HomeMy WebLinkAbout20180028 2018.006 15 Ballston Ave_Basement and Foundation Plans 7-13-18FAMILY
ROOM
SOUTH - }BASEMENT FLOOR PLAN
SCALE: 1/4" = 1'-0'
LIGHT 4 VENTILATION SCHEDULE
NOTE: VERIFY ALL WINDOW INFORMATION W/BUILDER IN FIELD
WINDOW SCHEDULE -ANDERSEN 400 SERIES WINDOWS
MIN, OPNG, DIM.
NO,
LOCATION
MODEL
TYPE
MIN, EGRESS OPENING
ROOM
SQ. FT,
EGRESS
LIGHT
HEIGHT
VENT.
L
PROTEFALCTION
EGRESS (S.F.)
WIDTH
HEIGHT
CODE
6'-0 1/5" X 3'-5 3/8"
ACTUAL
CODE
1.5
ACTUAL
CODE
NO
ACTUAL
CODE
ACTUAL
CODE
ACTUAL
KITCHEN/
FAMILY ROOM
331,5
21,02
1.5
39,5
13.51
NO
31.5
5.0
FAMILY ROOM
1,5
20"
30 I/8"
24"
35 5/16"
BEDROOM
182,0
14.56
NO
15,8
1.28
OFFICE
15,0
5.0
4'-5' X 3'-5 3/8"
1.5
20"
30 I/S"
24"
35 5/16"
OFFICE
148.5
11.91
12.0
5,95
11,4
5.0
5.1
20"
22 9/16"
24"
36 5/8"
NOTE: VERIFY ALL WINDOW INFORMATION W/BUILDER IN FIELD
WINDOW SCHEDULE -ANDERSEN 400 SERIES WINDOWS
MIN, OPNG, DIM.
NO,
LOCATION
MODEL
TYPE
ROUGH OPENING
GLASS
VENT.
EGRESS
WIDTH
HEIGHT
GLAZINGSAFETY
L
PROTEFALCTION
001
KITCHEN
CXW235
TWIN CASEMENT
6'-0 1/5" X 3'-5 3/8"
15.8
15.0
1.5
30 1/8"
35 5/16"
NO
NO
002
FAMILY ROOM
CXW335
TRIPLE CASEMENT
9'-0 1/8" X 3'-5 3/8"
23.1
22.5
1.5
30 1/8"
35 5/16"
NO
NO
003
FAMILY ROOM
CXW235
TWIN CASEMENT
6'-0 1/8' X 3'-5 3/8"
15.8
15.0
1.5
30 1/5"
35 5/16"
NO
NO
004
OFFICE
CW235
TWIN CASEMENT
4'-5' X 3'-5 3/8"
12.0
11.4
5.1
22 9/16"
36 5/8'
NO
NO
** NOTE: VERIFY ALL WINDOW INFORMATION W/BUILDER IN FIELD
NOTE:
DRILL 4 GROUT
AT I'-0" O.C. VERT
SPACING, EMBED
INTO EXISTING WA
1'-6" INTO NEW WALL (TYP.
•
•
251-0"
•
•
•
•
•
♦
•
•
NOTE:
DRILL 4 GROUT *5 BARS
AT 1'-0" O.G. VERTICAL
SPACING. EMBED 6" (+/-)
INTO EXISTING WALL, AND
I'-6" INTO NEW WALL (TYP.)
7
8" THICK POURED
FOUNDATION WALL -
' P d
BEAM POCKET
4"WX4"DXS"H
-II--1411
•
/38,
•
•
SMOKE 4 0.0.
`DETECTOR
PROVIDE BULKHEAD
AS NECESSARY AND
EMERGENCY EGRESS
WINDOW PER R3I0
OF THE 2015 I.R.B.C.
004
-8" X 20" CONCRETE FOOTING
(3000 PSI) WITH (3) *4 BARS (TYP.)
OVER UNDISTURBED SOIL, FOOTING
TO BE MAINTAINED AT 4'-0" MIN.
BELOW FINISHED GRADE.
c7 a o
BASEMENT
I.
•
•
4" CONCRETE SLAB (3500 PSI)
WI 6 ML POLY MOISTURE BARRIER '
REINFORCED W/ "FIBERMESH" U'
FINISHED SMOOTH OVER COMPACTED,'
GRAVEL OR CLEAN SAND FILL-
3'-95/411
r
/2 11
•
•
``.
`s 8" THICK POURED
•. FOUNDATION WALL
•
.
•
•
ss
BEAM POCKET
4"W X 4"D X 10 3/5"H
2'-6" •
" X 2'-6" X 1'-0"
CONCRETE PAD FOR
LALLY COLUMN REINFORCED/
W(3) *4 BARS EA WA1• /
(3000 PSI)
CONTROL JOINT
t
0
;)
5< ref >
APMFROOFING
(ASPHALT BAY5ED SEALER)
EXTERIOR SURFACE OF
FOUNDATION WALL♦BELOW
`FINISH GRADE (T'F '.)
.
BASEMENT STAIRS:
16 RISERS 6 6 3/4"
15 TREADS 6 II"
TOTAL RISE = 108 I/8
•
•
♦
-r
I-
4
w
co
U-
,
*6" X 3'-6" X 1'-0"
CONCRETE PAD FOR
LALLY COLUMN REINFORCED
W(4) K4` BARS EA WAY
(3000 Pial)
♦
•
•
•
.
`•e
•
I I 1 I
N _ _ _ _ N
I ♦.. I. I
/1� 1
`1'` ___:i,_:
1 I
I I I 1
1. .1 L
•
•
, ♦`
3 1/2" DIAMETER
(ADJUSTABLE
STEEL COLUMN
BEAM POCKET •
4':11J X 4"D X IC 3/5"H
(TYP.)
/
♦
•
/
/`
♦
. ,
•
• ,0
NOTE:
FOR FOUNDA'ION WALL
REINFORCMENfi,♦ SEE
"FOUNDATION NOT4S"
ON FOUNDATION PLAN
•
ss
•
•
•
•
•
•
•
•
•
•
_APPLY DAMPROOFING
(ASPHALT BASED SEALER) Td.
TERIOR SURFACE OF
11-1,E0 NDATION WALL BELOW
-TIN! kl-GRADE-(TYP.)
•
•
14'-13/4"
5/3211
FOUNDATION NOTES:
I. ALL CONCRETE TO BE 3000 PSI - 28 DAY UNLESS OTHERWISE NOTED.
2. ASSUMED SOIL BEARING VALUE OF 2000 PSF, CONTRACTOR TO VERIFY PRIOR
TO CONSTRUCTION.
3. WOOD SILL PLATE SHALL BE ANCHORED TO FOUNDATION WITH ANCHOR BOLTS
AT A MAXIMUM SPACING OF 5'-0" O.C. AND LOCATED WITHIN 12" FROM THE
ENDS OF EACH PLATE SECTION.
4. ANCHOR BOLTS SHALL BE AT LEAST 1/2" IN DIAMETER AND SHALL EXTEND
A MINIMUM OF 1" INTO CONCRETE WALL.
5. FOUNDATION DRAINAGE SHALL BE PROVIDED AROUND PERIMETER OF FOOTING
IT SHALL CONSIST OF A MINIMUM OF 4" DIAMETER PERFORATED PIPE
EMBEDDED IN CLEAN GRAVEL WHICH EXTENDS 12" OUT FROM OUTER EDGE OF
FOOTING AND 6" ABOVE THE TOP OF FOOTING. GRAVEL SHALL BE COVERED WITH
AN APPROVED FILTER MEMBRANE.
6. FINISH GRADE SHALL NOT BE CLOSER THAN 6" FROM TOP OF FOUNDATION.
1. BACKFILL PLACEMENT SHALL NOT BE PLACED AGAINST THE WALL UNTIL
THE WALL HAS SUFFICIENT STRENGTH AND HAS BEEN ANCHORED TO THE
FLOOR ABOVE OR HAS BEEN SUFFICIENTLY BRACED SO AS TO PREVENT
DAMAGE FROM BACKFILLING.
8. FOOTING DOWELS SHALL BE PROVIDED TO CONNECT FOOTINGS TO WALLS,
AND SHALL CONSIST OF *5 BARS m 4'-0" O.C..BARS SHALL EXTEND A MINIMUM
OF 12" OUT OF TOP OF FOOTING AND SHALL BE EMBEDDED A MINIMUM OF 5"
INTO FOOTING.
S. VERTICAL REINFORCING SHALL CONSIST OF *5 BARS ® 48" O.C. AND
SHALL BE LAPPED TO *6 FOOTING DOWELS EXTENDING VERTICALLY
24" OUT OF FOOTING PLACED AT 4'-0" O.C.
10. HORIZONTAL REINFORCING SHALL CONSIST OF (3) *4 BARS, (I) AT I'-0" DOWN
FROM TOP OF WALL, (I) AT I'-0" UP FROM TOP OF FOOTING, AND (1) AT
MID -HEIGHT OF WALL.
•
SOUTH - FOUNDATION PLAN
SCALE: 1/4" = 1'-O'
w
F
4
DREAMSCAPES UNLIMITED
DESIGN WITI-I A NEW POINT OF VIEW
6 MEGHAN COURT
SARATOGA SPRINGS
NEW YORK 12866
(518) 551-5015
(515) 551-5015 (FAX)
DESIGNED BT:
DRAWN BT:
CHECKED BY:
IBASE «NT 4 FOUNDATION PLANS
15 5ALLSTON AVENUE
O
z
PROJECT NUMBER
2011026
DATE
MAR. 24, 2015
SCALE
AS SHOWN
DRAWING NO,
FDN-1
SHEET NO.
4