HomeMy WebLinkAboutS101 = Foundation PlanLEVEL 01
0"
T/SLAB
SEE PLAN
2
1
UNDISTURBED
SOIL1'-0"SLAB ON
GRADE w/ BFR
1/2" PREFORMED
EXP JOINT FILLER
STUD WALL
SEE ARCH
#4 AT 12"
EA WAY
8"
3'-0"
2- #4 x 48", 3/4" CLR
FROM T/SLAB
EDGE OF SLAB2"CLR2"NOTES:
1. PROVIDE CONTINUOUS PROTECTION AGAINST WATER INFILTRATION PRIOR TO
INSTALLATION OF VAPOR BARRIER AND POROUS SUB BASE. MAINTAIN VAPOR BARRIER
AND SUB BASE IN DRY CONDITION UNTIL BUILDING IS OCCUPIED.
2. PROVIDE ENGINEERED FILL IN AREAS THAT DO NOT STABILIZE UNDER PROOFROLLING.
PROOFROLLED
SUB-GRADE
NOTE 2
CONTINUOUS
VAPOR BARRIER
DRAINAGE COURSE
SLAB ON GROUND
T/SLAB
SEE PLAN
SEE PLANSEE PLANISOLATION
JOINT
CONSTRUCTION
JOINT
CONTRACTION
JOINT
NOTES:
1. LOCATE CONSTRUCTION JOINTS AT CONTRACTION JOINT LOCATIONS SHOWN ON PLAN. MATCH
CONTRACTION JOINT PROFILE.
2. MAXIMUM SPACING BETWEEN CONTRACTION JOINTS = 15'-0". SEE PLAN FOR LOCATIONS.
3. 3/4" x 1'-4" SMOOTH DOWEL AT 18 INCHES ON CENTER. SET AT T/2 BELOW TOP OF SLAB. GREASE
ONE END.
4. DO NOT PLACE DOWELS WITHIN 12" OF A SLAB CORNER.
1/2" FULL DEPTH
JOINT FILLERSEE NOTE 1
SEE NOTE 3 1-#4 EA SIDE
1/8" SAWN OR
PREFORMED JT
R=1/8" MAX
SOG SUB BASE SEE
PLAN AND TYP SOG
DETAILTT/32"
CL CL CL
INTERRUPT REINF
AT JOINTS (TYP)SEE PLANEXISTING
1/2" DIA, AT 18"x1'-6" SMOOTH
DOWELS. GREASE END OF
DOWEL IN NEW SLAB.
DRILL 6" INTO
EXISTING SLAB
T/SLAB
VIF
SOG SUB BASE
SEE PLAN AND
TYP SOG DETAIL
SOG
EQEQISOLATION JOINT
ISOLATION
JOINT
CONSTRUCTION OR
CONTRACTION JOINT (TYP)
1-#4 MID DEPTH
OF SLAB (TYP)
NOTE:
SEE PLAN FOR
JOINT LOCATIONS
CONSTRUCTION OR
CONTRACTION JOINT (TYP)
CONCRETE
INFILL
CONCRETE INFILL
INTERIOR
EXTERIOR
TYP
1'-0"
TYP
1'-0"3" MIN3"
MI
N
CONC FDTN
1-#4 MID DEPTH
OF SLAB (TYP)
COLUMN
COLUMN
COLUMN
#4 CONT
#4 AT 16"
3 MIN
1
3 MIN
1
#4 AT 16"
SOG SUB BASE SEE
PLAN AND TYP SOG
DETAIL (TYP)
2'-0"2'-0"
T
<TTTTT
2'-0"2'-0"3T MAXTT/SLAB 0"
5" SLAB ON GROUND
w/ 24 LBS/CY BFR ON 6"
DRAINAGE COURSE. SEE
2/S101 FOR SUB-BASE.
T/SLAB -1"
5" SLAB ON GROUND
w/ 24 LBS/CY BFR ON 6"
DRAINAGE COURSE. SEE
2/S101 FOR SUB-BASE.
T/SLAB -3"
5" SLAB ON GROUND
w/ 24 LBS/CY BFR ON 6"
DRAINAGE COURSE. SEE
2/S101 FOR SUB-BASE.
8'-0"3'-11" 14'-5"4'-5"4'-1"V.I.F.3'-4 1/2"18'-4"6'-3"
3'-6" 2'-9"5'-8"1'-3"10'-7"2'-7"11'-11" 3'-0"30'-0"20'-0"30'-0"8"8"8"8"
8"8"8"8"1'-8 1/2"1
S101
T/SLAB 1'-6 5/16"
T/SLAB 2'-0"
SEE ARCH DWGS
FOR EXTENT OF
SLAB DEPRESSION
SEE ARCH DWGS
FOR EXTENT OF
SLAB DEPRESSION
COORDINATE T/SLAB
ELEVATION WITH DEPRESSION
REQUIREMENTS SET FORTH BY
WOOD FLOORING MFR
COORDINATE T/SLAB
ELEVATION WITH DEPRESSION
REQUIREMENTS SET FORTH BY
GOLF SIMULATOR MFR
TYPSPLICE NEW SLAB
TO EXIST PER 6/S101
SPLICE NEW WALL TO
EXIST PER 8/S101 TYP
#4x24" AT 12" EF
DRILL AND ADHESIVE
ANCHOR 6" INTO EXISTING
FOUNDATIONS
T/EXISTING FDTN
SEE PLAN AND VIF
EXISTING FDTN
WALL AND FTG
FDTN WALL -SEE SPECIFIC WALL
SECTIONS FOR FURTHER
INFORMATION.
T/FDTN
SEE PLAN AND VIF
MIN4"NOTES:
1. ALIGN BOTTOM OF NEW AND EXISTING FOOTINGS. STEP
FOOTING AND WALL AS REQUIRED PER TYPICAL DETAILS.
2. EXTEND NEW FOUNDATIONS DOWN TO THE MINIMUM DEPTH.ARCHITECTCONSTRUCTION MANAGERPROJECTDRAWING TITLESEALSHEETPROJECT INFOREVISIONSDECEMBER 24, 2021 CLIENTB-S101OVERALL LEVEL 01FOUNDATION PLANFT. WAYNERIVERFRONTPROMENADE1/2" = 1'-0"1 TYPICAL FOUNDATION AT SLAB OFFSET
1/2" = 1'-0"5
ADDITIONAL SLAB REINFORCEMENT
AT RE-ENTRANT CORNERS
1/2" = 1'-0"2 TYPICAL SLAB ON GRADE DETAIL
1/2" = 1'-0"3 SLAB ON GRADE JOINTS
1/2" = 1'-0" 6 SLAB ON GRADE SPLICE TO EXISTING
1/2" = 1'-0"4 SLAB ON GRADE JOINTS AT COLUMNS
1/2" = 1'-0" 7 TYPICAL SLAB ON GRADE DEPRESSION DETAIL
1/8" = 1'-0" 9 ENTERTAINMENT LOUNGE - LOWER LEVEL 01
1/2" = 1'-0"8 FOUNDATION WALL SPLICE TO EXISTING ARCHITECTCLIENTPROJECTMERCHANTSCORPORATECENTERCARMEL, INDILLONCONSTRUCTIONGROUPCONSTRUCTION MANAGER17105 CLIENTPROJECTMERCHANTSOFFICE SUITECARMEL, INCONSTRUCTION MANAGER01/31/22