HomeMy WebLinkAbout20231041 153 Van Dam Exterior Modifications Plans (4)153 Van Dam Street
Home Renovation
City of Saratoga Springs
Sarartoga County, State of New York
March 13, 2025
PREPARED FOR:
ARCHITECTURE AND DESIGN:
Erin and Fabio Maciel
153 Van Dam Street
Saratoga Springs, NY 12866
Urban Landscape Studio
Landscape Architecture PLLC
153 Van Dam Street Saratoga Springs, New York 12286
Phone: 347.541.0281
Contact: Erin Maciel, RLA, ASLA
www.uls-ny.com
KEY MAP:
DRAWING LIST
A000 COVER SHEET
L100 SITE PLAN + ZONING ANALYSIS
A001 EXISTING PHOTOS
A002 DEMOLITION PLANS
A003 DEMOLITION ELEVATIONS
A101 FIRST FLOOR PLAN
A102 SECOND FLOOR AND ROOF PLANS
A103 STRUCTURAL PLANS
A104 EXTERIOR ELEVATIONS
A105 BUILDING SECTIONS
GENERAL NOTES
1.ALL CONSTRUCTION TO COMPLY WITH THE 2020
RESIDENTIAL CODE OF NEW YORK STATE (RCNYS).
THE 2020 ENERGY CONSERVATION CODE OF NEW
YORK STATE (ECCNYS), AND ALL APPLICABLE
LAWS, STATUTES, AND ALL LOCAL RULES AND
REGULATIONS.
2.THE BUILDER IS SOLELY RESPONSIBLE TO COMPLY
WITH ALL LAWS, RULES, ORDINANCES, AND
ORDERS OF ANY PUBLIC AUTHORITY BEARING ON
THE PERFORMANCE OF THE WORK.
3.THE BUILDER IS SOLELY RESPONSIBLE FOR ALL
CONSTRUCTION MEANS, METHODS, TECHNIQUES,
SEQUENCES, AND PROCEDURES FOR
COORDINATING ALL PORTIONS OF THE WORK.
4.THE PROFESSIONAL SERVICES OF THE ARCHITECT
DO NOT EXTEND TO OR INCLUDE THE DESIGN,
REVIEW OR ENGINEERING OF ANY PORTION OF THE:
a.BUILDING SITE
b.BUIDLING OR SITE MECHANICAL SYSTEMS
c.SITE OBSERVATION OF THE CONTRACTORS
WORK OR PERFORMANCE.
THUS, THE ENGINEER IS NOT RESPONSIBLE AND IS
TO BE HELD HARMLESS BY ALL PARTIES FROM ANY
CLAIM OR SUIT WHATSOEVER, INCLUDING ALL
PAYMENTS OR COSTS INVOLVED ARISING FROM OR
ALLEGED TO HAVE ARISEN FROM WORK OUTSIDE
OF THE ENGINEERS SCOPE OF WORK.
5.IT IS THE BUILDERS RESPONSIBILITY TO REVIEW
ALL DRAWINGS, DIMENSIONING, AND DETAILING
AND TO ASSESS AND VERIFY MEASUREMENTS OF
EXISTING CONDITIONS PRIOR TO CONSTRUCTION.
NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR
TO START OF WORK.
6.DRAWINGS NOT TO BE SCALED FOR FIELD WORK
PURPOSES.
7.ALL DIMENSIONS SHOWN ARE TO FACE OF
STRUCTURAL MEMBER UNLESS OTHERWISE
NOTED.
8.WHERE THE TERM 'TYPICAL' IS USED ON THE
DRAWINGS, THE ITEM/DETAIL IS TO BE
USED/APPLIED AT ALL PRACTICAL INSTANCES
THROUGHOUT THE PROJECT.
9.ALL WINDOWS INTENDED FOR EMERGENCY EGRESS
SHALL HAVE A MAX SILL HEIGHT OF 42'' OFF
FINISHED FLOOR.
10.STAIRS 8-1/4'' MAX RISE, 9'' MINIMUM RUN, ¾'' TO
1-1/4'' NOSING, 27'' MIN BETWEEN HANDRAILS,
STAIR RAILINGS TO BE 34'' TO 36'' ABOVE FINISH
FLOOR, 6-8'' MIN VERTICAL HEADROOM AT STAIRS.
PROVIDE LIGHT IN STAIRCASE. PROVIDE HANDRAIL
ON ONE SIDE OF STAIRS.
11.GUARDS SHALL BE PROVIDED WHEN ANY
WALKING SURFACE, STAIR, LANDING, OR RAMP IS
LOCATED MORE THAN 30'' FROM GRADE. HEIGHT
OF GUARDSTO BE 36'' MIN, , WITH THE EXCEPTION
OF A 34'' MIN. HEIGHT AT SLOPED RAILS.
REQUIRED GUARDS SHALL NOT HAVE AN OPENING
GREATER THAN THAT TO ALLOW A 4'' SHPERE TO
PASS.
12.ALL GARAGE WALLS AND CEILINGS TO BE
COVERED WITH 5/8'' TYPE 'X' GYP BOARD.
13.DOORS FROM GARAGE TO LIVING AREA SHALL BE
METAL INSULATED 45 MIN. ''C'' LABEL ASSEMBLY
WITH SELF CLOSURE.
14.FIRE STOPPING SHALL BE PROVIDED AS PER THE
RCNYS, NO MORE THAN 10'-0'' O.C. VERTICALLY.
15.ALL FRAMING LUMBER TO BE SPF #2 OR BETTER
(Fb= 775PSI).
16.ALL STL HARDWARE AND FASTERNERS IN
CONTACT WITH MASONRY OR PRESSURE TREATED
LUMBER TO HAVE MFR. APPLIED G-185 SINC
GALVANIZED (MIN.) COATING OR APPROVED EQUAL.
17.ALL HEADERS TO BE (2) 2X10'S ON EXTERIOR
WALLS AND 2X4 CRIBBED HDR. ON INTERIOR
WALLS UNLESS OTHERWISE NOTED.
18.ALL HEADERS IN BEARING WALLS ON OPENINGS
5'-0'' OR GREATER SHALL BE SUPPORTED ON EACH
SIDE BY A MINIMUM OF TWO (2) STUDS THE SIZE OF
THE ADJACENT BEARING WALL (USE SINGLE STUDS
FOR OPENINGS UNDER 5'-0'')
19.PROVIDE DOUBLE FRAMING AROUND ALL OPENINGS
AND DOUBLE JOISTS UNDER ALL PARALLEL
PARTITIONS ABOVE WHICH EXCEED 8'-0'' IN HEIGHT
(EXCEPTION: DO NO USE DOUBLE JOISTS UNDER
PLUMBING WALLS).
20.PROVIDE DIRECT OUTSIDE COMBUSTION AIR FOR
FIREPLACES IN ACCORDANCE WITH THE ECCNYS,
PROVIDE GLASS FIREPLACE DOORS.
21.NO DEVICE INSTALLED IN A FIREPLACE THAT USES A
GASEOUS FUEL FOR IT S OPERATION SHALL BE
EQUIPPED WITH A CONTINUOUSLY OPERATED
STANDING PILOT LIGHT.
22.CHIMNEY TO BE 24" ABOVE AN STRUCTURE WITHIN
10'-0'' RADIUS AND 36'' ABOVE THE ROOF
PENETRATION.
23.BUILDING TO BE CONSTRUCTED AND INSULATED IN
COMPLIANCE WITH ECCNYS ''U''. ''R'' AND
INFILTRATION VALUES FOR ALL DOORS AND
WINDOWS.
24.INSULATION SHALL BE INSTALLED IN A MANNER
THAT PROVIDES CONTINUITY OF INSULATION AT PLATE
LINES, SILL LINES, BAND JOISTS AND CORNERS.
25.ALL JOINTS AND OPENINGS IN THE BUILDING
ENVELOPE SYSTEM, INCLUDING THOSE AROUND
WINDOWS AND DOOR FRAMES, BETWEEN WALLS AND
ROOF/CEILINGS, BETWEEN WALLS AND FLOORS AND
FOUNDATIONS, BETWEEN WALL PANELS, AT UTILITY
SERVICE PENETRATIONS AND BETWEEN DISSIMILAR
MATERIALS SHALL BE CAULKED, GASKETED,
WEATHER STRIPPED, OR OTHERWISE SEALED.
26.ALL BUILDING ENVELOPE ELEMENTS THAT CONTAIN
MATERIALS WHICH ARE CAPABLE OF ABSORBING OR
TAKING UP AND HOLDING MOISTURE SHALL BE
PROTECTED BY A VAPOR BARRIER LOCATED ON THE
WARM SIDE OF THE INSULATION.
27.AIR INFILTRATION BARRIERS SHALL BE INSTALLED
WHETHER A VENTILATED SIDING MATERIAL IS
INSTALLED OR THE SIDING TECHNIQUE NECESSITATES
A LOOSE FITTING APPLICATION.
28.ELEMENTS OF BUILDING MECHANICAL SYSTEMS
SHOWN ARE FOR PLACEMENT ONLY.
29.ALL PLUMBING TO BE INSTALLED IN ACCORDANCE
WITH RCNYS APPLICABLE TO PLUMBING AND THE N.Y.
STATE HEALTH DEPARTMENT REQUIREMENTS.
30.ALL ELECTRICAL AND INSTALLED IN CONFORMITY
WITH ANSI NATIONAL ELECTRICAL CODE AND SHALL
MEET ALL LOCAL CODES.
31.ALL LIGHTING, WIRING, AND DEVICES SHALL BE UL
RATED LISTED AND COMPLY WITH THE NEC
INCLUDING GROUND FAULT PROTECTION FOR ALL
DAMP AND EXTERIOR LOCATIONS.
32.ELECTRICAL SWITCHES TO BE BLOCKED AWAY FROM
DOOR TO ACCOMMODATE 3-1/2'' TRIM.
33.SMOKE DETECTORS SHALL BE INSTALLED IN EACH
SLEEPING SPACE, OUTSIDE EACH SLEEPING AREA,
AND AT EACH FLOOR. ALL SMOKE DETECTORS TO BE
HARDWIRED AND PERMANENT AND EQUIPPED WITH A
BATTERY BACKUP.
34.CARBON MONOXIDE DETECTORS SHALL BE LISTED
AND LABELED AS COMPLYING WITH UL 2004-2002
(SINGLE AND MULTIPLE STATION CARBON MONOXIDE
ALARMS)
35.SUBMIT SHOP DRAWINGS OF ALL ENGINEERED
FLOOR/ROOF SYSTEMS TO ARCHITECT PRIOR TO
FABRICATION.
36.PROVIDE BRIDGING EVERY MIN 8'-0" O.C. BETWEEN
JOISTS, UNLESS OTHERWISE NOTED.
37.HABITABLE ROOMS SHALL HAVE A MINIMUM CEILING
HEIGHT OF 7'-0", MEASURED FROM THE FINISHED
FLOOR.
FOUNDATION NOTES
1.DIMENSIONS SHOWN ARE TO FACE OF CONCRETE
WALL.
2.FOUNDATION LAYOUT TO BE VERFIED BY LICENSED
PROFESSIONAL LAND SURVEYOR.
3.ALL CONCRETE SHALLBE 3,000 P.S.I. AT 28 DAYS,
UNLESS OTHERWISE NOTES.
4.ALL INTERIOR CONCRETE SLABS ON GRADE TO BE A
MINIM OF 4'' THICK AND 2500 PSI WITH A MIN. 4 MIL
VAPOR BARRIER. PLACEMENT OF EXPANSION
CONTROL JOINTS AS PER ACJ MANUAL OF PRACTICE,
LATEST EDITION.
5.GARAGE, PORCH, CARPORT AND EXTERIOR SLABS
AND STEPS TO BE A MIN OF 4'' THICK 3500 PSI MAX ,
6.PROVIDE (2) #5 BARS (MIN.) EACH SIDE OF ANY
OPENING IN WALL 12'' OR GREATER UNLESS
OTHERWISE NOTED.
7.FILL ALL COLUMNS, BEAMS, AND PICKETS NEAT WITH
NON-SHRINK GROUT AFTER COLUMN BEAM HAS HAD
FINAL SET.
8.ALL OPENINGS NOT SHOWN OR SCHEDULED SHALL
HAVE STEEL LINTELS AS FOLLOWS:
a.0-24'' (1) L4X4X1/4''
b.24-60'' (2) L4X4X3/4''
c.60'' AND UP NOT PERMITTED
ALL LINTELS SHALL HAVE MIN BEARING OF 8'' EACH
SIDE. SEE NOTE 10 ABOVE.
9. ALL REINFORCEMENT SHALL HAVE A MINIMUM
CLEAR COVER PER ACI 318-14 AND 332-14.
10. SPLICES IN REINFORCEMENT BARS NOT SHOWN
SHALL HAVE A MINIMUM LAP OF 30 BAR DIAMETERS
AND BE TIED NEAT WITH TIE WIRE AT 12'' O.C.
ENERGY CODE NOTES
NYS ENERGY CONSERVATION CONSTRUCTION CODE
MINIMUM COMPONENT VALUES
CEILING R-VALUE 49 (L)
WOOD FRAME WALL R-VALUE 20 TO 13+6
MASS WALL R-VALUE (I) 13/17
FLOOR R-VALUE 30 (G)
BASEMENT WALL R-VALUE (C)15/19
SLAB R-VALUE D. DEPTH 10, 2 FT.
CRAWLSPACE WALL R-VALUE (C) 15/19
FENESTRATION U-FACTOR (B)0.32
SKYLIGHT U-FACTOR (B)0.55
GLAZED FENESTRATION SHGC (B.E) NR
1.R- VALUES ARE MINIMUMS U-FACTORS AND SHGC
ARE MAXIMUMS R-19
2.THE FENESTRATION U-FACTOR COLUMN EXCLUDES
SKYLIGHTS THE SHGC COLUMN APPLIES TO ALL
GLAZED FENESTRATION
3.HEATING AND COOLING SYSTEMS TO BE SIZED BASED
ON BUILDING LOADS CALCULATED IN ACCORDANCE
WITH ACCA MANUAL.
A.R-38 SHALL BE DEEMED TO SATISFY THE
REQUIREMENT OF R-49 WHEN THE FULL HEIGHT OF
THE UNCOMPRESSED R 38 EXTENDS OVER THE WALL
TOP PLATE AT EAVES (R402.2.1)
B.CEILINGS DIRECT APPLIED TO ROOF RAFTERS MAY BE
INSULATED WITH R-30 MIN. THIS REDUCTION IN
INSULATION VALUE SHALL BE LIMITED TO 500 SQ
FEET OR 20% OF THE TOTAL INSULATED CEILING.
WHICHEVER IS LESS.
DESIGN LOADS
ASSUMED SUBSTRATE CAPACITY 2000 PSF
BACKFILL 130 PCF
LOAD LIVE DEAD TOTAL
LOWER LEVEL 40 50 90 PSF
TABLE R301.5
FLOORS 40 10 50 PSF
TABLE R301.5
CEILINGS 10 10 PSF
TABLE R301.5
ROOF (SNOW)*50 10 60 PSF
TABLE R301.2(5)
WIND 115 MPH
FIGURE R301.2(4)A
DEFLECTION LIMITS
SPAN < 12'-0''12'-0'' TO 20'-0''> 20'-0''
LL TL LL TL LL TL
FLOOR JOISTS
L/480 L/360 L/500 L/480 L/720 L/600
FLOOR BEAMS
L/360 L/240 L/360 L/240 L/480 L/360
CEILING JOISTS
L/360 L/240 L/480 L/360 L/800 L/480
ROOF RAFTERS
L/360 L/240 L/360 L/240 L/480 L/360
ROOF BEAMS
L/360 L/240 L/360 L/240 L/480 L/360
NOTE L = CLEAR SPAN OF MEMBER PLUS ½ BEARING
EACH SIDE A
North Street Architecture, PLLC
100 North Street Saratoga Springs, New York 12286
Phone: 267.254.7505
Contact: Erin Conklin, RA, NCARB, LEED AP
www.northstreetarch.com
28''
8'-03
4"'7'-01
2"'
67'-111
4"'
1'
-
2
3 4"
28'-11
2"'
23'-2"'
33
'
-
5
1 2"'
54'-81
2"'
EXISTING WOOD
DECK
TO REMAIN
EXISTING TO REMAIN
OUTSIDE OF WORK AREA
WOOD FRAME ADDITION
OVER CRAWL SPACE
EXISTING ASPHALT
TO REMAIN
EXISTING WALKWAY
TO REMAIN EX
I
S
T
I
N
G
P
O
R
C
H
T
O
R
E
M
A
I
N
4'
-
1
0
1 4"
134"
EXISTING FENCE
LIMIT OF WORK AREA
VA
N
D
A
M
S
T
R
E
E
T
EXISTING SHED TO
REMAIN
11
'
-
1
1
3 4"
21'-21
4"30'-91
4"
113'-23
4"
45
'
-
8
1 4"
150'-41
2"
68
'
-
0
1 2"
01
L001
PROPOSED SITE PLAN
SCALE 1'' = 40'03N
CLIENT
PROJECT
L001
ANALYSIS
ZONING
SITE PLAN +
FABIO AND ERIN MACIEL
SARATOGA SPRINGS, NY
153 VAN DAM STREET
MACIEL RESIDENCE
ZONING ANALYSIS
ZONING DISTRICT: UR-3
LOT SIZE: 10,228 SF
SEE DRB NOD FOR MORE INFORMATION
MAXIMUM COVERAGE
ALLOWED EXISTING PROPOSED
PRINCIPAL BUILDING 30%13.2%
1,350 SF
15.2%
1,563 SF
ACCESSORY STRUCTURES 10%
MAXIMUM IMPERMIABLE
COVERAGE
70%32.1%
3,290 SF
32.5%
3,327 SF
MINIMUM YARD SETBACKS
ALLOWED EXISTING PROPOSED
PRINCIPAL BUILDING
FRONT 10'27.4'EXISTING TO
REMAIN
REAR 25'68'EXISTING TO
REMAIN
EACH SIDE
4'0'/34.5'
*EXISTING
NON-CONFORMING
EXISTING TO
REMAIN/33.5'
TOTAL SIDE 12'34.5'33.5'
ACCESSORY BUILDING
FRONT 10'113.25'113.25'
REAR 5'21.25'21.25'
EACH SIDE 5'45.75'/12'45.75'/12'
TOTAL SIDE 5'57.75'57.75'
40
'
-
1
1
1 4"
02
FRONT FACADE- LOOKING NORTH WESTERN FACADE- LOOKING NORTH FRONT PORCH- LOOKING EAST FRONT AND EASTERN FACADE- LOOKING NORTH WEST
EASTERN FACADE- LOOKING NORTH EASTERN FACADE- LOOKING WEST EASTERN FACADE- LOOKING SOUTHWEST
CLIENT
PROJECT
A001
EXISTING PHOTOS
FABIO AND ERIN MACIEL
APRIL 13, 2025
SARATOGA SPRINGS, NY
153 VAN DAM STREET
MACIEL RESIDENCE
COMPLETELY REMOVE
FLOORING, FRAMING,
REMAINING ELECTRICAL AND
PLUMBING
COMPLETELY REMOVE
WALL, WINDOWS, TRIM 3
A003
1
A0
0
3
2
A003
EXISTING TO REMAIN EXISTING DECK
TO REMAIN
EXISTING TO REMAIN TO BE DEMOLISHED
REMOVE EXISTING ROOFING,
STRUCTURAL ROOF FRAMING,
TRIM, ETC.
REMOVE SECOND FLOOR EXTERIOR WALL
REMOVE WINDOW
3
A003
2
A0
0
3
1
A003
EXISTING TO REMAINTO BE DEMOLISHED
CUT OPENINGS FOR NEW WINDOWS
EXISTING TO REMAIN
COMPLETELY REMOVE
ROOFING, FRAMING, TRIM,
ETC. TO PREPARE FOR NEW
ROOF
ROOF BELOW TO REMAIN
ROOF TO REMAIN
ROOF BELOW
TO REMAIN
ROOF BELOW, SEE SECOND
FLOOR DEMO PLAN
3
A003
2
A1
0
5
1
A003
REMOVE FOUNDATION WALL, FOOTING, AND ALL DEBRIS
4'
-
9
12"
3
A003
2
A0
0
3
A1
0
5
1
A003
EXISTING FOUNDATION
TO REMAIN
FOUNDATION TO BE
DEMOLISHED
EXISTING FOUNDATION
TO REMAIN
03
A002
FOUNDATION DEMOLITION PLAN
SCALE 3/16'' = 1'-0"
04N
CLIENT
PROJECT
A002
DEMOLITION PLANS
FABIO AND ERIN MACIEL
APRIL 13, 2025
SARATOGA SPRINGS, NY
153 VAN DAM STREET
MACIEL RESIDENCE
01
A002
FIRST FLOOR DEMOLITION PLAN
SCALE 3/16'' = 1'-0"
04
A002
SECOND FLOOR DEMOLITION PLAN
SCALE 3/16'' = 1'-0"
02
A002
ROOF DEMOLITION PLAN
SCALE 3/16'' = 1'-0"
Arch. Giuseppe Conte
EXIST. GRADE
Arch. Giuseppe Conte
Arch. Giuseppe Conte
Arch. Giuseppe Conte
Arch. Giuseppe Conte
Arch. Giuseppe Conte
Arch. Giuseppe Conte
Arch. Giuseppe Conte
Arch. Giuseppe Conte
0'-0"
EXIST FIRST SUBFLOOR
9'-3"
EXIST SECOND
SUBFLOOR
17'-7 1
4 "
9'
-
3
"
8'
-
4
1 4"
TOP PLATE
STRUCTURE TO BE
DEMOLISHED, SEE
PLANS
Arch. Giuseppe Conte
Arch. Giuseppe Conte
GRADE
0'-0"
EXIST FIRST SUBFLOOR
9'-3"
EXIST SECOND SUBFLOOR
17'-7 1
4 "
9'
-
3
"
8'
-
4
1 4"
TOP PLATE-REAR
AREA TO BE DEMOLISHED, SEE PLANS
Arch. Giuseppe Conte
Arch. Giuseppe Conte
0'-0"
EXIST FIRST SUBFLOOR
9'-3"
EXIST SECOND
SUBFLOOR
17'-7 1
4 "
18'-10 3
4 "
9'
-
3
"
8'
-
4
1 4"
9'
-
8
"
TOP PLATE-REAR
TOP PLATE-FRONT
ROOF TO BE DEMOLISHED, SEE PLANS
SIDING TO BE REMOVED
WINDOW TO BE REMOVED, CREATE
OPENING FOR NEW WINDOW, SEE NEW
WORK PLANS
09
CLIENT
PROJECT
A003
EXISTING ELEVATIONS
FABIO AND ERIN MACIEL
APRIL 13, 2025
SARATOGA SPRINGS, NY
153 VAN DAM STREET
MACIEL RESIDENCE
A003
SOUTH DEMOLITION ELEVATION
SCALE 1/4'' = 1'-0"
02
A003
EAST DEMOLITION ELEVATION
SCALE 1/4'' = 1'-0"
03
A003
WEST DEMOLITION ELEVATION
SCALE 1/4'' = 1'-0"
01
4'-1012"11
"
BEDROOMENTRYWAY
8'
-
0
3 4"
28'-0"
7'
-
0
1 2"
4'-81
4"6'-21
2"6'-21
2"4'-81
4"
4'
-
0
1 2"
3'
-
0
1 4"
5'
-
1
0
"
2'
-
1
1
"
2'
-
1
1
"
6'-11
2"
10
'
-
8
1 4"
8'-81
4"
3'
-
4
1 4"
12
'
-
4
1 4"
2'-63
4"4'-21
2"
2'-83
4"
7'-43
4"
4'
-
0
1 4"
4'
-
0
1 2"
EXISTING
DINING
EXISTING
KITCHEN
CL
STAIRS
TO
BASEMENT
BATH
EXISTING
LIVING EXISTING
DECK
101 102
104100
A
C
B
SMOKE
SMOKE+CM
CONCRETE STOOP
3
A104
2
A1
0
4
1
A104
4
A105
4
A105
3
A1
0
5
3
A1
0
6
6'-21
2"
103
BEDROOM
RENOVATION + ADDITION EXISTING TO REMAIN
EXISTING TO REMAIN
06N
CLIENT
PROJECT
A101
FIRST FLOOR PLAN
FABIO AND ERIN MACIEL
APRIL 13, 2025
SARATOGA SPRINGS, NY 12866
153 VAN DAM STREET
MACIEL RESIDENCE
01
A101
FIRST FLOOR PLAN
SCALE 1/4'' = 1'-0"
DOOR SCHEDULE
DOOR MARK ROOM MODEL PANEL SIZE TYPE NOTES
A ENTRYWAY HPI 3083 3'-0'' X 7'- 0''INSWING DOOR BY ANDERSON- E-SERIES EXTERIOR
LOW-E SAFETY GLAZING
B BEDROOM 3'-0" X 6'-8"HOLLOW CORE SWING DOOR
C BEDROOM (2) 2'-3" X 6'-8"PAIR - HOLLOW CORE SWING DOOR
WINDOW SCHEDULE
EGRESS
WINDOW NUMBER ROOM MODEL ROUGH OPENING TYPE LIGHT (SF)VENT (SF)AREA (SF)WIDTH HEIGHT SAFETY GLAZING FALL
PROTECTION
FIRST FLOOR
100 ENTRYWAY 3050 3'-0" X 5'-0"SINGLE-HUNG 10.38 5.79 5.79 32"26 1/16"NO NO
101 BEDROOM 3050 3'-0" X 5'-0"SINGLE-HUNG 20.76 11.57 5.79 32"26 1/16"NO NO
102 BEDROOM 3050 3'-0" X 5'-0"SINGLE-HUNG 10.38 5.79 5.79 32"26 1/16"NO NO
103 LIVING ROOM 3050 3'-0" X 5'-0"SINGLE-HUNG 10.38 5.79 5.79 32"26 1/16"NO NO
104 LIVING ROOM 3050 3'-0" X 5'-0"SINGLE-HUNG 10.38 5.79 5.79 32"26 1/16"NO NO
SECOND FLOOR
200 LIBRARY 3050 3'-0" X 5'-0"SINGLE-HUNG 10.38 5.79 5.79 32"26 1/16"NO YES
201 LIBRARY 3050 3'-0" X 5'-0"SINGLE-HUNG 10.38 5.79 5.79 32"26 1/16"NO YES
202 LIBRARY 3050 3'-0" X 5'-0"SINGLE-HUNG 10.38 5.79 5.79 32"26 1/16"NO YES
203 LIBRARY 3050 3'-0" X 5'-0"SINGLE-HUNG 10.38 5.79 5.79 32"26 1/16"NO YES
204 LIBRARY 3050 3'-0" X 5'-0"SINGLE-HUNG 10.38 5.79 5.79 32"26 1/16"NO YES
205 LIBRARY 3050 3'-0" X 5'-0"SINGLE-HUNG 10.38 5.79 5.79 32"26 1/16"NO YES
206 BATHROOM 2650 2'-6" X 5'-0"SINGLE-HUNG 8.25 4.70 1.52 20"11 1/16"NO YES
207 KITCHEN 2650 2'-6" X 5'-0"SINGLE-HUNG 8.25 4.70 N/A N/A N/A N/A N/A
208 KITCHEN 2650 2'-6" X 5'-0"SINGLE-HUNG 8.25 4.70 N/A N/A N/A N/A N/A
209 ROOF GABLE 2020 1'-6" X 2'-6"SINGLE-HUNG 1.65 1.07 N/A N/A N/A N/A N/A
210 ROOF GABLE 2,020 1'-6" X 2'-6"SINGLE-HUNG 1.65 1.07 N/A N/A N/A N/A N/A
ALL WINDOWS TO BE ANDERSEN 100 WITH LOW-E GLAZING U-FACTOR: 0.30; SHGC: 0.28
LIGHT AND VENT SCHEDULE
EMERGENCY EGRESS
FLOOR ROOM NAME ROOM AREA (SQ
FT)
REQUIRED
NATURAL LIGHT
(SQ FT) (8%)
ACTUAL
NATURAL LIGHT
(SQ FT)
REQUIRED VENT
(SQ FT) (4%)
ACTUAL VENT (SQ
FT)
REQUIRED AREA
(SQ FT)
ACTUAL AREA
(SQ FT)
REQUIRED MIN.
WIDTH ACTUAL WIDTH REQUIRED MIN.
HEIGHT ACTUAL HEIGHT
1 BEDROOM 159 12.72 21.32 6.36 11.57 5.70 5.79 20"32"24"26 1/16"
1 ENTRY 83 6.64 10.38 3.32 5.79 ------------
2 LIBRARY 297 23.76 62.28 11.88 34.74 5.70 5.79 20"32"24"26 1/16"
206
28'-0"
0"
4'-8"
4'-81
4"6'-21
2"4'-81
4"
4'
-
0
1 2"
3'
-
0
1 4"
200
201 202 204
205
LIBRARY
EXISTING BATH
OPEN TO KITCHEN
BELOW
EXISTING
BEDROOM
EXISTING CL
EXISTING
STAIRS
EXISTING
BEDROOM
EXISTING
BEDROOM
EXISTING ROOF
BELOW
EXISTING PORCH
ROOF BELOW 10" DOWN
(EXIST)2 STEPS
DOWN (EXIST)
4" DOWN
(EXIST)
14" DOWN
2- 7" RISERS
11
"
3
A104
2
A1
0
4
1
A104
4
A105
4
A105
4
A1
0
5
3
A1
0
5
LOCATION OF
COLUMN BELOW
207208
SMOKE
6'-21
2"6'-21
2"203
18" DOWN
3- 6" RISERS
11
"
8'
-
0
3 4"
4'
-
0
1 2"
4'
-
0
1 4"
RENOVATION + ADDITION EXISTING TO REMAIN
SMOKE+CM
SMOKE
SMOKE
SMOKE
SMOKE+CM
EX
I
S
T
6
:
1
2
VE
R
I
F
Y
I
N
F
I
E
L
D
EX
I
S
T
6
:
1
2
VE
R
I
F
Y
I
N
F
I
E
L
D
EXISTING
LOWER ROOF
EX
I
S
T
I
N
G
LO
W
E
R
R
O
O
F
+/
-
6:
1
2
MA
T
C
H
E
X
I
S
T
I
N
G
+/
-
6:
1
2
MA
T
C
H
E
X
I
S
T
I
N
G
5:126:12
9.5 (VIF):12
CONTINUOUS RIDGE VENT, TYP
36" ICE AND
WATER SHIELD
AT VALLEY, TYP
ICE AND WATER SHIELD
TO EXTEND 24" MIN
FROM INSIDE FACE OF
EXTERIOR WALL, TYP
EXTERIOR FACE OF
WALL BELOW
3
A104
2
A1
0
4
1
A104
4
A105
4
A105
3
A1
0
5
2
A1
0
5
9.5 (VIF):12
9.5 (VIF):12
08N02
A102
SECOND FLOOR PLAN
SCALE 1/4'' = 1'-0"
CLIENT
PROJECT
A102
ROOF PLANS
SECOND FLOOR +
FABIO AND ERIN MACIEL
APRIL 13, 2025
SARATOGA SPRINGS, NY
153 VAN DAM STREET
MACIEL RESIDENCE
SEE A101 FOR VENT &
LIGHT, WINDOW, AND
EXTERIOR FINISHES
SCHEDULES
01
A102
ROOF PLAN
SCALE 1/4'' = 1'-0"
WOOD COLUMN, TYP OF 3
2X8 WOOD BLOCKING
TO TRANSFER LOAD
TO METAL COLUMN BELOW
8'-3"
15'-8"
METAL COLUMN BELOW
2X
1
0
J
O
I
S
T
S
@
1
6
"
O
.
C
.
2X
1
0
J
O
I
S
T
S
@
1
6
"
O
.
C
.
2X10 LEDGER
ATTACHED TO
EXISTING FRAMING
EXISTING COLUMN TO REMAIN
28'-0"
8'
-
0
3 4"
2
A106
2
A106
2
A1
0
6
2
A1
0
6
11
'
-
0
"
(3
)
1
3 4"
X
1
1
-
1
/
4
"
M
L
B
E
A
M
SIMPSON
STRONG TIE
2X10 JOIST
HANGERS, TYP.
WOOD COLUMN,
2X8 WOOD BLOCKING
TO TRANSFER LOAD
TO FOUNDATION WALL
INTERFACE WITH EXISTING MASONRY FOUNDATION
DRILL AND GROUT #5 BARS @12" O.C.
VERTICAL WITH 4'' EMBEDMENT. INTERFACE
WITH NEW FOOTING TO HAVE A MIN.
(2) 04 X 12'' DOWELS AT 4'' MIN. EMBEDMENT (TYP.).
NEW CRAWLSPACE
3'' CONCRETE SLAB OVER
4 ML POLY VAPOR RETARDER
7'
-
0
1 2"
8" THICK CONCRETE FROST WALL (TYP.)
8"X16" CONCRETE FOOTING
REINFORCED WITH (2) #4 BARS
B.O. FOOTING TO BE MIN. 4'-0" BELOW
ADJACENT FINISHED GRADE
28'-0"
2'-0"
8"
11
'
-
0
"
EXISTING MASONRY
FOUNDATION WALL
EXISTING MASONRY
FOUNDATION WALL
INTERFACE WITH EXISTING MASONRY FOUNDATION
DRILL AND GROUT #5 BARS @12" O.C.
VERTICAL INTO EXISTING STONE WALL. EMBED A MIN. OF
6" INTO EXISTING WALL AND 18" MIN. INTO NEW WALL.
INTERFACE WITH NEW FOOTING TO HAVE A MIN.
(2)04 X 12'' DOWELS AT 4'' MIN. EMBEDMENT (TYP.).
2'
-
0
"
2'-0"
4" DIAMETER CONCRETE
FILLED STEEL COLUMN
2'-0" X 2'-0" X 1'-0"
CONCRETE (3,000 PSI)
FOOTING WITH (4) #4 BARS
EACH WAY. INTERFACE WITH
EXISTING MASONRY
FOUNDATION
DRILL AND GROUT #5 BARS
@12" O.C.
2
A106
2
A106
2
A1
0
6
2'
-
0
"
2'-0"
EXISTING PIER TO
REMAIN
(2)1-3/4" x 11 1
4" ML BEAM (FLUSH)
4x4 WOOD POST BELOW
6X6 WOOD
POST BELOW
EXISTING
COLUMN
BELOW
6X6 WOOD POST BELOW 2X10 LEDGER ON EXISTING WALL
27'-7"
6'
-
1
1
"
2
A105
2
A105
2
A1
0
5
2
A1
0
5
(3
)
1
3 4"
X
1
1
-
1
/
4
"
M
L
B
E
A
M
SIMPSON
STRONG TIE
2X10 JOIST
HANGERS, TYP.
RIM BOARD, TYP.
EXISTING ROOM
ENGINEERED TRUSSES 24" O.C.
EN
G
I
N
E
E
R
E
D
T
R
U
S
S
E
S
2
4
"
O
.
C
.
EXISTING ROOF BELOW
EX
I
S
T
I
N
G
R
O
O
F
B
E
L
O
W
ENGINEERED TRUSSES 24" O.C.
LINE OF EXTERIOR WALL BELOW
2
A106
2
A106
2
A1
0
6
2
A1
0
6
0503
A103
FOUNDATION PLAN
SCALE 1/4'' = 1'-0"N
CLIENT
PROJECT
A103
STRUCTURAL PLANS
APRIL 13, 2025
SARATOGA SPRINGS, NY
153 VAN DAM STREET
MACIEL RESIDENCE
SUPPORT EXISTING
JOISTS ON WITH NEW ML.
04
A103
FIRST FLOOR FRAMING PLAN
01
A103
SECOND FLOOR FRAMING PLAN 02
A103
ROOF FRAMING PLAN
SCALE 1/4'' = 1'-0"
SCALE 1/4'' = 1'-0"SCALE 1/4'' = 1'-0"
Arch. Giuseppe Conte
EXIST. GRADE
Arch. Giuseppe Conte
Arch. Giuseppe Conte
Arch. Giuseppe Conte
Arch. Giuseppe Conte
Arch. Giuseppe Conte
Arch. Giuseppe Conte
Arch. Giuseppe Conte
Arch. Giuseppe Conte
11'-7"
0'-0"
EXIST FIRST SUBFLOOR
2'-6 1
4"
9'-3"
EXIST SECOND SUBFLOOR
17'-7 1
4 "
2'
-
4
1 2"
2'
-
4
"
9'
-
3
"
8'
-
4
1 4"
T.O.WINDOW SILL
T.O.WINDOW SILL
TOP PLATE-REAR
SHINGLE-1, SEE SCHEDULE
SIDING-1,
SEE SCHEDULE
TRIM-1, SEE SCHEDULE
EXISTING STRUCTURE,
TO REMAIN
ADDITION
NE
W
R
O
O
F
EX
I
S
T
I
N
G
S
T
R
U
C
T
U
R
E
TO
R
E
M
A
I
N
202
101
EXST EXST EXST
EXST EXST EXST
Arch. Giuseppe Conte
Arch. Giuseppe Conte
7"
GRADE
201 202 203
A
101 102
11'-7"
0'-0"
EXIST FIRST SUBFLOOR
2'-4 1
2"
9'-3"
EXIST SECOND SUBFLOOR
17'-7 1
4 "
2'
-
4
1 2"
2'
-
4
"
9'
-
3
"
8'
-
4
1 4"
T.O.WINDOW SILL
T.O.WINDOW SILL
TOP PLATE
SHINGLE-1, SEE SCHEDULE
SIDING-2, SEE SCHEDULE
EXST
EXSTTRIM-1, SEE SCHEDULE
NEW ROOF EXISTING ROOF
NE
W
R
O
O
F
EX
I
S
T
I
N
G
ST
R
U
C
T
U
R
E
T
O
RE
M
A
I
N
EXISTING STRUCTURE,
TO REMAIN
ADDITIONADDITION
12"
9 1/2" VIF 12"
5"
203
102
SIDING-3, SEE SCHEDULE
SEE A105 FOR TRIM DETAIL
SEE A105 FOR
WINDOW TRIM DETAIL
EXISTING STRUCTURE,
TO REMAIN
6"
209
6" TRIM-1
Arch. Giuseppe Conte
Arch. Giuseppe Conte
EXISTING TO REMAIN
0'-0"
EXIST FIRST SUBFLOOR
9'-3"
EXIST SECOND
SUBFLOOR
17'-7 1
4 "
9'
-
3
"
8'
-
4
1 4"
TOP PLATE-REAR
EXIST. GRADE
EXST
EXST EXST EXST
SIDING-1,
SEE SCHEDULE
SHINGLE-1, SEE SCHEDULETRIM-1, SEE SCHEDULE
NEW ROOFEXISTING ROOF
EXISTING STRUCTURE,
TO REMAIN
NEW SIDING ON
EXISTING STRUCTURE
EXISTING STRUCTURE,
TO REMAIN
NE
W
R
O
O
F
EX
I
S
T
I
N
G
S
T
R
U
C
T
U
R
E
TO
R
E
M
A
I
N
206 207 208
12"
9 1/2" VIF
6"
209
CLIENT
PROJECT
A104
ELEVATIONS
PROPOSED
FABIO AND ERIN MACIEL
APRIL 13, 2025
SARATOGA SPRINGS, NY
153 VAN DAM STREET
MACIEL RESIDENCE
A104
SOUTH ELEVATION
SCALE 1/4'' = 1'-0"
02
A104
EAST ELEVATION
SCALE 1/4'' = 1'-0"
03
A104
WEST ELEVATION
SCALE 1/4'' = 1'-0"
01
SIDING AND ROOF SCHEDULE
FINISH PRODUCT COLOR SIZE
SIDING-1 LP SMART SIDING SMOOTH DESERT STONE 6'' LAP SIDING
SIDING-2 CEDAR SHAKE PAINTED TO MATCH DESERT STONE SIDING
SIDING-3 LP SMART SIDING SMOOTH DESERT STONE SHAKE
TRIM-1 LP SMART SIDING SMOOTH SNOWSCAPE WHITE 4'' TRIM BOARDS
SHINGLE-1 ASPHALT SHINGLES GREY MATCH EXISTING
912"
4'
-
1
12"
DRAINAGE ALONG FOUNDATION
SET IN #2 CRUSHED STONE
EXISTING EARTH- TOP WITH 4 INCHES
OF COMPACTED #2 CRUSHED STONE
11'-7"
0'-0"
EXIST FIRST SUBFLOOR
2'-4 1
2"
9'-3"
EXIST SECOND SUBFLOOR
17'-7 1
4 "
2'
-
4
1 2"
2'
-
4
"
9'
-
3
"
8'
-
4
1 4"
WINDOW R.O.
WINDOW R.O.
TOP PLATE-REAR
EXIST. GRADE
8"X16" CONCRETE FOOTING
REINFORCED WITH (2) #4 BARS
B.O. FOOTING TO BE MIN. 4'-0" BELOW
ADJACENT FINISHED GRADE
8" THICK CONCRETE FROST WALL (TYP.)
WALL ASSEMBLY, TYP
SIDING-1, SEE SCHEDULE
1" ZIP INSULATED SHEATHING, R-5
2X4 STUD @ 24" O.C.
BATT INSULATION, R-13
4 MIL POLY VAPOR BARRIER
1
2" GYPSUM BOARD
2X4 SILL PLATE
FLOOR ASSEMBLY, TYP
3
4" ADVANTECH PLYWOOD
2X10 FRAMING, SEE FRAMING PLAN
2X10 HEADER, TYP
ROOF ASSEMBLY
ASPHALT SHINGLE-1, SEE SCHEDULE
15 LB FELT PAPER
5
8" ROOF SHEATHING PLYWOOD
ROOF FRAMING, SEE PLAN
CONTINOUS ROOF VENT
ENGINEERED ROOF TRUSS,
24" O.C.
BATT INSULATION, R-38
INSULATION TO EXTEND OVER TOP PLATE
PROVIDE CONTINUOUS
VENTING AT SOFFIT
201202204
103
GYPSUM CEILING
PROVIDE VENT BAFFLE IN EACH
TRUSS BAY PER NYS R.C. N1102.2.3
4" CONCRETE SLAB (4,000
PSI) WITH 6X6X#10 WIRE
MESH OVER 4 MIL POLY
MOISTURE RETARDER
BEDROOM
LIBRARY
CRAWL SPACE
R-30 BATT INSUL
RIM BOARD
203
102 101 A
12"
5"
2x10 FLOOR JOISTS
IF LEDGE IS PRESENT,
CONTACT ARCHITECT
FOR FURTHER
INSTRUCTION
6" TRIM-1 FASCIA BOARD
W/ 1
2" DRIP EDGE
METAL DRIP EDGE, PAINTED TO MATCH FASCIA BOARD
EXISTING MASONRY WALL, DEPTH TBC
11'-7"
0'-0"
EXIST FIRST SUBFLOOR
2'-4"
9'-3"
ADDITION SECOND SUBFLOOR
17'-7 1
4 "
2'
-
4
1 2"
2'
-
4
"
9'
-
3
"
8'
-
4
1 4"
WINDOW R.O.
WINDOW R.O.
TOP PLATE
7'-8 3
4"
EXIST SECOND SUBFLOOR
1'
-
6
14"
DRAINAGE ALONG FOUNDATION
SET IN #2 CRUSHED STONE
EXISTING EARTH- TOP WITH 4 INCHES
OF COMPACTED #2 CRUSHED STONE
8"X16" CONCRETE FOOTING
REINFORCED WITH (2) #4 BARS
B.O. FOOTING TO BE MIN. 4'-0" BELOW
ADJACENT FINISHED GRADE
8" THICK CONCRETE FROST WALL (TYP.)
WALL ASSEMBLY, TYP
SIDING-1, SEE SCHEDULE
1" ZIP INSULATED SHEATHING, R-5
2X4 STUD @ 24" O.C.
BATT INSULATION, R-13
4 MIL POLY VAPOR BARRIER
1
2" GYPSUM BOARD
FLOOR ASSEMBLY, TYP
3
4" ADVANTECH PLYWOOD
2X10 FRAMING, SEE FRAMING PLAN
2X10 HEADER, TYP
ENGINEERED ROOF TRUSS,
24" O.C.
BATT INSULATION, R-38
INSULATION TO EXTEND OVER TOP PLATE
GYPSUM BOARD CEILING
JACKSTUD
R-30 BATT INSUL
4" DIAMETER CONCRETE FILLED STEEL COLUMN
ML BEAM, SEE FRAMING PLANS
WOOD COLUMN, SEE FRAMING PLANS
NEW FRAMED
WALLS
EXISTING WALL
NEW FLOOR AND
FOUNDATION
EXISTING FLOOR
AND FOUNDATION
200
100
SOFFIT BOARD
OVER LADDER TRUSS
EAVE RETURN
WINDOW, SEE ELEVATIONS
31
2"
412"
1"
11/16" TRIM BOARD,
TRIM-1, SEE SCHEDULE
1"
3
4"
DRIP CAP,
TRIM-1, SEE SCHEDULE
1"3
4"
112"
1"
WINDOW SILL,
TRIM-1, SEE SCHEDULE
TRIM ON HISTORIC VOLUME TO
BE PAINTED WOOD. TRIM
ADJACENT TO SIDING-1 TO BE
TRIM-1.
EXISTING SIDING
SIDING-2,
SEE SCHEDULE
1"
2"
1"
4"
WOOD FASCIA
WOOD TRIM,
MATCH PROFILE OF EXISTING TRIM
BUILDER TO CONFIRM PROFILE
DURING DEMOLITION
5"1"1"1"
1
"
2
"
1
"
4
"
WOOD RAKE AND TRIM,
TO MATCH EXISTING FASCIA PROFILE
WOOD TRIM
10
CLIENT
PROJECT
A105
SECTIONS
BUILDING
FABIO AND ERIN MACIEL
APRIL 13, 2025
SARATOGA SPRINGS, NY
153 VAN DAM STREET
MACIEL RESIDENCE
A105
BUILDING SECTION A-A
SCALE 1/4'' = 1'-0"
03
A105
BUILDING SECTION B-B
SCALE 1/4'' = 1'-0"
04
A105
ROOF TRIM DETAIL
SCALE 3'' = 1'-0"
01
A105
WINDOW TRIM DETAIL
SCALE 3'' = 1'-0"
02
A105
PHOTOS OF EXISTING ROOF TRIM
N.T.S.
05