HomeMy WebLinkAbout20250872 127 George St. Addition NOD
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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 DECISION
In the matter of the application
#20250872
127 George St. Addition
127 George St.
Saratoga Springs, New York 12866
involving Historic review of a second floor addition to an existing single family structure within the Urban Residential-3 (UR-3)
District, tax parcel #166.69-2-12, within the City of Saratoga Springs.
In accordance with 6 NYCRR Part 617, the Design Review Board classifies this request as a SEQR:
Type II action – exempt from further SEQR review
And, in accordance with the objectives, standards and guidelines contained in the Unified Development Ordinance Article 240 -
13.9 Architectural Review Applicability and Approval Standards, the Design Review Board issues the following decision on
October 29, 2025:
Approve the plans with the following conditions:
Applicant to use all wood natural materials for all application, including but not limited to the siding, trim, soffits, window
casing and balcony floor. Applicant to use wood or aluminum clad windows. Applicant to choose new door for balcony
without dividers.
Door and window selections to be submitted for administrative approval.
Record of vote:
motion to approve made by K Cavotta, seconded by R DuBoff : passed 7-0
In favor: TEhinger, LDiCarlo, RDuBoff, JGritsavage, KCavotta, G Wood, A Dockum
As a result of this decision, the applicant:
may proceed with the proposed project as approved
Please contact the Building Department to verify permit requirements.
Chair Received by Accounts
cc: Building Department
Accounts Dept.
Applicant/Agent
32"x80"
28"x80"3'
6
6' - 3"
RAFTERS:
2x12 @ 16" O.C.
CEILING JOISTS:
2x4 @ 16" O.C.
MA
S
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BA
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H
EXISTING INSULATION NOT SHOWN
UNKNOWN
MASTER
CL
5'
6
1
2
6'
6
1
2
CE
I
L
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N
G
DROPPED BEAM / HDR
COLUMN
STEP DN 6"
LINE OF FIRST
FLOOR BELOW
ROOF SYSTEM
56" KNEE WALL
5' - 0"
56" KNEE WALL
7'-8"
CEILING
SLOPED)(SLOPED)
20"x32" DH
43" SILL
5' - 5 1/2"
2'
9
1
4
CL
3' - 0"
1'
6
1
2
5' - 10 1/2"
24"
x70"
32"
x80"26"x36"
DH 36"
SILL ASSUMED
GYP OVER
BRICK ROOF
SYSTEM:ASSUMED
2x4 R.C.
RAFTERS W/ SISTERED
2x6 ALL DIMENSIONS ARE APPROXIMATE WITHIN REASONABLE INDUSTRY
TOLERANCES BUILDER & HOMEOWNER TO COORIDINATE SALVAGING OF MATERIALS,
APPLIANCES, FIXTURES
ECT.FIRST
FLOOR SHED ROOF
BELOW DEMO ROOF
ONLY
DEMO
DEMO
DEMO
DEMO
DEMO
DEMO
DEMO 11' -
3"
9'
1
0
1
4
DEMO
EXISTING MASTER
SUITE 7'-2"
CEILING
A3
1 A3
2
EXISTING
RAFTERS
EX
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MA
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BA
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H NEW
WIC 7'-9" CEILING
HGT
EXISTING STEP DN
6"EXISTING ROOF
SYSTEM NEW DIMENSIONS ARE FACE OF
NEW STUD & / OR FACE OF EXISTING
GYPSUM
A33
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K 32"x80" CASED
OPENING HEADER: (2) 2x8MININFILLINKIND
EXISTING
MASTER
SUITE 7'-2"
CEILING
1
A5 DROPPED
BEAM: 2) 2x8 W/ (2) 2x4
SOLID BEARING EA.
END
OR: OPTIONAL 2x6 @ 16" O.
C.WALL W/ SOLID
BLOCKING IN FLOOR JOISTS
BELOW ROOF
RAFTERS: 2x12 @ 16" O.
C.CEILING
JOISTS:2x6 @ 16" O.
C.
1
A4 BEAM: PT (2)
2x8 FINISH DET. BY OWNER(
S)BEAM: NON-
BEARING:MATCH ADJACENT BEAM
REVEAL 7' -
0"ALIGN NEW 2ND
FLOOR WALL EXTENTS
W/ EXISTING FIRST
FLOOR WALL EXTENTS
BELOW
TYP)36" HEIGHT
GUARD.STYLE &
FINISH DET. BY OWNER(
S)7' - 11"4' -
1"12' -
0"
15
1
0 HEADER HEIGHT
TO MATCH
ADJACENT EXISTING
MASTER BATH
WINDOW DECK FLOOR
CONSTRUCTION:DECKING: COMPOSITE, PT,
OR NATURAL RESISTANCE TO
DECAY WATERPROOF
MEMBRANE PT 3/4"
PLYWOOD FLOOR JOISTS PER
PLAN
A
1 SOLID BEARING: (2)
2x6 3' - 11 1/2"3' - 11 1/
2"2' -
3"
10
1
3
4
6'
1
1
2
16
3
1
4
10
5
3
4 11' -
1"
9'
8
1
4 SOLID BEARING: (2)
2x6 SOLID BEARING: (2) 2x4
MIN ALL EXTERIOR WALL HEADERS = (2) 2x10 UNLESS NOTED
DIFFERENT. ALL INTERIOR NON-BEARING WALL HEADERS = (2) 2x6 UNLESS
NOTED
DIFFERENT DOUBLE TRIMMER STUDS REQUIRED FOR OPENINGS 48" OR
GREATER IN EXTERIOR & / OR BEARING WALLS UNLESS NOTED
DIFFERENT
NOTE:SECURE ALL FLUSH
BEAM PLIES TOGETHER W/ (2)
ROWS OF SIMPSON SDS25312
STRUCTURAL SCREWS @ 24" O.C.
STAGGERED SMOKE DETECTOR W/ BATTERY BACK-
UP, HARDWIRED AND INTERCONNECTED ON
SEPARATE
CURCUIT.
S SMOKE ALARMS SHALL BE INSTALLED IN
THE FOLLOWING
LOCATIONS:IN EACH SLEEPING ROOM. OUTSIDE
EACH SEPARATE SLEEPING AREA IN
THE IMMEDIATE VICINITY OF THE
BEDROOMS.EXTERIOR WALL: (
TYP)2x6 STUD 16" O.
C.DOUBLE TOP
PLATE SINGLE BOTTOM PLATE (
PRESSURE TREATED IF CONTACT W /
CONCRETE)HDR=(2) 2x10 W / CRIPPLE
STUDS UNLESS NOTED
DIFFERENT HOUSE WRAP W /
SEAMS OVERLAPPED AND
SEALED SIDING PER
PLAN 7/16" ZIP-IT OR EQUAL
SHEATHING OPTIONAL 1/2" GYPSUM WALLS &
CEILING INSULATION PER
PLAN FINISH MATERIALS BY
OTHERS DOUBLE TRIMMER STUDS REQUIRED
FOR OPENINGS 48" OR GREATER IN
EXTERIOR OR BEARING WALLS UNLESS
NOTED
DIFFERENT MIN ATTIC
ACCESS 22"x30".
LOCATION SHOWNMAY
VARYS HEADER: (2)
2x10 HEADER: (2)
2x6 3' - 10 1/
4"EXISTING ROOF
BELOW POST: PT 6x6 W/ SIMPSON STRONG-TIE
POST BASE ABA66Z OR SIMILAR. ATTACH POST
TO BEAM W/ LPC6Z POST CAPS OR NOTCHED
IN POSTS W/ (2) 1/2"THRU-BOLTS W/
WASHERS. POST CLADDING FINISH DET. BY
OTHERS RIDGE
BEAM: 1) 1.75"x14" 2.0E
LVL SOLID BEARING @ END: (2)
2x6 SOLID BEARING @ END: (2) 2x4
MIN E-
mail: amastersfurnrep@gmail.
com Phone: 518-416-
5379 C (
18x24)
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number
Date Drawn
by
Engineer Paper
Size
Stamp EXPIRES 5/31/
2027
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0"
6/
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1
P
M MASTERS,
ANDREW 127 GEORGE
STREET SARATOGA SPRINGS,
NY
12866 Existing & New
Second Floor
Plan 25-03-
017 06-16-
25
SK
RN
ADDITION /
RENOVATION
A2
No
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c
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Da
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e 3/16" = 1'-0"
1 EXISTING SECOND FLOOR PLAN
W/
DEMO 3/16" = 1'-0"
2 EXISTING SECOND FLOOR PLAN
W/
NEW Exterior Door
Schedule Type Mark Count Width Height
Description 1 1 2' - 8" 6' - 8" ANDERSEN FWH2968, INSWING
PATIO,FULL
LIGHT Exterior Window
Schedule
Type Mark
Count Rough
Opening Type Manufacturer
Model
GlazingCommentsWidthHeight
Type A 1 2' - 2 1/8" 3' - 0 7/8" Window-Double-Hung ANDERSEN TW20210 LOW-E WINDOW GLAZING MIN 24" A.F.
F.WINDOW & DOOR
NOTES:1. MANUFACTURER IS SUBJECT TO CHANGE BY OWNER(
S). ANY CHANGES ARE TO BE
EQUIVALENT.2. MATERIALS & FINISHES TO BE DETERMINED BY OWNER(
S)MAY VARY FROM SHOWN ON
PLANS.3. GRILL PATTERNS ARE DETERMINED BY OWNER(
S)MAY VARY FROM SHOWN ON
PLANS.4. ACTIVE PANEL OPEN DIRECTION TO BE DETERMINED
BY OWNER(S) & MAY VARY FROM SHOWN ON
PLANS.5. MIN SILL HEIGHT TO BE 18". IF LESS THAN 18", GLAZING
TO BE
TEMPERED. 6. BUILDER TO VERIFY ROUGH OPENING SIZES
W/ MANUFACTURER PRIOR TO
FRAMING.7. SECOND FLOOR WINDOWS 24" MIN SILL
VINYL, WOOD, OR COMPOSITE
SIDING DETERMINED BY OWNER
TYP)
ASPHALT SHINGLES
DETERMINED BY OWNER(S)
TYP)
EXISTING (TYP)
NEW (TYP)
6.79 +/-
VINYL, WOOD, OR COMPOSITE
SIDING DETERMINED BY OWNER
TYP)
EXISTING (TYP)
NEW (TYP)
EXTERIOR ARCHITECTURAL FINISHES, DETAILING,
COLORS, & STYLES ARE TO BE DETERMINED BY
OWNER(S). SHOWN MAY BE SUBJECT TO CHANGE
TYP)
E-mail:
amastersfurnrep@gmail.com
Phone: 518-416-5379
C (18x24)
Scale
Project number
Date
Drawn by
Engineer
Paper Size
Stamp
EXPIRES 5/31/2027
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As indicated
6/
1
6
2
0
2
5
1
2
5
2
4
3
P
M
MASTERS, ANDREW
127 GEORGE STREET
SARATOGA SPRINGS, NY
12866
Elevations & 3d Views
25-03-017
06-16-25
SK
RN
ADDITION /
RENOVATION
A3
3/16" = 1'-0"
2 SIDE ELEVATION A
3/16" = 1'-0"
1 REAR ELEVATION
No
De
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Da
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1/4" = 1'-0"
3 SIDE ELEVATION B
4 3D VIEW 1 5 3D VIEW 2
T.O. Existing
Bedroom First Floor
0' -0"
T.O. New Roof
20' -6 1/8"
T.O. Existing
Basement Slab
6' -11"
T.O. Existing Grade
1' -5"
T.O. Existing Master
Suite Wall 2
16' -1"
EXISTING
BATH
EXISTING BED RM
EX
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8'
2
1
2
6'
3EXISTINGBASEMENT
TREADS & RISERS
NOT APPLICABLE TO
JOB SCOPE & NOT
SHOWN)
7'
2
7'
7
1
4
7'
1
0
6" O.H.
NEW TO MATCH
15' - 10"
EXISTING INSULATION NOT SHOWN (TYP)
NEW (TYP)
EXISTING (TYP)7'
3
5
8
DESIGN INTENT:EXISTING BATH
CEILING TO REMAIN
SOLID BLOCK ABOVE EXISTING
DOUBLE TOP PLATE / CEILING
T.O. New WIC Wall
2
16' -2"
T.O. Existing Bath
Floor
0' -1 3/4"
T.O. Existing Bath
Wall 1
7' -2 3/8"
T.O. Existing
Bedroom Wall 1
7' -8"
T.O. Existing WIC
Second Floor
8' -4"
T.O. Existing Master
Suite Floor
8' -10 1/2"
FLOOR JOISTS PER PLAN
ANY WOOD EXPOSED TO EXTERIOR ELEMENTS
IS TO BE PRESSURE TREATED, COMPOSITE,
WOOD SPECIES OF NATURAL RESISTANCE TO
DECAY, STAINED, SEALED, PAINTED, OR WRAPPED
W / VINYL OR NON CORROSIVE METAL
EXTERIOR WALL: (TYP)
2x6 STUD 16" O.C.
DOUBLE TOP PLATE
SINGLE BOTTOM PLATE (PRESSURE
TREATED IF CONTACT W / CONCRETE)
HDR=(2) 2x10 W / CRIPPLE STUDS
UNLESS NOTED DIFFERENT
HOUSE WRAP W / SEAMS
OVERLAPPED AND SEALED
SIDING PER PLAN
7/16" ZIP-IT OR EQUAL SHEATHING
OPTIONAL 1/2" GYPSUM WALLS & CEILING
WALL INSULATION R-20
FINISH MATERIALS BY OTHERS
DOUBLE TRIMMER STUDS REQUIRED FOR
OPENINGS 48" OR GREATER IN EXTERIOR
OR BEARING WALLS UNLESS NOTED
DIFFERENT
SOFFIT / FASCIA: (TYP)
2x3 NON-CORROSIVE DRIP EDGE
2x SUB FASCIA BLOCKING BETWEEN
RAFTERS OR TRUSSES PER PLAN
1x6 FASCIA / RAKE BOARD
WOOD SPECIES BY OTHERS
ALUMINUM FLASHING OVER FASCIA
BOARD OR ANY EXPOSED WOOD NOT
PRESSURE TREATED OR NATURALLY
RESISTANT TO ROT, INSECTS OR
DECAY TO BE STAINED OR SEALED
CONTINUOUS VENTED SOFFIT W /
PROPER VENT (NOT REQUIRED IF
CLOSED CELL SPRAY FOAM IS USED)
OVERHANG DISTANCES PER
ELEVATIONS & / OR SECTIONS
ROOF SYSTEM: (TYP)
MIN 30 YR ASPHALT SHINGLES OR METAL
DETERMINED BY OTHERS & INSTALLED PER
MANF. SPEC'S
CONTINUOUS RIDGE VENT (NOT REQUIRED
IF CLOSED CELL SPRAY FOAM IS USED FOR
CEILING INSULATION)
MIN 15 LB ROOFING FELT
ICE & WATER BARRIER MIN 48" FROM
EAVE, RAKE & VALLEY.
IF SLOPE IS < 4/12, ICE & WATER
BARRIER 100% ROOF COVERAGE
OR USE LOW SLOPE ROOF MATERIAL)
MIN 5/8" OSB OR SIMILAR DECKING IF 24" O.C.
RAFTER OR TRUSS SPACING
MIN 1/2" OSB OR SIMILAR DECKING IF 16" O.C.
RAFTER OR TRUSS SPACING
RAFTERS, TRUSSES, PITCHES PER PLAN
W / HURRICANE TIE H2.5 OR SIMILAR
PROPER VENT PER SOFFIT / FASCIA NOTE
CEILING INSULATION R-381/2" GYPSUM WALLS
CEILING (TYP)
3/4" ADVANTECK T&G SUBFLOOR
OR EQUAL. GLUED & SCREWED
DOWN. NO O.S.B. FINISHED
FLOORING DETERMINED BY
OTHERS (TYP)
RAFTER TO WALL CONNECTION:
HURRICANE TIE H2.5 OR SIMILAR (TYP)
CONTINUOUS RIDGE VENT
PERIMETER FLOOR
INSULATION: R-30 (TYP)
NON-CORROSIVE FLASHING
WHERE ROOF MEETS WALL (TYP)
RAFTERS & CEILING JOISTS
PER PLAN
RIDGE BEAM PER PLAN
E-mail:
amastersfurnrep@gmail.com
Phone: 518-416-5379
C (18x24)
Scale
Project number
Date
Drawn by
Engineer
Paper Size
Stamp
EXPIRES 5/31/2027
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1/4" = 1'-0"
6/
1
6
2
0
2
5
1
2
5
2
4
3
P
M
MASTERS, ANDREW
127 GEORGE STREET
SARATOGA SPRINGS, NY
12866
Building Section
25-03-017
06-16-25
SK
RN
ADDITION /
RENOVATION
A4
No
De
s
c
r
i
p
t
i
o
n
Da
t
e
1/4" = 1'-0"
1 Section 1
T.O. New Roof
20' -6 1/8"
T.O. Existing
Basement Slab
6' -11"
T.O. Existing Grade
1' -5"
6" O.H.
6" O.H.
3'
0
7' - 0"
EXISTING ROOF
EXISTING
BATH
EXISTING
CRAWL SPACE
UNKNOWN
CEILING HGT
NEW WIC
42"+/-
PREVIOUS EXTENT
OF EXISTING ROOF /
FASCIA / SOFFIT
NEW ROOF / FASCIA / SOFFIT
TO ALIGN & MATCH EXISTING.
SISTER NEW ROOF RAFTERS
TO EXISTING ROOF RAFTERS
OVERLAP 24" MIN
7'
3
5
8
7'
1
0
DESIGN INTENT:
EXTENSION OF EXISTING
SHED ROOF & NEW ROOF
PEAK TO MEET AT SAME
ELEVATION
SOLID BLOCK ABOVE EXISTING DOUBLE
TOP PLATE / CEILING
DESIGN INTENT:EXISTING
BATH CEILING TO REMAIN
SOLID BLOCKING BELOW
WALL ABOVE (TYP)
DECK FLOOR CONSTRUCTION
PER PLAN
NON-CORROSIVE FLASHING
WHERE DECK MEETS WALL
6.79
NEW ROOF SLOPE REQUIRED
TO FACILITATE DESIGN INTENT.
BUILDER TO VERIFY
NON-CORROSIVE FLASHING
WHERE ROOF MEETS WALL
TYP)
EXISTING INSULATION NOT SHOWN (TYP)
T.O. New WIC Wall
2
16' -2"
T.O. Existing Bath
Floor
0' -1 3/4"
T.O. Existing Bath
Wall 1
7' -2 3/8"
T.O. Existing WIC
Second Floor
8' -4"NEW TO MATCH
NON-CORROSIVE FLASHING
WHERE ROOF MEETS WALL
TYP)
KICK OUT FLASHING. ENSURE
T.O. NEW ROOF IS BELOW
B.O. EXISTING ROOF SOFFIT &
DOES NOT EXTEND TO OR
CONNECT
CRICKET: 7/12 PITCH
FROM EXISTING WALL
TO FACE OF EXISTING
FASCIA. NON-CORROSIVE
FLASHING WHERE MEETS
EXISTING WALL & SOFFIT
CONTINUOUS RIDGE VENT
BEAM PER PLAN
1" PROPER VENT AS REQUIRED.
DO NOT COMPRESS INSULATION
FLOOR JOISTS PER PLAN
RAFTER TO BEAM CONNECTION:
HURRICANE TIE H2.5 OR SIMILAR (TYP)
PERIMETER FLOOR
INSULATION: R-30 (TYP)
RAFTERS & CEILING JOISTS
PER PLAN
REFER TO PREVIOUS SECTION FOR SIMILAR DETAILS
1/2" BEAD BOARD OR
DETERMINED BY OWNER(S)
FLOOR JOIST TO SOLID BLOCKING WALL
CONNECTION: HURRICANE TIE H2.5 OR
SIMILAR (TYP)
SIMPSON STRONG-TIE LSTA30 STRAPS
OVER SOLID BLOCKING @ DOWN
EXISTING WALL STUDS MAX 32" O.C.
SIMPSON STRONG-TIE SLOPEABLE
HANGER: LRU212Z OR SIMILAR
RIDGE BEAM PER PLAN
E-mail:
amastersfurnrep@gmail.com
Phone: 518-416-5379
C (18x24)
Scale
Project number
Date
Drawn by
Engineer
Paper Size
Stamp
EXPIRES 5/31/2027
CO
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D
1/4" = 1'-0"
6/
1
6
2
0
2
5
1
2
5
2
4
3
P
M
MASTERS, ANDREW
127 GEORGE STREET
SARATOGA SPRINGS, NY
12866
Building Section
25-03-017
06-16-25
SK
RN
ADDITION /
RENOVATION
A5
No
De
s
c
r
i
p
t
i
o
n
Da
t
e
1/4" = 1'-0"1 Section 2