIMENSION AND NOTES THAT INCLUDE THE WORD "TYPICAL" REFER TO ALL SIMILAR
DETAILS UNLESS OTHERWISE STATED.
7. THE NOTES ON THIS DRAWING ARE TYPICAL UNLESS NOTED OTHERWISE.
8. BRACE BUILDING UNTIL STRUCTURAL ELEMENTS NEEDED FOR STABILITY ARE INSTALLED.
THESE ELEMENTS ARE AS FOLLOWS: ROOF DECK, CONNECTION TO EXISTING BUILDING.
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE BUILDING DURING
CONSTRUCTION AND SHALL PROVIDE ADEQUATE SHORING AND BRACING DURING
CONSTRUCTION AND COMPLY WITH ALL
10. APPLICABLE SAFETY REGULATIONS.
11. CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING OF PROPOSED DEVIATIONS OR
SUBSTITUTIONS FROM DIMENSIONS, MATERIALS, OR EQUIPMENT SHOWN ON THE
DRAWINGS AND MAKE ONLY THOSE DEVIATIONS OR SUBSTITUTIONS ACCEPTED BY THE
ENGINEER.
12. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION
SAFETY. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION SAFETY.
13. ALL PLUMBING, HVAC, ELECTRICAL, AND FIRE SYSTEMS ARE BY OTHERS.
14. LOCATIONS, DESIGN AND INSTALLATION OF ALL NOTED ABOVE ARE TO BE COMPLETED BY
LICENSED INDIVIDUALS ACCORDING TO ALL BUILDING CODE AND THE MANUFACTURERS
PRODUCT INSTALLATION INSTRUCTION.
15. ALL DOORS AND WINDOWS TO BE INSTALLED ACCORDING TO THE MANUFACTURERS
PRODUCT INSTALLATION INSTRUCTION.
16. UNLESS SPECIFIED, ALL ROOM FINISHES, APPLIANCES, FIXTURES, HARDWARE, TRIM AND
ARCHITECTURAL DETAILS ARE TO BE DETERMINED BY OTHERS AND INSTALLED
ACCORDING TO ALL BUILDING CODES AND THE MANUFACTURERS PRODUCT INSTALLATION
INSTRUCTION.
17. INSTALL 1/2" GYPSUM ON WALLS AND CEILING. INSTALL MOISTURE RESISTANT
GREENBOARD GYPSUM IN ALL BATH, KITCHEN, AND OTHER WET AREAS.
18. CONTRACTOR SHALL PERFORM ALL MISCELLANEOUS REMOVALS, MODIFICATIONS,
CONSTRUCTION AND CLEAN-UP REQUIRED TO COMPLETE THE GENERAL SCOPE OF THIS
PROJECT.
19. NO SITE INSPECTIONS DURING CONSTRUCTION ARE TO BE MADE BY THIS OFFICE.
20. CONTRACTOR TO BE RESPONSIBLE FOR MATERIALS AND WORKMANSHIP.
21. SUBSTITUTIONS FOR MATERIALS SPECIFIED TO BE MADE WITH PERMISSION OF LOCAL
BUILDING DEPARTMENT.
22. CONTRACTOR TO BE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE BUILDING,
ELECTRICAL, MECHANICAL, SANITARY AND ENERGY CONSERVATION CODES, STATE AND /
OR LOCAL.
23. CONTRACTOR TO BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES,
SEQUENCES OR PROCEDURES AND SAFETY PRECAUTIONS AND PROGRAMS IN
CONNECTION WITH THE WORK.
24. THE CONTRACTOR / OWNER SHALL PERFORM EXPLORATORY EXCAVATION OR EVALUATION
TO DETERMINE ACTUAL FIELD CONDITIONS AND NOTIFY THE ENGINEER OF HIS FINDINGS
TO ALLOW FOR DESIGN CHANGES PRIOR TO ACTUAL FOUNDATION AND CONSTRUCTION. IT
SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR / OWNER TO DEVELOP THE
NECESSARY FOUNDATION SOIL TO SUSTAIN THE LOADS DESIGN OF 2500 PSF AND TO HIRE
A SOILS ENGINEER EXPERT TO INSPECT AND VERIFY SOIL CONDITIONS PRIOR TO POURING
OF FOUNDATIONS.
25. THE CONTRACTOR, BUILDER OR OWNER SHALL NOTIFY ENGINEER OF ANY UNUSUAL SITE
CONDITIONS WHICH MAY EFFECT THE FOUNDATION, DRAINAGE OR STRUCTURAL MEMBERS
INCLUDING REQUIREMENTS FOR ADDITIONAL DEPTH OF FOOTINGS, UNSTABLE SOIL
CONDITIONS AND HIGH GROUND WATER TABLE.
26. THE CONTRACTOR / OWNER SHALL REQUEST LOCATION OF ALL UNDERGROUND UTILITIES
PRIOR TO ANY DIGGING.
27. THE CONTRACTOR SHALL INDEMNIFY THE OWNER AND HIS AGENTS THROUGH ADEQUATE
INSURANCE COVERAGE AGAINST ANY CLAIMS ARISING FROM INJURIES DURING
CONSTRUCTION, OR FAILURE TO
28. MAINTAIN SAFE CONDITIONS ON THE CONSTRUCTION SITE.
29. IT IS THE RESPONSIBILITY OF THE CONTRACTOR, OWNER OR BUILDER OF THIS STRUCTURE
TO NOTIFY THE ENGINEER OF ANY DEVIATION FROM THESE DRAWINGS.
30. THESE PLANS COMPLY WITH ALL THE CODES, PROVISIONS AND INTENT OF THE NEW YORK
STATE ENERGY CONSERVATION CONSTRUCTION CODE PURSUANT TO ARTICLE 2 OF THE
ENERGY LAW. LOCAL CODE REQUIREMENTS SHALL TAKE PRECEDENCE WHERE
DISCREPANCIES OCCUR.
31. ANY ERRORS, OMISSIONS OR DISCREPANCIES IN THESE PLANS SHALL BE REPORTED IN
WRITING TO THE ENGINEER BEFORE START OF CONSTRUCTION AND SHALL BE THE SOLE
RESPONSIBILITY OF THE OWNER OR CONTRACTOR.
32. UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF THE
NEW YORK STATE EDUCATION LAW ARTICLE 145, SECTION 7209.
33. HOLD HARMLESS THE ENGINEER, THE CONSTRUCTION MANAGER, THE OWNER AND THEIR
AGENTS LOSS, DAMAGE, LIABILITY OR ANY EXPENSE ARISING IN ANY MANNER BY THE
INDEPENDENT CONTRACTOR OR THEIR RESPECTIVE EMPLOYEES, INCLUDING SHALL BE
THE STATE SCAFFOLDING ACT.
34. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR COMPLETED WORK.
35. CONTRACTOR IS TO FOLLOW ALL MANUFACTURERS PRODUCT INSTALLATION AND
INSTRUCTION.
36. WHENEVER A VALUE OR SIZE IS IN CONFLICT THE MORE STRINGENT VALUE OR SIZE WILL
APPLY.
37. ENGINEER SHALL REVIEW ALL TRUSS SHOP DRAWINGS (IF APPLICABLE) PRIOR TO
MANUFACTURING.
1. STRUCTURAL FRAMING MEMBERS SHALL BE SPF #2 OR BETTER U.N.O.
2. FLOOR SHEATHING SHALL BE GLUED AND NAILED TO FLOOR JOISTS ACCORDING TO
NAILING SCHEDULE. ROOF AND WALL SHEATHING SHALL BE NAILED ACCORDING TO
NAILING SCHEDULE.
3. SILL PLATES SHALL BE PRESSURE TREATED WOOD OR WOOD OF NATURAL RESISTANCE
TO DECAY.
4. WALLS GREATER THAN 10 FT. IN HEIGHT SHALL COMPLY WITH STATE CODE.
5. FRAMING MEMBERS SHALL NOT BE CUT OR NOTCHED IN EXCESS TO:
BEARING WALL MEMBERS: (per CODE)
NON-BEARING WALL MEMBERS: (per CODE)
FLOOR MEMBERS: (per CODE)
6. SOLID BLOCK ALL RAFTERS FOR SHEAR AT EXTERIOR WALLS.
7. SOLID BLOCK ALL FLOOR JOISTS AT ALL INTERMEDIATE BEARING WALLS AND AT ENDS BY
FULL DEPTH BLOCKING.
8. PROVIDE WOOD TRUSSES ABLE TO SUSTAIN STATED LOADS INDICATED ON STRUCTURAL
DRAWINGS. TRUSS MANUFACTURER SHALL BE RESPONSIBLE FOR TRUSS DESIGN.
9. ALL ENGINEERED WOOD PRODUCTS SHALL BE INSTALLED PER MANUFACTURER
SPECIFICATIONS.
10. ALL WOOD, INCLUDING POSTS, LOCATED NEARER THAN 18 INCHES (12" FOR GIRDERS) TO
EARTH OR LOCATED ON CONCRETE SLABS PLACED ON EARTH SHALL BE TREATED WOOD
OR WOOD OF NATURAL RESISTANCE TO DECAY.
11. FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH
VERTICAL AND HORIZONTAL). FIREBLOCKING SHALL BE PROVIDED IN THE FOLLOWING
LOCATIONS:
A) IN CONCEALED SPACES OF STUD WALLS, INCLUDING FURRED SPACES, AT CEILING AND
FLOOR LEVELS. CONCEALED HORIZONTAL FURRED SPACES SHALL ALSO BE
FIREBLOCKED AT INTERVALS NOT TO EXCEED 10 FT. BATTS OR BLANKETS OF MINERAL
OR GLASS FIBER SHALL BE ALLOWED AS FIREBLOCKING.
B) AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL
SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS, AND COVE CEILINGS.
C) IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE
RUN.
D) AT OPENINGS AROUND VENTS, PIPES, AND DUCTS AT CEILING AND FLOOR LEVEL, TO
RESIST FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION.
E) FIREBLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQUIRED AT THE LINE
OF DWELLING UNIT SEPARATION.
12. JOISTS EXCEEDING A NOMINAL 2x12 SHALL BE SUPPORTED LATERALLY BY SOLID
BLOCKING, DIAGONAL BRIDGING, OR A CONTINUOUS 1X3 STRIP NAILED ACROSS THE
BOTTOM OF JOISTS PERPENDICULAR TO JOISTS AT INTERVALS NOT EXCEEDING 8 FT.
13. HEADERS ARE TO BE BUILT UP PER CODE IN FRAMED WALLS U.N.O. - SUPPORT EACH
HEADER w/ DOUBLE TRIMMER STUDS WHERE OPENINGS ARE 48" WIDE OR GREATER.
14. PROVIDE FULL BEARING SUPPORT FOR ALL BEAMS (EX. 4X BEAMS SUPPORTED BY (2) 2X
OR 4X POSTS, 6X/8X BEAMS SUPPORTED BY 6X/8X POSTS, ETC).
15. HARDWARE IS TO BE "SIMPSON STRONG-TIE" OR EQUAL.
16. R507.9.2 DECK LATERAL LOAD CONNECTION. WHERE THE LATERAL LOAD CONNECTION IS
PROVIDED IN ACCORDANCE WITH FIGURE R507.9.2(1), HOLDDOWN TENSION DEVICES
SHALL BE INSTALLED IN NOT LESS THAN TWO LOCATIONS PER DECK, WITHIN 24 INCHES
(610 MM) OF EACH END OF THE DECK. EACH DEVICE SHALL HAVE AN ALLOWABLE STRESS
DESIGN CAPACITY OF NOT LESS THAN 1,500 POUNDS (6672 N). WHERE THE LATERAL LOAD
CONNECTIONS ARE PROVIDED IN ACCORDANCE WITH FIGURE R507.9.2(2), THE HOLD-DOWN
TENSION DEVICES SHALL BE INSTALLED IN NOT LESS THAN FOUR LOCATIONS PER DECK,
AND EACH DEVICE SHALL HAVE AN ALLOWABLE STRESS DESIGN CAPACITY OF NOT LESS
THAN 750 POUNDS (3336 N).
NAILING SCHEDULE
PER R602.3(1)
TOP PLATE TO STUD (END NAIL) 2-16D COMMON
STUD TO SOLE PLATE (END NAIL) 2-16D COMMON
STUD TO SOLE PLATE (TOE NAIL) 4-8D COMMON OR 3 16D BOX
DOUBLE TOP PLATES 10D @ 12"OC
DBL TOP PLATE LAP SPLICE 8-16D COMMON
TOP PLATE LAPS (INTERSECTION) 3-10D BOX
SOLE PLATE TO JOIST OR BLOCKING 16D @ 16"OC
CEILING JOIST TO TOP PLATE (TOE NAIL) 3-8D COMMON
CEILING JOIST OVER PARTITION 4-10D BOX
CEILING JOIST TO PARALLEL RAFTER PER R802.5.1(9)
RAFTER TO TOP PLATE (TOE NAIL) 3-16D BOX
1X BRACE TO STUD/PLATE 2-8D COMMON
JOIST TO SILL PLATE (TOE NAIL) 3-8D COMMON
RAFTER TO RIDGE, HIP OR VALLEY (T.N.) 4-16D BOX
RAFTER TO RIDGE, HIP OR VALLEY (E.N.) 3-16D BOX
RAFTER TIES TO RAFTERS 4-8D BOX
SUBFLOOR TO FLOOR JOIST 6D COMMON @ 6"OC EDGE, 12"OC FIELD
WALL SHEATHING TO STUD 6D COMMON @ 6"OC EDGE, 12"OC FIELD
ROOF SHEATHING TO RAFTER/TRUSS 8D COMMON @ 6"OC EDGE, 12"OC FIELD
1. FOOTINGS ARE TO BEAR ON UNDISTURBED LEVEL SOIL DEVOID OF ANY ORGANIC MATERIALS
AND STEPPED AS REQUIRED TO MAINTAIN THE REQUIRED DEPTH BELOW THE FINAL GRADE.
2. SOIL BEARING PRESSURE ASSUMED TO BE 2500 PSF.
3. ANY FILL UNDER GRADE SUPPORTED SLABS TO BE A MINIMUM OF 4" GRANULAR MATERIAL
COMPACTED TO 95%.
4. CONCRETE (SEE TABLE R402.2):
- BASEMENT WALLS & FOUNDATIONS NOT EXPOSED TO WEATHER: 2500 PSI
- BASEMENT & INTERIOR SLABS ON GRADE: 2500 PSI
- BASEMENT WALLS & FOUNDATIONS EXPOSED TO WEATHER: 3000 PSI
- PORCHES, CARPORTS, STEPS EXPOSED TO WEATHER, & GARAGE FLOOR SLAB: 3500 PSI
5. CONCRETE SIDEWALKS TO HAVE TOOLED JOINTS AT 5' O.C. (MINIMUM)
6. REINFORCED STEEL TO BE A-615 GRADE 60. WELDED WIRE MESH TO BE A-185.
7. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED OR PROTECTED WITH
55# ROLL ROOFING.
8. BEAM POCKETS IN CONCRETE TO HAVE 1/2" AIRSPACE AT SIDES AND ENDS WITH A MINIMUM
BEARING OF 3".
9. WATERPROOF BASEMENT WALLS BEFORE BACKFILLING, PROVIDING A 4" PERFORATED DRAIN
TILE BELOW THE TOP OF THE FOOTING .
CRAWLSPACES WHERE APPLICABLE:
1. COVER ENTIRE CRAWLSPACE WITH 6 MIL BLACK "VISQUEEN" AND EXTEND UP FOUNDATION
WALLS TO P.T. MUDSILL.
2. PROVIDE A MINIMUM OF 1 SQ. FT. OF VENTILATION AREA FOR EACH 150 SQ.FT. OF
CRAWLSPACE AREA. VENTS ARE TO BE CLOSABLE WITH OPENINGS IN CORROSIVE
RESISTANT SCREEN. POST NOTICE REGARDING OPENING VENTS ARE FOR ELECTRICAL
PANEL.
1. PORCHES, BALCONIES, OR RAISED FLOOR SURFACES LOCATED MORE THAN 30" ABOVE THE
FLOOR OR GRADE BELOW SHALL HAVE GUARDRAILS NOT LESS THAN 36" HEIGHT MEASURED
VERTICALLY FROM THE NOSING OF THE TREADS. REQUIRED GUARDRAILS SHALL BE SUCH
THAT A 4" DIAMETER SPHERE CANNOT PASS THROUGH. THE TRIANGULAR OPENINGS
FORMED BY THE RISER, TREAD AND BOTTOM RAIL OF A GUARD AT THE OPEN SIDE OF A
STAIRWAY MAY BE OF SUCH SIZE THAT A 4" DIAMETER SPHERE CANNOT PASS THROUGH.
2. STAIR MAXIMUM RISER HEIGHT IS 8 1/4" AND MINIMUM TREAD DEPTH IS 9". STAIRS HAVING
MORE THAN 3 RISERS REQUIRE A HANDRAIL. HANDRAILS ARE REQUIRED TO BE 36" IN HEIGHT
ABOVE THE NOSING OF THE TREADS AND SHALL BE CONTINUOUS THE FULL LENGTH OF THE
STAIR. ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY
TERMINALS. THE HANDICAP PORTION OF THE HANDRAIL SHALL BE NOT LESS THAN 1 1/4" NOR
MORE THAN 2 5/8" IN CROSS-SECTION DIMENSION OR THE SHAPE SHALL PROVIDE AN
EQUIVALENT GRIPPING SURFACE. IT SHALL HAVE A SMOOTH SURFACE WITH NO SHARP
CORNERS. THE MINIMUM HEADROOM CLEARANCE IS 6'-8" MEASURED FROM THE NOSING OF
THE TREADS. THE MINIMUM STAIRWAY WIDTH IS 36".
3. WINDING STAIRS ARE REQUIRED TO HAVE A MINIMUM TREAD WIDTH OF NOT LESS THAN 6"
AND AT LEAST 10" AT A POINT 12" FROM THE SIDE WHERE THE TREADS ARE NARROWER.
4. SPIRAL STAIRS ARE REQUIRED TO HAVE A MINIMUM WIDTH OF 26" WITH EACH TREAD HAVING
A 7 1/2" MINIMUM TREAD WIDTH AT 12" FROM THE NARROW EDGE. ALL TREADS SHALL BE
IDENTICAL AND THE RISE SHALL BE NO MORE THAN 9 1/2". A MINIMUM HEADROOM OF 6'-6" IS
REQUIRED.
5. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS AND SOFFITS
PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD.
6. INTERIOR STAIRS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED IN THE
IMMEDIATE VICINITY OF EACH LANDING AT THE TOP AND BOTTOM OF THE STAIR. EXTERIOR
STAIRS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED IN THE IMMEDIATE
VICINITY OF THE TOP LANDING OF THE STAIR. CONTROLS FOR THE LIGHTING SHALL BE AS
SPECIFIED IN THE ELECTRICAL CODE.
GENERAL NOTES FRAMING NOTES FOUNDATION NOTES
STAIR NOTES
1. GUARDS SHALL BE LOCATED ALONG OPEN SIDED WALKING SURFACES, INCLUDING STAIRS,
RAMPS AND LANDINGS, WHICH ARE MORE THAN 30" ABOVE THE FLOOR / GRADE BELOW.
2. REQUIRED GUARDS AT OPEN-SIDED WALKING SURFACES, INCLUDING STAIRS, PORCHES,
BALCONIES OR LANDINGS, SHALL BE NOT LESS THAN 36" IN HEIGHT.
EXCEPTIONS:
1: GUARDS ON THE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT NOT LESS THAN 34".
2. WHERE THE TOP OF THE GUARD SERVES AS A HANDRAIL ON THE OPEN SIDES OF
STAIRS, THE TOP OF THE GUARD SHALL BE NOT LESS THAN 34" AND NOT MORE THAN 38" IN
HEIGHT.
3. REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING SURFACE TO THE
REQUIRED GUARD HEIGHT THAT ALLOW PASSAGE OF A SPHERE 4" IN DIAMETER.
EXCEPTIONS:
1: THE TRIANGULAR OPENINGS AT THE OPEN SIDE OF STAIRS FORMED BY THE RISER,
TREAD AND BOTTOM RAIL OF A GUARD SHALL NOT ALLOW THE PASSAGE OF A SPHERE 6" IN
DIAMETER.
2: GUARDS ON THE OPEN SIDE OF STAIRS SHALL NOT HAVE OPENINGS THAT ALLOW
PASSAGE OF A SPHERE 4-3 8" IN DIAMETER.
GUARD NOTES
ADDITIONAL NOTES
AS NOTED
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SCALE:
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PAGE CONTENT:
ENGINEER:DESIGNER:
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START DATE:
DATE:
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CLIENT:
ADDRESS:
25-12-071
10-27-2026
11-07-2025
E. DEMIO NOLAN
RENOVATION OF
FINISHED BASEMENT &
SEPARATION INTO
SECONDARY UNIT
99 DIVISION STREET
SARATOGA SPRINGS,
NY 12866
ARGENTI, NICHOLAS
02
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PROPERTY SURVEY
AS NOTED
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CLIENT:
ADDRESS:
25-12-071
10-27-2026
11-07-2025
E. DEMIO NOLAN
RENOVATION OF
FINISHED BASEMENT &
SEPARATION INTO
SECONDARY UNIT
99 DIVISION STREET
SARATOGA SPRINGS,
NY 12866
ARGENTI, NICHOLAS
02
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0
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ST1.0
N.T.S
2
ST1.0
ORIGINAL SURVEY FOR REFERENCE
N.T.S
1
ST1.0
ENLARGED 2023 PROPERTY SURVEY
EXISTING
KITCHEN
EXISTING
ENTRY
EXISTING
LIVING ROOM
EXISTING
DINING ROOM
EXISTING
BATH
EXISTING
FRONT PORCH
SCO
SCO
EXISTING
REAR PORCH
A
NEW BASEMENT
EGRESS WELL BELOW,
SEE SHEET A1.0
NEW BASEMENT
EGRESS WELL BELOW,
SEE SHEET A1.0
EXISTING
SIDEWALK
EXISTING
SIDEWALK
WE
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DIVISION ST.
REAR YARD
FRONT YARD
EXISTING
WALKWAY
SIDE
YARD
PROPOSED UNIT A SPECIFICATIONS
BEDROOMS:3
BATHROOMS:4
APPROX. SQUARE FOOTAGE: ±1650 SF
PROPOSED UNIT B SPECIFICATIONS
BEDROOMS:2
BATHROOMS:1
APPROX. SQUARE FOOTAGE:±540 SF
1
PROPOSED
SITE PLAN
AS NOTED
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START DATE:
DATE:
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CLIENT:
ADDRESS:
25-12-071
10-27-2026
11-07-2025
E. DEMIO NOLAN
RENOVATION OF
FINISHED BASEMENT &
SEPARATION INTO
SECONDARY UNIT
99 DIVISION STREET
SARATOGA SPRINGS,
NY 12866
ARGENTI, NICHOLAS
02
.
0
4
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ST1.1
N.T.S
1
ST1.1
PROPOSED SITE PLAN
EXISTING
KITCHEN
NEW
BEDROOM 1
NEW
BEDROOM 2 EXISTING
STORAGE
EXISTING
STORAGE
EXISTING
BATH
BASEMENT
FIRST FLOOR
HANDRAIL TO HAVE PERIMETER OF AT LEAST 4", NOT GREATER THAN
6.25", w/ MAX CROSS SECTION OF 2.25". SPACE BETWEEN HANDRAIL &
WALL NO LESS THAN 1.5", CONTINUOUS FOR ENTIRE LENGTH OF FLIGHT,
& TERMINATE W/ RETURN TO SELF, WALL, OR WALKING SURFACE
MAX RISER HEIGHT: 8 1/4" MIN. TREAD WIDTH: 9"
PROVIDE 1" NOSING, BEVEL NOT TO EXCEED 1/2"
6'
-
8
"
H
E
A
D
R
O
O
M
M
I
N
.
3'
BALUSTER SPACING
3-7/8" MAX
WHERE PRESENT
CLOSED RISERS
DEMO EXISTING WALL-MOUNTED RAILING SEGMENTS ON STAIR
TO BASEMENT, SEE DETAIL FOR NEW BASEMENT STAIR RAILING
REMOVE EXISTING INSWING BASEMENT EGRESS DOOR & REPLACE W/
OUTSWING EGRESS DOOR TO COMPLY WITH CODE REQUIREMENTS.
IN ORDER TO PROVIDE SHARED ACCESS TO THE UTILITY ROOM, THIS
DOOR TO BE KEYED SEPARATE FROM UNIT ACCESS DOORS, AND A
KEY PROVIDED TO EACH UNIT TENANT AS TYP.
DEMO EXISTING SOFFIT, DEMO & CAP UNUSED UTILITY PIPE AS TYP.
FINISH TO MATCH EXISTING CEILING IN EGRESS ACCESS HALLWAY
INSTALL NEW CONTINUOUS
WALL-MOUNTED BASEMENT STAIR
RAILING AS INDICATED, GC TO
ENSURE NEW RAILING MATCHES
ALL CODE REQUIREMENTS AS TYP.
EXISTING STAIRS TO REMAIN
OTHERWISE UNMODIFIED
EXISTING
METAL POST
EXISTING
METAL POST
RETAIN EXISTING 2'-4" x 1'-9" BASEMENT WINDOW
EXISTING INFILLED BASEMENT WINDOW LOCATION
TO REMAIN UNMODIFIED IN SCOPE OF WORK
S
SCO
S
SCO
9'-11"±
11
'
-
0
"
±
10
'
-
4
"
±
8'-10"±
9'
-
3
"
±
7'
-
5
"
±
10'-1"±
7'-7"±
3'
-
1
0
"
±
4'-11"±2'
-
8
"
±
5'
-
0
"
±
7'-1"±
S SMOKE ALARM
SCO SMOKE and CARBON MONOXIDE DETECTOR
EXISTING REAR
PORCH ABOVE
4'
-
1
1
"
±
11'-6"±4'-7"±
11
'
-
1
0
"
±
6'-3"±
NEW RAILING TO BE INSTALLED @ BASEMENT
EGRESS STAIRS PER CODE REQUIREMENTS
EXISTING 50 CFM MECHANICAL BATHROOM VENT
EXISTING
PANTRYEXISTING
LAUNDRY
BASEMENT
CEILING HEIGHT:
6'-11" FTC
TERMINATE W/ RETURN
TO SELF, WALL, OR
WALKING SURFACE
CON
T
I
N
U
O
U
S
ENGINEER SITE INSPECTION OBSERVED NO STRUCTURAL ISSUES ON
BASEMENT FLOOR OF RESIDENCE, LAYOUT PER EXISTING CONDITIONS
INSTALL NEW CONTINUOUS GUARD
AS INDICATED AT ANY LOCATIONS
OVER 30" FROM FLOOR BELOW
►► EXHAUST ►
►
NEW PANASONIC PANFV04VE1 (OR EQ) ERV, INSTALL PER MANUFACTURER
INSTRUCTIONS, DUCT ROUTING AS INDICATED, FINAL VENT LOCATIONS TO
BE CONFIRMED ON SITE BY GC. EXTERIOR OPENINGS TO BE PROTECTED
WITH CORROSION-RESISTANT SCREENS, FLASHED & SEALED AS TYP.
ENSURE INTAKE LOCATION IS NOT BLOCKED BY REAR PORCH
ABOVE AND IS SEPARATED FROM CONTAMINANT SOURCES IN
COMPLIANCE W/ 2025 MCNYS SECTIONS 401.4 & 401.5
NEW ERV
►
◄►
►
I
N
T
A
K
E
►
9'
-
5
"
±
EXISTING
UTILITY ROOM
(SHARED)
CONFIRM FINAL EXHAUST LOCATION ON-SITE
(1): EXISTING INSTALLED LIGHTING THROUGHOUT BASEMENT DETERMINED DURING ON-SITE
INSPECTION TO MEET OR EXCEED CODE REQUIREMENTS, VENTILATION REQUIREMENTS TO BE
MET THROUGH BOTH EXISTING SYSTEMS AND NEW ERV INSTALLATION. NO ADDITIONAL WORK
TO EXISTING LIGHT/VENT OF FINISHED BASEMENT DEEMED NECESSARY PER SITE INSPECTION.
WHERE NATURAL LIGHTING / VENT IS UNABLE TO BE OBTAINED:
- PROVIDE MECHANICAL VENTILATION SYSTEM CAPABLE OF PRODUCING 50 CFM MIN.
- PROVIDE ARTIFICIAL LIGHT FIXTURES CAPABLE OF PRODUCING AN AVERAGE ILLUMINATION
OF 6 FOOT-CANDLES (65 LUX) OVER THE ROOM AREA AT HEIGHT OF 30" ABOVE THE FLOOR.
ROOM LABEL
LIGHT AND VENT CHART
ROOM AREA
(SQ/FT)
REQ LIGHT
(.08)ACTUAL LIGHT REQ VENT
(.04)ACTUAL VENT
KITCHEN 160 SF 12.80 6.40 40CFMEXISTING: PASS1 MECH:
9 SF1
6 SF1
EXISTING: PASS1
NEW BED 1 99 SF 7.92 3.96
NEW BED 2 84 SF 6.72 3.36
BATHROOM 36 SF 2.88 1.44 EXISTING: PASS1
6 SF
2468
2468
28
6
8
28
6
8
2868
2868
30
6
8
2'
-
0
"
8'
-
8
"
±
5'-0"4'-7"±
3'-6"±5'-0"
2'
-
0
"
8'
-
0
"
±
NEW:
NEW:NEW:
NEW:
6 SF
DR
E
S
S
E
R
3'
-
1
"
±
REMOVE EXISTING 2'-4" x 1'-9" BASEMENT WINDOWS, AND
REPLACE WITH NEW EGRESS-COMPLIANT CASEMENT WINDOW
(ANDERSON CW135 OR EQUIVALENT), CUT FOUNDATION TO
PROVIDE OPENING HEIGHT FOR NEW WINDOW R.O. AS TYP.
INSTALL NEW EGRESS WINDOW WELL, MINIMUM 36" DEPTH,
MINIMUM 9 SF WELL AREA PER CODE REQUIREMENTS.
PER SARATOGA D.R.B. APPROVAL #20260068, WELL TO BE
OF METAL CONSTRUCTION W/ DARK OR STONE-PATTERN
FINISH, FINAL WELL MAKE/MODEL TBD PER OWNER / GC
INSTALL NEW EGRESS WINDOW WELL, MINIMUM 36" DEPTH,
MINIMUM 9 SF WELL AREA PER CODE REQUIREMENTS.
PER SARATOGA D.R.B. APPROVAL #20260068, WELL TO BE
OF METAL CONSTRUCTION W/ DARK OR STONE-PATTERN
FINISH, FINAL WELL MAKE/MODEL TBD PER OWNER / GC
NEW 2X4 @ 16" O.C. INTERIOR DEMISING WALLS
SCOPE OF WORK:
EXISTING FINISHED BASEMENT TO BE SEPARATED FROM MAIN RESIDENCE AND CONVERTED
TO A SEPARATED UNIT, WITH ALL APPROPRIATE REQUIREMENTS INSTALLED TO DIVIDE THE
EXISTING SINGLE-FAMILY RESIDENCE TO A TWO-FAMILY RESIDENCE, AS IS PERMITTED UNDER
THE PROPERTY UR-4 ZONING DESIGNATION PER SARATOGA-SPRINGS ZONING ORDINANCES.
UNIT FIRE SEPARATION REQUIREMENTS PER CODE:
AS PER 2025 RCNYS SECTION R302.3, THE ABOVE DIVISION IS TO BE COMPLETED IN
ACCORDANCE WITH ALL APPLICABLE FIRE SEPARATION REQUIREMENTS. ALL ELEMENTS
SEPARATING THE UNITS ARE TO BE REPLACED OR UPGRADED TO ENSURE A CONTINUOUS
1-HOUR FIRE SEPARATION AND SMOKE BARRIER. ADDITIONALLY, A CONNECTED ALARM
NOTIFICATION SYSTEM SHALL BE INSTALLED IN EACH DWELLING UNIT AS PER R302.3.5
NEW INTERCONNECTED SMOKE ALARMS TO BE
INSTALLED PER CODE REQUIREMENTS, LINKED
WITH A NOTIFICATION SYSTEM IN THE ABOVE UNIT
IN COMPLIANCE WITH RCNYS SECTION R302.3.5
ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS:
SMOKE ALARMS:
IN EACH SLEEPING ROOM. OUTSIDE EACH SEPARATE SLEEPING
AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS.
CARBON MONOXIDE ALARMS:
WITHIN EACH DWELLING UNIT ON EACH STORY CONTAINING A
SLEEPING AREA, WITHIN 15 FEET OF THE SLEEPING AREA.
MORE THAN ONE CARBON MONOXIDE ALARM SHALL BE
PROVIDED WHERE NECESSARY TO ASSURE THAT NO SLEEPING
AREA ON A STORY IS MORE THAN 15 FEET AWAY FROM A
CARBON MONOXIDE ALARM ON ANY STORY OF A DWELLING
UNIT THAT CONTAINS A CARBON MONOXIDE SOURCE.
PER RCNYS SECTION R302.3.5:
IN VERTICALLY STACKED DWELLING UNITS, A NOTIFICATION
APPLIANCE CONNECTED TO SMOKE ALARMS IN THE OTHER
DWELLING UNIT SHALL BE PROVIDED IN EACH DWELLING UNIT.
THE REQUIRED 1-HOUR FIRE-SEPARATION BETWEEN THE VERTICAL UNITS IS TO BE ACHIEVED THROUGH THE FOLLOWING METHODS:
1. THE APPLICATION OF 1-HOUR RATED FIRE-BARRIER PAINT* ON EXISTING SURFACES, FOLLOWING MANUFACTURER INSTRUCTIONS TO
ACHIEVE THE NECESSARY APPLICATION THICKNESS TO PROVIDE THE SPECIFIED RATING ON THE RELEVANT MATERIAL SURFACES.
1.1. ALTERNATIVELY / ADDITIONALLY, THE INSTALLATION OF 1-HOUR RATED TYPE-X GYPSUM BOARD ON ALL CEILINGS AND WALLS
SEPARATING THE UNITS WHEREVER EXISTING SURFACES ARE EITHER NOT PRESENT OR IN NEED OF REPLACEMENT.
2. THE PROTECTION OF ALL EXISTING AND NEW BARRIER PENETRATIONS TO PREVENT TRANSFER OF FLAME OR SMOKE PER R302.4
3. THE REPLACEMENT OF EXISTING DOOR(S) BETWEEN UNITS WITH 1-HOUR RATED DOOR ASSEMBLIES, AND THE SEALING OF ANY
EXISTING GAPS OR OPENINGS TO PREVENT THE TRANSFER OF FLAME OR SMOKE BETWEEN DWELLING UNITS.
REPLACE EXISTING DOOR WITH A
1-HOUR FIRE-RATED DOOR AND
SEAL ALL OPENINGS TO PREVENT
TRANSFER OF SMOKE AS TYP.
APPLY FIRE-BARRIER PAINT ON
EXISTING STAIRWELL WALLS &
CEILING TO ACHIEVE 1-HOUR FIRE
RATING AS REQUIRED BY CODE
ENSURE ALL BASEMENT UNIT ACCESS DOORS AND STORAGE AREAS
ARE KEYED SEPARATE FROM THE ABOVE UNIT DOORS AS TYP.
36" MIN.
CLOSET
CLOSET
PROPOSED UNIT B SPECIFICATIONS
BEDROOMS:2
BATHROOMS:1
APPROX. SQUARE FOOTAGE:±540 SF
NOTIFICATION APPLIANCE PER R302.3.5 (LOCATION TBD)A
A
APPLY FIRE-BARRIER PAINT
ON
EXISTING CEILING THROUGHOUT
TO CREATE 1-HR FIRE SEPARATION
8'-8"±
3'
-
0
"
±
3'
-
0
"
±
CUT SLAB AS INDICATED & DROP TO CREATE NEW STEP AT BASE OF
STAIR, MATCHING EXISTING RISER HEIGHT. ENSURE MIN. 6'-8" CLEAR
THROUGH EGRESS PATH (MIN. 6'-4" BELOW SOFFITS, BEAMS ETC.)
POUR NEW 4" SLAB W/ 6x6 W.W.M. OVER 6 MIL VAPOR BARRIER IN
SAME FOOTPRINT @ NEW HEIGHT, PROVIDE UNDERPINNING AROUND
PERIMETER AS NEEDED, ENSURE WATERPROOFING & DRAINAGE AS TYP.
* FIRE-BARRIER PAINT SPECIFICATIONS:
THE RECOMMENDED PRODUCT IS "FLAMEOFF" BRAND
INTUMESCENT PAINT, WHICH IS RATED TO ASTM E119 &
E84 STANDARDS, INCLUDING FOR APPLICATION TO
BOTH REGULAR 1/2" GYPSUM-BOARD AND EXPOSED
WOOD AT A MINIMUM DRY-FILM-THICKNESS OF 30MM TO
CREATE A 1-HOUR FIRE BARRIER. PRODUCT IS TO BE
APPLIED AS PER ALL MANUFACTURER SPECIFICATIONS
AND INSTRUCTIONS. ANY SUBSTITUTE PRODUCT IS TO
BE OF EQUIVALENT STANDARDS, AND CERTIFIED TO
PROVIDE AN EQUAL FIRE-RATING ON SUCH SURFACES.
36
"
M
I
N
.
INSTALL NEW EGRESS-COMPLIANT CASEMENT WINDOW
(ANDERSON CW135 OR EQUIVALENT), CUT FOUNDATION
TO PROVIDE OPENING FOR NEW WINDOW R.O. AS TYP.
1
±6'-8" - VERIFY ON-SITE
6'
-
1
1
"
±
2'
-
1
0
"
±
(4
4
"
M
A
X
.
)
3'
-
5
"
±
36" MIN.
2'
-
0
"
±
6'
-
1
1
"
±
1'
-
9
"
±
NEW EGRESS-COMPLIANT
CASEMENT WINDOW PER PLANREMOVE EXISTING
BASEMENT WINDOWS
EXCAVATE
FOR NEW
EGRESS WELL
RETAIN EXISTING
WINDOW HEADERS
RETAIN EXISTING
WINDOW HEADERS
DEMO EXISTING
WALL TO CREATE
OPENING FOR NEW
EGRESS WINDOW
4" MIN.
4"±
INSTALL NEW EGRESS
WELL PER PLAN OVER
GRAVEL FOR DRAINAGE
PROVIDE SEALED R-10 RIGID
INSULATION BASE WHEREVER WELL
IS ABOVE UTILITY CONNECTIONS
A1.0
UNIT B - BASEMENT
FLOOR PLAN
AS NOTED
WA
R
N
I
N
G
:
IT
I
S
A
V
I
O
L
A
T
I
O
N
O
F
N
E
W
Y
O
R
K
S
T
A
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ED
U
C
A
T
I
O
N
L
A
W
F
O
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A
N
Y
P
E
R
S
O
N
,
U
N
L
E
S
S
AC
T
I
N
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D
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E
D
I
R
E
C
T
I
O
N
O
F
A
L
I
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E
N
S
E
D
DE
S
I
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N
P
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O
F
E
S
S
I
O
N
A
L
,
T
O
A
L
T
E
R
I
N
A
N
Y
WA
Y
A
N
Y
P
L
A
N
S
,
S
P
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I
F
I
C
A
T
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S
,
P
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O
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RE
P
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T
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H
T
H
E
S
E
A
L
O
F
P
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O
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E
S
S
I
O
N
A
L
EN
G
I
N
E
E
R
H
A
S
B
E
E
N
A
P
P
L
I
E
D
.
STAMP:
SHEET:
PAPER SIZE:
C (18"x24")
SCALE:
FILE:
PAGE CONTENT:
ENGINEER:DESIGNER:
DA
T
E
:
START DATE:
DATE:
RE
C
O
R
D
O
F
W
O
R
K
:
DE
S
C
R
I
P
T
I
O
N
:
BY
:
EXPIRES 05/31/2027
CO
M
P
A
N
Y
C
E
R
T
I
F
I
C
A
T
I
O
N
N
O
.
0
0
2
0
0
7
3
,
E
X
P
I
R
E
S
1
2
/
0
3
/
2
0
2
5
CLIENT:
ADDRESS:
25-12-071
10-27-2026
11-07-2025
E. DEMIO NOLAN
RENOVATION OF
FINISHED BASEMENT &
SEPARATION INTO
SECONDARY UNIT
99 DIVISION STREET
SARATOGA SPRINGS,
NY 12866
ARGENTI, NICHOLAS
02
.
0
4
.
2
0
2
6
03
.
1
0
.
2
0
2
6
10
.
2
7
.
2
0
2
6
CL
I
E
N
T
R
E
V
I
E
W
S
E
T
EM
D
CO
N
S
T
R
U
C
T
I
O
N
S
E
T
EM
D
(1
)
R
E
V
.
P
E
R
C
L
I
E
N
T
EM
D
SCALE: 1/4" = 1'-0"
1
A1.0
UNIT B - BASEMENT FLOOR PLAN
SCALE: 1/4" = 1'-0"
2
A1.0
NEW BASEMENT STAIR RAILING DETAIL
SCALE: 3/8" = 1'-0"
3
A1.0
EGRESS WINDOW SECTION DETAIL
EXISTING
KITCHEN
EXISTING
ENTRY
EXISTING
LIVING ROOM
EXISTING
DINING ROOM
EXISTING
BATH
EXISTING
FRONT PORCH
SCO
15
'
-
9
"
±
12'-4"±
14
'
-
6
"
±
8'-4"±
12
'
-
0
"
±
19'-4"±
7'-2"±
4'
-
0
"
±
6'-4"±
SCO
ENGINEER INSPECTION VERIFIED THAT EXISTING BEAM IS
IN GOOD CONDITION & PERFORMING STRUCTURAL ROLE
ADEQUATELY, COMPLIANT & TO REMAIN UNMODIFIED,
MINOR CRACKING OBSERVED IN DRYWALL IS COSMETIC
ONLY, GC TO PATCH DRYWALL FINISH AS NECESSARY
ENGINEER SITE INSPECTION OBSERVED NO STRUCTURAL
ISSUES ON EXISTING FIRST FLOOR OF RESIDENCE
LAYOUT PER EXISTING CONDITIONS, NO MODIFICATIONS
OF WALL LAYOUT WITHIN SCOPE OF WORK
10
'
-
5
"
±
EXISTING
REAR PORCH
FIRST FLOOR
CEILING HEIGHT:
10'-10" FTC
APPLY FIRE-BARRIER PAINT ON EXISTING INTERIOR STAIRWELL WALLS &
CEILING TO ACHIEVE 1-HOUR FIRE SEPARATION AS REQUIRED BY
CODE, OR REPLACE WITH TYPE-X GYPSUM BOARD WHERE FEASIBLE
REMOVE EXISTING INSWING BASEMENT EGRESS DOOR & REPLACE W/
OUTSWING EGRESS DOOR TO COMPLY WITH CODE REQUIREMENTS.
IN ORDER TO PROVIDE SHARED ACCESS TO THE UTILITY ROOM, THIS
DOOR TO BE KEYED SEPARATE FROM UNIT ACCESS DOORS, AND A
KEY PROVIDED TO EACH UNIT TENANT AS TYP.
NEW RAILING TO BE INSTALLED @ BASEMENT
EGRESS STAIRS PER CODE REQUIREMENTS
REPLACE EXISTING DOOR WITH A 1-HOUR FIRE-RATED DOOR &
SEAL ALL OPENINGS TO PREVENT TRANSFER OF SMOKE AS TYP.
PROPOSED UNIT A SPECIFICATIONS
BEDROOMS:3
BATHROOMS:4
APPROX. SQUARE FOOTAGE: ±1650 SF
A
S SMOKE ALARM
SCO SMOKE and CARBON MONOXIDE DETECTOR
EXISTING 50 CFM MECHANICAL BATHROOM VENT
ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS:
SMOKE ALARMS:
IN EACH SLEEPING ROOM. OUTSIDE EACH SEPARATE SLEEPING
AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS.
CARBON MONOXIDE ALARMS:
WITHIN EACH DWELLING UNIT ON EACH STORY CONTAINING A
SLEEPING AREA, WITHIN 15 FEET OF THE SLEEPING AREA.
MORE THAN ONE CARBON MONOXIDE ALARM SHALL BE
PROVIDED WHERE NECESSARY TO ASSURE THAT NO SLEEPING
AREA ON A STORY IS MORE THAN 15 FEET AWAY FROM A
CARBON MONOXIDE ALARM ON ANY STORY OF A DWELLING
UNIT THAT CONTAINS A CARBON MONOXIDE SOURCE.
PER RCNYS SECTION R302.3.5:
IN VERTICALLY STACKED DWELLING UNITS, A NOTIFICATION
APPLIANCE CONNECTED TO SMOKE ALARMS IN THE OTHER
DWELLING UNIT SHALL BE PROVIDED IN EACH DWELLING UNIT.
NOTIFICATION APPLIANCE PER R302.3.5 (LOCATION TBD)A
NEW INTERCONNECTED SMOKE ALARMS TO BE
INSTALLED PER CODE REQUIREMENTS, LINKED
WITH A NOTIFICATION SYSTEM IN THE BELOW UNIT
IN COMPLIANCE WITH RCNYS SECTION R302.3.5
NEW BASEMENT EGRESS WELL BELOW, SEE SHEET A1.0
NEW BASEMENT EGRESS WELL BELOW, SEE SHEET A1.0
THE REQUIRED 1-HOUR FIRE-SEPARATION BETWEEN THE VERTICAL UNITS IS TO BE ACHIEVED THROUGH THE FOLLOWING METHODS:
1. THE APPLICATION OF 1-HOUR RATED FIRE-BARRIER PAINT ON EXISTING SURFACES, FOLLOWING MANUFACTURER INSTRUCTIONS TO
ACHIEVE THE NECESSARY APPLICATION THICKNESS TO PROVIDE THE SPECIFIED RATING ON THE RELEVANT MATERIAL SURFACES.
1.1. ALTERNATIVELY / ADDITIONALLY, THE INSTALLATION OF 1-HOUR RATED TYPE-X GYPSUM BOARD ON ALL CEILINGS AND WALLS
SEPARATING THE UNITS WHEREVER EXISTING SURFACES ARE EITHER NOT PRESENT OR IN NEED OF REPLACEMENT.
2. THE PROTECTION OF ALL EXISTING AND NEW BARRIER PENETRATIONS TO PREVENT TRANSFER OF FLAME OR SMOKE PER R302.4
3. THE REPLACEMENT OF EXISTING DOOR(S) BETWEEN UNITS WITH 1-HOUR RATED DOOR ASSEMBLIES, AND THE SEALING OF ANY
EXISTING GAPS OR OPENINGS TO PREVENT THE TRANSFER OF FLAME OR SMOKE BETWEEN DWELLING UNITS.
1
A1.1
UNIT A - FIRST
FLOOR PLAN
AS NOTED
WA
R
N
I
N
G
:
IT
I
S
A
V
I
O
L
A
T
I
O
N
O
F
N
E
W
Y
O
R
K
S
T
A
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ED
U
C
A
T
I
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N
L
A
W
F
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A
N
Y
P
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R
S
O
N
,
U
N
L
E
S
S
AC
T
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E
D
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E
C
T
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N
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A
L
I
C
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N
S
E
D
DE
S
I
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N
P
R
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E
S
S
I
O
N
A
L
,
T
O
A
L
T
E
R
I
N
A
N
Y
WA
Y
A
N
Y
P
L
A
N
S
,
S
P
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I
F
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C
A
T
I
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S
,
P
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S
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P
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T
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T
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E
S
E
A
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E
S
S
I
O
N
A
L
EN
G
I
N
E
E
R
H
A
S
B
E
E
N
A
P
P
L
I
E
D
.
STAMP:
SHEET:
PAPER SIZE:
C (18"x24")
SCALE:
FILE:
PAGE CONTENT:
ENGINEER:DESIGNER:
DA
T
E
:
START DATE:
DATE:
RE
C
O
R
D
O
F
W
O
R
K
:
DE
S
C
R
I
P
T
I
O
N
:
BY
:
EXPIRES 05/31/2027
CO
M
P
A
N
Y
C
E
R
T
I
F
I
C
A
T
I
O
N
N
O
.
0
0
2
0
0
7
3
,
E
X
P
I
R
E
S
1
2
/
0
3
/
2
0
2
5
CLIENT:
ADDRESS:
25-12-071
10-27-2026
11-07-2025
E. DEMIO NOLAN
RENOVATION OF
FINISHED BASEMENT &
SEPARATION INTO
SECONDARY UNIT
99 DIVISION STREET
SARATOGA SPRINGS,
NY 12866
ARGENTI, NICHOLAS
02
.
0
4
.
2
0
2
6
03
.
1
0
.
2
0
2
6
10
.
2
7
.
2
0
2
6
CL
I
E
N
T
R
E
V
I
E
W
S
E
T
EM
D
CO
N
S
T
R
U
C
T
I
O
N
S
E
T
EM
D
(1
)
R
E
V
.
P
E
R
C
L
I
E
N
T
EM
D
SCALE: 1/4" = 1'-0"
1
A1.1
UNIT A - FIRST FLOOR PLAN
EXISTING
BEDROOM
EXISTING
BEDROOM
EXISTING
BEDROOM
EXISTING
BATH
EXISTING
BATH
EXISTING
BATH
CLOSETCLOSET
HALLWAY
SCO
11'-2"±
11
'
-
1
0
"
±
6'
-
1
0
"
±
7'-1"±
3'
-
9
"
±
6'-9"±
12'-2"±
13
'
-
9
"
±
10
'
-
1
1
"
±
12'-4"±
14
'
-
6
"
±
11'-10"±
3'
-
3
"
±
10'-2"±4'-0"±4'-0"±
7'-2"±11
'
-
6
"
±
9'-11"±
5'-9"±2'
-
1
0
"
±
5'
-
1
"
±
SECOND FLOOR
CEILING HEIGHT:
9'-3" FTC
ENGINEER SITE INSPECTION OBSERVED NO STRUCTURAL
ISSUES ON EXISTING SECOND FLOOR OF RESIDENCE
LAYOUT PER EXISTING CONDITIONS, NO MODIFICATIONS
OF WALL LAYOUT OR ASSEMBLY WITHIN SCOPE OF WORK
S
S
S
PROPOSED UNIT A SPECIFICATIONS
BEDROOMS:3
BATHROOMS:4
APPROX. SQUARE FOOTAGE: ±1650 SF
S SMOKE ALARM
SCO SMOKE and CARBON MONOXIDE DETECTOR
EXISTING 50 CFM MECHANICAL BATHROOM VENT
ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS:
SMOKE ALARMS:
IN EACH SLEEPING ROOM. OUTSIDE EACH SEPARATE SLEEPING
AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS.
CARBON MONOXIDE ALARMS:
WITHIN EACH DWELLING UNIT ON EACH STORY CONTAINING A
SLEEPING AREA, WITHIN 15 FEET OF THE SLEEPING AREA.
MORE THAN ONE CARBON MONOXIDE ALARM SHALL BE
PROVIDED WHERE NECESSARY TO ASSURE THAT NO SLEEPING
AREA ON A STORY IS MORE THAN 15 FEET AWAY FROM A
CARBON MONOXIDE ALARM ON ANY STORY OF A DWELLING
UNIT THAT CONTAINS A CARBON MONOXIDE SOURCE.
PER RCNYS SECTION R302.3.5:
IN VERTICALLY STACKED DWELLING UNITS, A NOTIFICATION
APPLIANCE CONNECTED TO SMOKE ALARMS IN THE OTHER
DWELLING UNIT SHALL BE PROVIDED IN EACH DWELLING UNIT.
NOTIFICATION APPLIANCE PER R302.3.5 (LOCATION TBD)A
NEW INTERCONNECTED SMOKE ALARMS TO BE
INSTALLED PER CODE REQUIREMENTS, LINKED
WITH A NOTIFICATION SYSTEM IN THE BELOW UNIT
IN COMPLIANCE WITH RCNYS SECTION R302.3.5
A1.2
UNIT A - SECOND
FLOOR PLAN
AS NOTED
WA
R
N
I
N
G
:
IT
I
S
A
V
I
O
L
A
T
I
O
N
O
F
N
E
W
Y
O
R
K
S
T
A
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ED
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C
A
T
I
O
N
L
A
W
F
O
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A
N
Y
P
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R
S
O
N
,
U
N
L
E
S
S
AC
T
I
N
G
U
N
D
E
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T
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E
D
I
R
E
C
T
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N
O
F
A
L
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C
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N
S
E
D
DE
S
I
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N
P
R
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E
S
S
I
O
N
A
L
,
T
O
A
L
T
E
R
I
N
A
N
Y
WA
Y
A
N
Y
P
L
A
N
S
,
S
P
E
C
I
F
I
C
A
T
I
O
N
S
,
P
L
O
T
S
O
R
RE
P
O
R
T
S
T
O
W
H
I
C
H
T
H
E
S
E
A
L
O
F
P
R
O
F
E
S
S
I
O
N
A
L
EN
G
I
N
E
E
R
H
A
S
B
E
E
N
A
P
P
L
I
E
D
.
STAMP:
SHEET:
PAPER SIZE:
C (18"x24")
SCALE:
FILE:
PAGE CONTENT:
ENGINEER:DESIGNER:
DA
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START DATE:
DATE:
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EXPIRES 05/31/2027
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CLIENT:
ADDRESS:
25-12-071
10-27-2026
11-07-2025
E. DEMIO NOLAN
RENOVATION OF
FINISHED BASEMENT &
SEPARATION INTO
SECONDARY UNIT
99 DIVISION STREET
SARATOGA SPRINGS,
NY 12866
ARGENTI, NICHOLAS
02
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SCALE: 1/4" = 1'-0"
1
A1.2
UNIT A - SECOND FLOOR PLAN