HomeMy WebLinkAboutS001GARAGE SLAB
RADIANT HEAT IN 5" CONCRETE SLAB W/
6X6 W2.1X2.1 WWM OVER 10 MIL POLY
V.B. AND 6" COMPRESSED GRAVEL.
PAVERS ON 4" CONC.
SLAB W/ FIBER MESH
OVER 6 MIL V.B. ON 4"
COMPRESSED GRAVEL
PORCH
SLAB
PAVERS ON 4" CONC.
SLAB W/ FIBER MESH
OVER 6 MIL V.B. ON 4"
COMPRESSED GRAVEL
PORCH
SLAB
4"Ø PERF. DRAIN TILE SET
IN WASHED GRAVEL W/
SILT SOCK AT EXTERIOR
PERIMETER ~ TYP 11'-10"27'-4"18'-5"4"34'-0"18'-2" FLOOR ELEVATION BREAK7'-5"20'-7"6'-9"11'-10"11'-0" 14'-3"11'-6"17'-8"19'-7"9'-9" 18'-6"
FIRST FLOOR WALLS ABOVE
GOLF ROOM SLAB
T/SLAB ELEV. = -13'-1"
R5 INSULATION UNDER SLAB
BASEMENT SLAB
T/SLAB ELEV. = -13'-1"
R5 INSULATION UNDER SLAB
SUMP PIT
SUMP DISCHARGE
TO GRADE
FD
FD
FD
PVC DRAIN WITH CAP
CONNECT TO
PERIMETER DRAIN (TYP)
EGRESS LADDER (TYP.)
WINDOW
WELL
RADIANT HEAT IN 4" CONCRETE SLAB W/
6X6 W2.1X2.1 WWM OVER 10 MIL POLY
V.B. AND 6" COMPRESSED GRAVEL.
RADIANT HEAT IN 4" CONCRETE SLAB W/
6X6 W2.1X2.1 WWM OVER 10 MIL POLY
V.B. AND 6" COMPRESSED GRAVEL.8" BLOCK8" BLOCKOUTLINE OF PATIO AND POOL ABOVE BY
OTHERS
36'-2"
W24x117
T/STL. = 0'-0"
THICKENED SLAB AT
INTERIOR WALL ABOVE
GALVANIZED L3.5x3.5x38STEEL ANGLE AFFIXED TO
FOUNDATION WALL WITH 12"
DIAMETER STAINLESS STEEL
EXPANSION BOLTS @ 2'-0" FOR
PORCH SLAB SUPPORT ~ TYP
EJECTOR
PIT
CONNECT TO
SANITARY SEWER
CONCRETE HAUNCH FOR
STOOP SUPPORT ABOVE
LOWER GARAGE SLAB
T/SLAB ELEV. = -13'-1"
R5 INSULATION UNDER SLAB
RADIANT HEAT IN 5" CONCRETE SLAB W/
6X6 W2.1X2.1 WWM OVER 10 MIL POLY
V.B. AND 6" COMPRESSED GRAVEL.
GARAGE SLAB
RADIANT HEAT IN 5" CONCRETE SLAB W/
6X6 W2.1X2.1 WWM OVER 10 MIL POLY
V.B. AND 6" COMPRESSED GRAVEL.
CONCRETE HAUNCH FOR
STOOP SUPPORT ABOVE
PAVERS ON 4" CONC. SLAB W/
FIBER MESH OVER 6 MIL V.B.
ON 4" COMPRESSED GRAVEL
PORCH
SLAB
7"5"UP
24R
15'-6"
14'-0"
5" CONCRETE SLAB ON
STEEL DECK ON W8X21
JOISTS @ 4'-0" O.C.
5" CONCRETE SLAB TAPER TO
4" AT ENDS, ON STEEL DECK ON
W8X21 JOISTS @ 4'-0" O.C.
T/LEDGE =0'-0"T/LEDGE =+7 12"
T/LEDGE =0'-0"
T/LEDGE =+7 12"
T/LEDGE =+7 12"
3'-0"F60
F60 F48
F36
F48
F36 F36 F48 F48
F48
F48
F36
F36
W24x117
T/STL. = 0'-0"
W24x117
T/STL. = +7 12 "
W24x117
T/STL. = 0'-0"
W12x26
T/STL. = 0'-0"
W12x26
T/STL. = 0'-0"
W12x26
T/STL. = 0'-0"
W12x26
T/STL. = 0'-0"
W12x40
T/STL. =+7 12"W10x22T/STL. =+7 12 "W10x22T/STL. =+7 12 "W10x22T/STL. =+7 12 "W12x40
T/STL. =+7 12"
W12x26
T/STL. =+7 12"
W12x26
T/STL. =+7 12"
W12x26
T/STL. =+7 12"
HSS 6X6X 1/4 COLUMN ON
34 X12X12 BASE PLATE
HSS 6X6X 1/4 COLUMN ON
34 X12X12 BASE PLATE
HSS 4X4X 1/4 COLUMN ON
34 X10X10 BASE PLATE
4"Ø STANDARD STEEL
PIPE COLUMN W/ PLATES
ON 1'-0" DEEP CONC. PAD
SEE DETAIL1 ON a2.0
F36F36
W10x22
T/STL. =+7 12 "
W10x22
T/STL. =+7 12 "
T/LEDGE =+7 12"W10x22T/STL. =+7 12 "4"7"5"BEAM POCKET
BEAM POCKET
BEAM
POCKET
BEAM POCKET
HSS 6X6X 1/4 COLUMN ON
34 X12X12 BASE PLATE
F60
GALVANIZED L3.5x3.5x38
STEEL ANGLE AFFIXED TO
FOUNDATION WALL WITH 12"
DIAMETER STAINLESS STEEL
EXPANSION BOLTS @ 2'-0" FOR
PORCH SLAB SUPPORT ~ TYP
PROVIDE EXHAUST
AND FRESH AIR
INTAKE
DEPRESS CONC. 8"
FOR ELEVATOR
PIT-VERIFY
CONSTRUCTION W/
MANUFACTURER
SPECIFICATIONS
156'-9"
54'-9" 31'-0" 44'-7" 6'-7" 2'-6" 14'-10" 2'-6"
36'-2"
5"
7"
4"
51'-11" 2"
4"
7"
5"
1'-6"28'-8"
10"
4'-10" 8" 6'-10" 8" 8'-2" 8" 18'-0" 8" 4'-1" 6'-7" 5"7"17'-10"
7"
5"
7"
5"
7"
5"
7"
5"
5" 7"
5"7"
5" 7"
7"
5"
4"
7"
5"
5"7"
3'-6"
153'-9"
7" 5" 4'-3"
2'-10"
4"
33'-8" 29'-2" 14'-3" 12'-0" 17'-2" 19'-7" 9'-9" 22'-9"
5"
7"
4"
53'-2"
5"
9'-7" 13'-7" 10'-3"H.R.16'-0" 46'-4" 9'-4"
53'-6" 21'-9"12'-1" 71'-8"
17'-8" 6'-0" 29'-10" 3'-11"14'-5"
1'-0"
23'-7" 5" 5" 13'-4" 8"1'-10" 5'-0" 2'-2" 8" 21'-4" TO DETACHED GARAGE
4"
6"14'-7"23'-7"
10"
45'-0"
40'-10"
4'-2" 13'-6"
3'-7" 2"8" 4'-8" 8" 2" 3'-7"11"8"4"15'-0"4"8"21'-7"5"7"5"7"6'-4"12'-5"27'-10"5"9"8"8'-0"5"9"8"8'-0"27'-10"1'-4"10"4'-0"4"7"5"4'-10"6'-8"39'-11"29'-4"14'-6"5"7"8'-10"6"4"5'-5"10"8'-10"4"7"5"7'-5"20'-5"18'-9"4'-11"5"7"5"7"5"7"18'-7"8"4'-0"7"5"23'-6"5'-5"5"5"3'-0"6'-4"3'-4"7"5"7"5"7"5"34'-10"5"7"3'-8"4"8"35'-7"1'-2"1'-6"9'-4"1'-3"9'-4"2'-4"5'-10"4'-7"3'-1"1'-2"6'-10"8"4'-2"39'-6"35'-7"1'-2"29'-7"4'-7"8'-11"12'-7"10'-4"10'-1"11'-4"8'-6"13'-10"35'-1"4'-7"62'-0"ROUGH-IN
BATH
ROUGH-IN
BATH
CF24
CF24
CF24
CF28
CF24
CF28
CF28 CF24
5" CONCRETE SLAB TAPER TO
4" AT ENDS, ON STEEL DECK ON
W8X21 JOISTS @ 4'-0" O.C.
DEPRESS FOUNDATION FOR DUCK PIN BALL
RETURN, VERIFY WITH MANUFACTURER
ELEVATION832.75 @ DOORW10x22T/STL. =+7 12 "5'-2"
3'-0"
3'-4" 8"8'-8"8" 3'-4"
21'-10"45'-0"
3'-0" 5" 20'-2"
10" 4'-4"2'-6"10"9'-10"1'-2"1'-6"30'-5"5'-2"9'-4"2'-3"8'-8" 12'-8" 8" 8"
6"36'-11"5"2'-6"10'-8"12'-7"10"4'-6"8"30'-5"3
2.0
2
2.0
STEPEJECTOR
PIT
CONNECT TOSANITARYSEWERFD
POOL EQUIP. SLAB
T/SLAB ELEV. = -9'-0"
4" CONCRETE SLAB W/ 6X6 W2.1X2.1
WWM OVER 10 MIL POLY V.B. AND 6"
COMPRESSED GRAVEL.FD
UP
15R
FOUNDATION WALL
BELOW BLOCK WALL
TO LOWER SLAB
8"1'-6"8" BLOCK WALL
3'-3"
4"
8"8"4"14'-4"10"CONCRETE STEPS
MINIMUM 2X6 PLATE GLUED AND FASTENED
TO STEEL WITH 12" Ø BOLTS AT 2'-8" O.C.
SEE S1.0 OR A2.0 SHEETS
FOR STEEL SIZE
8"8"4"Ø STANDARD STEEL PIPE COLUMN
W/ SHOP WELDED 12" BASE PLATES W/
(4) 78"Ø HOLES
34" X 7" EXPANSION BOLTS TO BE
DRILLED AFTER CONCRETE PADS ARE
COMPLETE ALLOWING FOR PRECISE
LOCATION OF THE COLUMN.
T/STEEL = 0'-0"
UNLESS NOTED OTHERWISE
#5 BAR 9" O.C. EACH WAY
WITH 3" BOTTOM COVER
BASE PLATE
GRAVEL BASE
BEAM TO COLUMN CONNECTIONS SHALL
BE DESIGNED BY THE STEEL
FABRICATOR TO RESIST THE
REACTIONS INDICATED ON THE
DRAWINGS OR ONE HALF THE
PUBLISHED UNIFORM LOAD CARRYING
CAPACITY OF THE SUPPORTED BEAMS
UNDISTURBED SOIL
SECTION AT TYPICAL COLUMN PAD
SCALE: 34 " = 1'-0"1'-0"3'-0" UNLESS NOTED OTHERWISECOLUMN HEIGHT VARIESFIELD VERIFY11'-0"2'-0"
TYPICAL FOOTING DETAIL
SCALE: 3 4 " = 1'-0"2
EXTERIOR BASEMENT WALLS:
58" DRYWALL ON 2X4 STUDS
WITH R-13 INSULATION FROM
TOP OF WALL TO SLAB RUB-R-WALL DAMP PROOFING ~ TYP
(2) #5 BARS TOP, MIDDLE &
BOTTOM CONTINUOUS
4"Ø PERF. DRAIN TILE SET IN
WASHED GRAVEL W/ SILT SOCK
AT EXTERIOR PERIMETER ~ TYP
#5 BARS VERTICAL AND HORIZONTAL
18" O.C. - 112" FROM INSIDE FACE OF
WALL
BASEMENT SLAB = -13'-10"
2"X4" MIN. KEYWAY
6" 6"
B/FOOTING TO BEAR
ON MIN1500 PSF SOIL (3) #5 BARS CONTINUOUS
WITH 3" COVERAGE ~ TYP10"TYPICAL FROST WALL DETAIL
SCALE: 34 " = 1'-0"3
(2) #5 BARS TOP, MIDDLE &
BOTTOM CONTINUOUS ~ TYP
2"X4" MIN. KEYWAY
6" 6"
B/FOOTING MIN 48"
BELOW GRADE AND
MIN.1500 PSF SOIL
(2) #5 BARS CONTINUOUS
WITH 3" COVERAGE ~ TYP
1'-0"VARIES
(SEE PLAN)
BACKFILL. COMPACT AT
AREAS OF PATIOS, FINISH
SURFACES, ECT AT GRADE
BACKFILL. COMPACT AT AREAS
OF PATIOS, ECT AT GRADE
112 "3"3"3"3"
HEATED SLAB :
4" CONCRETE SLAB W/ 6X6
W2.1 OVER 10 MIL V.B. ON
4" COMPRESSED GRAVEL
WITH R5 RIGID UNDER
ENTIRE HEATED SLAB
DOCUMENT:DRAWN BY:CHECKED:MA1 4 8 B u r l i n g t o n A v e n u eC l a r e n d o n H i l l s I l l i n o i s 6 0 5 1 4P 6 3 0 . 6 5 5 . 9 4 1 7PROJECT NO:21017MICHAEL ABRAHAMA R C H I T E C T U R Em i c h a e l - a b r a h a m . c o mSycamore Creek Residence10404 Ditch RoadCarmel, INIssued For Permit 06.08.22BBa2.0aFoundation PlanFOUNDATION PLAN
SCALE: 1/4" = 1'-0"
GENERAL FDN PLAN NOTES:
ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH LOCAL,
STATE AND NATIONAL CODES.
USE FIGURED DIMENSIONS ONLY; DRAWINGS ARE NOT TO BE
SCALED. ANY DIMENSIONAL DISCREPANCIES ARE TO BE
BROUGHT TO THE ARCHITECTS ATTENTION AFTER THE
CONTRACTOR HAS FIELD VERIFIED ALL DIMENSIONS.
CONTRACTOR TO EVALUATE SOIL UPON EXCAVATION.
CONTACT SOILS ENGINEER AS NEEDED
BOTTOM OF ALL EXTERIOR FOOTINGS, PIERS, ECT TO BE
BELOW FROST DEPTH, MINIMUM 4'-0" BELOW GRADE.
ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR
COMPACTED FILL HAVING A MINIMUM ALLOWABLE BEARING
CAPACITY OF 1500 PSF.
STORM WATER, WINDOW WELLS AND FOUNDATION DRAINS
MUST DISCHARGE TO STORM SEWER, NOT INTO SANITARY
SEWER. REFER TO CIVIL ENGINEERING DRAWINGS FOR FINAL.
BACKFILL 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 TO PREVENT DAMAGE BY BACKFILL.
PROVIDE 10' MIN. BETWEEN SUMP PUMP AND EJECTOR PIT.
MECHANICAL VENTILATION IN BASEMENT LEVEL TO PROVIDE
.35 AIR EXCHANGE PER HOUR.
0'-0"= ELEV. 845.92' 08/09/22