2002-388 (2)56'-0"
24'-0" A 7'-2" 11'-O" 11'-10" 21-0"
241-011 4'-4/2n 2.4,2' 2,-6" 3,-0" 3'-0„ 2,-6" 4'-811 7,-2n 29
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0 DINING
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1
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I 1
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01
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02 `___ - --
0
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COVERED SECOND
o
FLOOR I
0
I
0
I
PORCH
2 2 X 10'S BEAM (2) 2 X 10is BEAM
1 3"_ l l_ 5'411" 1 42" 1 51-4"
6'-6" I 11'-o" 1 6'-6" 1 1 3'-51'2" 1 5'-6" 1 5-02' "
24'-0" A I _ 30'-0"
56'-0"
FIRST FLOOR PLAN SQ. FT. FIRST FLOOR = 917.7
SQ. FT. SECOND FLOOR = 1,2112
SCALE:1/4" = 1'-0" TOTAL SQFT. = 2,128.9
6' 2" t 511" 3"
6'-A" 5'-6" 3'-51'2" 2'-0"
2.-On
SECOND FLOOR SQFT.
INCLUDES BONUS
ROOM 310.0 SQFT.
GENERAL NOTES:
1. ALL CONSTRUCTION TO COMPLY WITH THE NY STATE BUILDING CONSTRUCTION
CODE APPLICABLE TO ONE AND TWO FAMLY DWELLINGS TO THE NY STATE ENERGY
CONSERVATION CODE, APPLICABLE LAWS, STATUTES, AND ALL LOCAL RULES AND
REGULATIONS. BUILDER TO BE RESPONSIBLE TO N.Y.S. CODE REQUIREMENTS.
2. COMPLY WITH ALL LAWS AND RULES AND ORDINANCES AND ORDERS OF ANY
PUBLIC AUTHORITY BEARING ON THE PERFORMANCE OF THE WORK.
3. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS,
METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES AND FOR COORDINATING
ALL PORTIONS OF THE WORK.
4. THE PROFESSIONAL SERVICES OF THE ENGINEER DO NOT EXTEND TO OR
INCLUDE THE REVIEW OR SITE OBSERVATION OF THE CONTRACTOR'S WORK
OR PERFORMANCE OF THIS JOB. THUS, THE ENGINEER IS NOT RESPONSIBLE
AND IS TO BE HELD HARMLESS BY THE OWNER FROM ANY CLAIM OR SUIT
WHATSOEVER, INCLUDING ALL PAYMENTS OR COSTS INVOLVED ARISING FROM
OR ALLEGED TO HAVE ARISEN FROM THE CONTRACTOR'S WORK TO CONFORM
TO THE DESIGN ITEM.
5. IT IS THE BUILDER'S RESPONSIBILITY TO REVIEW ALL DIMENSIONING AND
DETALNG PRIOR TO CONSTRUCTION AND TO ASSESS AND VERIFY MEASUREMENTS
OF EXISTING CONDITIONS PRIOR TO CONSTRUCTION.
6. ALL PLUMBING SHALL BE INSTALLED IN ACCORDANCE WITH NY STATE
CONSTRUCTION CODE APPLICABLE TO PLUMBING AND NY STATE HEALTH
DEPARTMENT REQUIREMENTS.
7. ALL LIGHTING, WIRING, GROUNDING AND DEVICES SHALL BE ULRATED
LISTED AND COMPLY WITH NEC INCLUDING GROUND FAULT PROTECTION FOR
ALL BATHROOMS AND EXTERIOR OUTLETS.
8. PROVIDE HARDWIRED/INTERCONNECTED SMOKE DETECTORS ON EACH FLOOR, N
EA. BEDROOM, AND N HALL ADJ. BEDROOMS, AS PER CODE REQUIREMENTS
9. PROVIDE DIRECT OUTSIDE COMBUSTION AIR FOR FIREPLACE IN ACCORDANCE
WITH THE N.Y. STATE ENERGY CONSERVATION CODE. PROVIDE GLASS
FIREPLACE DOORS.
10. DRAWINGS NOT TO BE SCALED FROM FOR FIELD WORK PURPOSES.
11. ALL WINDOWS INTENDED FOR EMERGENCY EGRESS HAVE TO HAVE A MAX.
SILL HEIGHT OF 42' OFF FINISHED FLOOR.
12. ALL HEADERS TO BE (2) 2X10'S UNLESS OTHERWISE NOTED.
13. CHIMNEY TO BE 24' ABOVE ANY STRUCTURE WITHIN A 10'-0" RADIUS
MEASURED FROM CENTERLINE OF CHIMNEY FLUE.
14. STAIRS:
81/4' MAX. RISE. STAIR RAILINGS TO BE 32" AFF.
9" MN. RUN
PLUS 1 1/8: NOSING
2'-8' MIN. BETWEEN HANDRAILS
6'-6' MIN. VERTICAL HEADROOM ® MAIN STAIRS, 6'-4' ® CELLAR STAIRS
PROVIDE LIGHT N STAIRCASE
15. ALL CONCRETE TO BE 3000 PSI - 28 DAY UNLESS OTHERWISE NOTED.
16. LUMBER TO HAVE MINIMUM Fb =1000 PSI (FOR REPETITIVE MEMBER USE).
17. ASSUMED SOL BEARING VALUE OF 2000 PSF. CONTRACTOR TO VERIFY PRIOR
TO CONSTRUCTION.
18. PROVIDE WOOD OR METAL BRIDGING EVERY 8'-0' O.C. BETWEEN JOISTS,
UNLESS OTHERWISE NOTEDPROVIDE NAILS AT EVERY BEARING
19. ALL HEADERS IN BEARING WALLS ON OPENINGS 6'-0" OR GREA.TER 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").
20. PROVIDE DOUBLE FRAMING AROUND ALL OPENINGS AND DOUBLE JOISTS
UNDER ALL PARALLEL PARTITIONS.
(EXCEPTION: DO NOT USE DOUBLE JOISTS UNDER PLUMBING WALLS)
21. FIRESTOPPING SHALL BE PROVIDED AS PER SECTION 717 OF THE NEW YORK
STATE BUILDING CODE.
22. DESIGN CRITERIA:
LIVE LOAD
FIRST FLOOR RESIDENTIAL: 40 PSF
FLOOR DEFLECTION LIMITED TO 1/360
ROOF. AS PER NYS BUILDING CODE
DEFLECTION LIMITED TO L/240
23. ELECTRICAL WIRING AND EQUIPMENT DESIGNED AND INSTALLED N
CONFORMITY WITH ANSI, NATIONAL ELECTRICAL CODE, AND SHALL MEET ALL
LOCAL CODES.
24ALL GARAGES SHALL BE SHEETROCKED WITH 5/8' TYPE 'X' SHEETROCK TO
TO COMPLY WITH N.Y.S. FIRE PREVENTION & BULDNG CODE.
25. DOOR FROM GARAGE TO LING AREA SHALL BE METAL INSULATED "C" LABEL
AND ASSEMBLY WITH SELF CLOSURE.
26. ELECTRICAL SWITCHES MUST BE BLOCKED AWAY FROM DOOR TO ACCOMMODATE
31/2" TRIM.
27. ALL BATHS W/O NATURAL VENT. SHALL BE EQUIPPED WITH MECHANICAL
FANS DIRECTLY VENTED TO THE OUTSIDE.
ENERGY NOTES:
1. ALL BULDNG ENVELOPE ELEMENTS THAT CONTAIN MATERIALS WHICH ARE
CAPABLE OF ABSORBING OR TAKING UP AND HOLDING MOISTURE SHALL BE
PROTECTED BY A VAPOR BARRIER RETARDER LOCATED ON THE WINTER WARM
OF THE INSULATION.
2. INSULATION SHALL BE INSTALLED N A MANNER THAT PROVIDES CONTINUITY
OF INSULATION AT PLATE LINES, SILL LINES, BAND JOISTS AND CORNERS.
3. AIR INFILTRATION BARRIERS SHALL BE INSTALLED WHETHER A VENTILATED
SUING MATERIAL IS INSTALLED OR THE SIDING TECHNIQUE NECESSITATES
A LOOSE FITTING APPLICATION.
4. BUILDING TO BE CONSTRUCTED AND INSULATED N COMPLIANCE WITH THE
N.YS. ENERGY CODE, 'U','R' AND NFLTRATION VALUES FOR ALL DOORS
AND WINDOWS.
ENERGY CALCULATIONS N COMPLIANCE WITH PART 5 - SECTION 7814 OF THE
N.YS.1991 ENERGY CONSERVATION CONSTRUCTION CODE.
GROSS FLOOR AREA
5000 SO. FT.
SQ. FT.
WALL GLAZING AREA
20%
5%
SKYLIGHT GLAZING AREA
1%
NA.
ENVELOPE COMPONENT
7000 DEGREE DAY
NON -ELECTRIC COMFORT HEATING
REQUIRED
ACTUAL
R U
U
EXTERIOR WALL
18 0.055
OD52
ROOF
24 0jD4
OD33
FOUNDATION WALL
10 0.1
0.08
FLOOR
19 0.052
0.052
GLAZING
1.7 058
05
ENTRANCE DOOR
25 0.4
OA
BASEMENT/ CELLAR WALL
11 0D9
0D77
54'-0"
LIGHT & VENTILATION SCHEDULE
ROOM
SQ.FT.
LIGHT
VENT.
EGRESS (SF.)
MN. EGRESS OPENING
CODE
ACTUAL
CODE
ACTUAL
CODE
ACTUAL
CODE
ACTUAL
DINING ROOM
1315
1052
17.1
526
10.0
4.00
5.0
"
252
LIVING ROOM
139.0
1112
17.12
5.56
10D
4.00
5.0
"
252
FAMILY ROOM
1693
1354
23.78
6.77
14.72
4.00
DOOR
"
261 8
BEDROOM 12
138.0
11.04
1394
552
822
4A0
411
"
20.70
BEDROOM #3
1365
1092
1394
5.46
822
4.00
411
18"
20.70
MASTER BEDROOM
2093
16.74
2091
837
1233
4.00
4.11
18
20.70
** NOTE: VERIFY ALL WINDOW INFORMATION W/BUILDER IN FIELD
WINDOW SCHEDULE-ANDERSON 200 SERIES TILT WASH
NUMBER
LOCATION
MODEL
TYPE
ROUGH OPENING
GLASS
VENT.
EGRESS
MN. OPNG. DIM.
QTY.
101
DINING ROOM
244DH2849
DOUBLE HUNG
2'-8" X 4'-9"
856
5.0
5.0
252
1
102
DINING ROOM
244DH2849
DOUBLE HUNG
2 -8 X 4 -9
856
5.0
5.0
252
103
LNNG ROOM
244DH2849
DOUBLE HUNG
2 -8 X 4 -9
856
5.0
5.0
252
1
104
LIVING ROOM
244DH2849
DOUBLE HUNG
2 -8 X 4 -9
8.56
5.0
5.0
252
1
105
FAMILY ROOM
PS6L
-
-0 6 X 6 -10 7 8
23.78
14.72
8 8
1
1
T AREA
DOUBLE HUNG
2 -4 X 4 -9
722
4
4
2456
1
107
BREAKFAST AREA
2 44DH2449
DOUBLE HUNG TWIN
4 -8 X 4 -9
14.44
8.6
430
2456
1
108
BREAKFAST AREA
244DH2449
DOUBLE HUNG
'- " X 4'-9"
722
4.30
430
4
109
KITCHEN
CW23
CASEMENT
3 -51 4 X 3 -01 2
10.4
9B
9B
1811 16
1
201
BEDROOM
244DH2840
DOUBLE HUNG
'- " X 4'-On
697
4.11
411
20.70
1
244DH2840
DOUBLE HUNG
'- "
697
4.11
411
20.70
1
JM
ABOVE FOYER244DH2840
'- " X 4'-Ow
697
4.11
411
20.70
1
9Q4
BEDROOM J3
244DH2840
DOUBLE HUNG
'
4.11
411
20.70
1
BEDROOM #3
244DH2840
DOUBLE HUNG
'- " X 4'-0"
697
4.11
411
20.70
1
206
MASTER BEDROOM
244DH2840
DOUBLE HUNG
2'-8" X 4'-0"
697
4.11
4.11
20.70
1
207
MASTER BEDROOM
2 244DH2840
DOUBLE HUNG TWIN
5'-6" X 4'-0"
1394
822
4.11
20.70
1
208
MASTER BATH
CN23
CASEMENT
3'-51 4" X 3'-01 2"
7.0
62
62
1013 16
1
209
MASTER BATH
244DH2O30
DOUBLE HUNG
2 -0 X 3 -0
332
2.10
2.10
14.70
1
210
UNFNJLSFiED SPACE
(2)244DW2850
I DOUBLE HUNG TWIN
'- " X 4'- "
1394
822
4.11
20.70
1
** NOTE: VERIFY ALL WINDOW INFORMATION W/BUILDER IN FIELD
SECOND FLOOR PLAN SECOND FLOOR = 12112 SQFf.
SCALE: 1/4)) - 1'-0" (INCLUDES BONUS ROOM SQFT. OF 310.0
i
00
r
(
i I i -I i -I -I _I I
-----------------------------
I I I I
I I I I
I I I I
I I I
-----------------------------------------------------
ERONT ELEVATION
SCALE:1/4" = 1'-Oil
TOP OF PLATE
SUBFLOOR
_ 12
'TOP OF PLATE 6
SUBFLOOR _
TOP OF FDN.
TOP OF FOOTING
` ON- P01
12
7 F
TOP OF PLATE
I
00
SUBFLOOR
r
0
6 TOP OF PLATE
SUBFLOOR _
TOP OF FDN.
TOP OF FOOTING,
TOP OF PLATE '
I
00
SUBFLOOR
o
TOP OF PLATE
0
0 I
TOP OF FDN.
I I I I I I -
I I I I o
I I
I I I I I TOP OF FOOTING,
I I I I -- - - - - - - - - - - - - -
I
I I I I I I r - - - - - - - - - - - - -
I I I I I I I
I I I I I I I
I I I I I I
-- --
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I
REAR ELEVATION
SCALE:1/4" - 1'-0"
TOP
of PLATE-
ATE
TOP OF PLATE
SUBFLOOR _
TOP OF PLATE
SUBFLOOR _
TOP OF FON
--------------------- - - - - I- TOP OF FOOT
--
RIGHT ELEVATION
SCALE: 3/16" = 1'-0"
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
LEFT ELEVATION
SCALE: 3/16" = 1'-0"
m
PRMCT MAIM
200237.00
CUSTOMHOA'EDESXN
6 MEGHAN COURT
SARATOGA SPRINGS
NEW YORK 12866
ELEVATIONS
SACCO RESIDENCE
DATE TM.E W AWG NO.
MAY 8, 2002 AS SHOWN EL-1
(518) 581- 8079
(518) 587 - 2649 (FAX)
4
I
i
00
Ig
0
0 I
0
I
TOP OF PLATE
P OF PLATE v
1-
CONTINUOUS RIDGE VENT
NOTE: 12 12
ACTUAL TRUSS
CONFIGURATION 10 10
TO BE DETERMINED
BY MANUFACTURER
UNFINISHED :N
SPACE °°
6'-10" -u
KNEE 13'-5"
WALL
27'-5"
PRE-ENGINEERED ATTIC
TRUSSES ® 24" O.C.
DESIGNED PER N.Y.S. CODE
C-10"
KNEE
WALL
5/8" TYPE X GWB IN
ACCORDANCE WITH
N.Y.SFIRECODE --�
4" CONCRETE SLAB (4000 PSI) BASEMENT STAIRS:
FINISHED SMOOTH, REINFORCED 12 RISERS @ 71 2"
W/ 6 X 6 #10 X #10 W.W.M. OVER 10 TREADS ® 9'
COMPACTED GRAVEL OR CLEAN SAND FILL _
'TOP OF FDN.
�UNEXCAVATED EARTH
TOP OF FOOTING
4" CONCRETE SLAB (3500 PSI)
W/ 4 MIL. POLY MOISTURE BARRIER
FINISHED SMOOTH, OVER COMPACTED
GRAVEL OR CLEAN SAND FILL
SECTION A -A
SCALE'. 1/4" = 1'-0"
a
TOP OF PLATE
i
00
SUBFLOOR
- o,
TOP OF PLATE
1'-)" OVERHANGS (TYP)
0
I
0
TOP OF FDN.
z
0
8" THICK POURED
FOUNDATION WALL
TOP OF FOOT
8" X 16" CONCRETE FOOTING
(3000 PSI) WITH 2 - #4 BARS (TYP)
OVER UNDISTURBED SOIL, FOOTING
TO BE MAINTAINED AT 4'-0" MIN.
BELOW FINISHED GRADE
i
00
e
O
I
2 X 6 LADDER FRAME
0 RAKES (TYP)
TOP OF PLATE
1'-O" OVERHANGS (TYP
TOP OF PLATE
FDN.
8" THICK POURED
FOUNDATION WALL
F FOOTNG
8" X 16" CONCRETE FOOTING
(3000 PSI) WITH 2 - #4 BARS (TYP)
OVER UNDISTURBED SOIL, FOOTING
TO BE MAINTAINED AT 4'-0" MIN.
BELOW FINISHED GRADE
PRE-ENGINEERED ATTIC
TRUSSES @ 24" O.C.
DESIGNED PER N.Y.S. COI
SECTION B-B
SCALE- 1/4 11 = ip-op)
CONTINUOUS RIDGE VENT
2 X 6 LADDER FRAME
RAKES (TYP)
TOP OF PLATE
1'-O" OVERHANGS (TYP)
i
00
SUBFLOOR
TOP OF PLATE
SUBFLOOR
TOP OF FDN.
0
I
it
TOP OF F00
8" X 16" CONCRETE FOOTING
(3000 PSI) WITH 2 - #4 BARS (TYP)
OVER UNDISTURBED SOIL, FOOTING
TO BE MAINTAINED AT 4'-0" MIN.
BELOW FINISHED GRADE