HomeMy WebLinkAboutS101 DEMO & FOUNDATION PLANSL1L1 L1 L1 L2 L1L1 L1E1 E2
EA
EB
EC
ED
EE
40' - 0" 170' - 0"40' - 0" 40' - 0" 40' - 0" 50' - 0"A
A
REFERENCE
ARCH DWGS
FOR CMU
DEMOLITION
INFORMATION
EX FTG TO REMAIN, TYP
EX STL COL TO REMAIN, TYP
EX PRECAST WALL
PANEL, TYP
APPROX LOCATION
OF EX FIRE RISER
APPROX LOCATION
OF EX WATER RISER
EX FTG BELOW
EX FTG
EX CMU WALL
EX FTG TO REMAIN
T/FTG = T/SLAB
TYP
A TYP
TYP
B
6
S302
1
E1 E2
EA
EB
EC
ED
EE
40' - 0"170' - 0"40' - 0" 40' - 0" 40' - 0" 50' - 0"A.8
B.4
B.9
C.3
C.6
1.1 1.3
A.1
2' - 4 1/4" FV 10' - 1 5/8" 12' - 4 3/8" 15' - 1 3/4" FV
CMU W1
EX CONC FTG, TYP
EX STL COL, TYP
F2.0x5.5
APPROX LOCATION
OF EX FIRE RISER
F2.0x5.5
F2.0B
F6.0
F2.0B
B TYP
EX PRECAST WALL
PANEL, TYP
1.6
F2.0A
6
S301
2' - 3 11/16"
2' - 3 11/16"
1 2
D
E
C
B
A
A
F7.0
F8.0
EX FTG
T/FTG 100' - 0"
T/FTG 100' -0"
B
B 2' - 6"1' - 3" 1' - 3"2' - 6"1' - 3" 1' - 3"F4C
C
C
C
C
D
3' - 4 1/4" FV 35' - 10 3/4" 9" FV13' - 9 1/2" 15' - 7 5/8" 10' - 6 7/8" FV 12' - 6 1/4" FV 14' - 4" 13' - 1 3/4" FVALIGN FACE OF
NEW CMU TO EX
FACE OF CMU
WF303
S301
TYP
9
S301
TB2
TB2
TB2
TB1
TB1
TYP
EX T/FTG 99' -4" (FV)
EX T/FTG 97' -4" (FV)
5
S302
4
S302
4
S302
F4C
4
S302
SIM
6
S302
4
S302
SIM
4
S302
SIM
E
E
B
TYP
POST FOR INTERMEDIATE
LANDING, TYP. COORDINATE ALL
SUPPORT LOCATIONS WITH STAIR
SUPPLIER PRIOR TO DEMOLITION.
SELF-SUPPORTING
STEEL PAN STAIR BY
STAIR CONTRACTOR
1
10
S302 1' - 6"Project Number
CERTIFIED BY
ISSUANCE INDEX
DATE:
PROJECT PHASE:
05/20/2021
5/19/2021 2:11:25 PMS101
DEMOLITION AND
FOUNDATION PLANS
2021.00173
05/03/2021
CONSTRUCTION DOCUMENTS
ARTISTIC COMPOSITE
PALLETS -PHASE 2
4518 WEST 99TH
STREET CARMEL, IN
46032
N
3/32" = 1'-0"S101
1 FOUNDATION DEMOLITION PLAN
3/32" = 1'-0"S101
2 FOUNDATION PLAN
N
GENERAL PLAN NOTES:
1. REFERENCE TOP OF SLAB (T/SLAB) = 100'-0" UNO.
2. TOP OF INTERIOR FOOTING ELEVATION = 99'-0" UNO.
3. TOP OF EX PERIMETER FOOTING ELEVATION = 99'-0" UNO (FIELD VERIFY).
4. REFER TO STRUCTURAL GENERAL NOTES, LEGEND, SCHEDULES, TYPICAL DETAILS, AND
SPECIAL INSPECTION REQUIREMENTS FOR ADDITIONAL INFORMATION.
5. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION AND DIMENSIONS.
6. PROVIDE ADDITIONAL SLAB ON GRADE REINFORCEMENT AT RE-ENTRANT CORNERS PER THE
"TYPICAL ADDITIONAL SLAB ON GRADE REINFORCEMENT AT RE-ENTRANT CORNERS" DETAIL.
7. COORDINATE LOCATIONS OF ALL EMBEDS / OPENINGS / SLEEVES WITH MEP, WALL SYSTEMS,
EQUIPMENT SUPPLIERS, AND ALL OTHER AFFECTED TRADES PRIOR TO PLACING CONCRETE.
8. LOCATE ALL EXISTING BELOW GRADE UTILITIES PRIOR TO EXCAVATION AND INSTALLATION OF
NEW WORK. NOTIFY ENGINEER OF ANY INTERFERENCES.
GENERAL PLAN NOTES:
1. REFER TO STRUCTURAL GENERAL NOTES, LEGEND, SCHEDULES, TYPICAL DETAILS, AND SPECIAL INSPECTION
REQUIREMENTS FOR ADDITIONAL INFORMATION.
2. REFERENCE ARCHITECTURAL DEMOLITION DRAWINGS FOR ADDITIONAL INFORMATION
3. EXCAVATION EXTENTS SHALL BE MINIMIZED AS PRACTICAL TO INSTALL NEW WORK.
4. UNDERPINNING OF EXISTING FOUNDATIONS PER THE CONTRACTOR AS REQUIRED FOR INSTALLATION OF NEW WORK.
5. VERIFY ALL EXISTING CONDITIONS PRIOR TO PROCEEDING WITH NEW WORK. NOTIFY ENGINEER OF ANY DISCREPANCIES.
6. PROTECT ALL ITEMS TO REMAIN.
KEYED PLAN NOTES:
SAWCUT AND REMOVE EXISTING SLAB AS REQUIRED TO INSTALL NEW WORK. EXCAVATE EXISTING SUBGRADE
AS REQUIRED TO INSTALL NEW WORK. DO NOT UNDERMINE EXISTING FOUNDATIONS.
DEMOLISH EXISTING WALL FOOTING AS REQUIRED TO INSTALL NEW WORK. EXCAVATE EXISTING SUBGRADE AS
REQUIRED TO INSTALL NEW WORK. DO NOT UNDERMINE EXISTING FOUNDATIONS.
A
KEYED PLAN NOTES:
APPROXIMATE LOCATION OF EXISTING WATER RISER. CONTRACTOR TO LOCATE
UNDERGROUND PIPE PRIOR TO NEW WORK. NOTIFY ENGINEER IF PIPE INTERFERES
WITH NEW WORK.
PROVIDE NEW SLAB ON GRADE TO MATCH EXISTING TO REPLACE DEMOLISHED
SLAB, TYPICAL. REFER TO TYPICAL DETAILS FOR ADDITIONAL INFORMATION.
PROVIDE TOOLED CONTROL JOINTS AT LOCATIONS OF EXISTING SLAB JOINTS AND
AT A SPACING SUCH THAT NO PANEL EXCEEDS A 2:1 RATIO. DO NOT PROVIDE
JOINTS IN TIE BEAMS.
INDICATES HELICAL PILE. DESIGN FOR WORKING LOADS OF 31 KIP COMPRESSION.
INDICATES HELICAL PILE. DESIGN FOR WORKING LOADS OF 40 KIP COMPRESSION.
FTG STEP. SEE "TYPICAL STEPPED FOOTING" DETAIL.
A
B
CONTRACTOR NOTES
1. DOCUMENTATION OF HIDDEN AND SUBGRADE EXISTING
CONSTRUCTION WAS NOT AVAILABLE DURING THE DESIGN PHASE.
EXISTING FOUNDATIONS AND OTHER HIDDEN EXISTING ELEMENTS
SHOWN ON THESE DOCUMENTS ARE BASED ON ASSUMED SIZES,
CONFIGURATIONS AND ELEVATIONS AND ARE PROVIDED FOR
REFERENCE ONLY.
2. CONTRACTOR SHALL FIELD VERIFY AND PRESENT FINDINGS TO THE
A/E FOR REVIEW IDENTIFYING THE EXACT CONFIGURATION OF
EXISTING CONSTRUCTION PRIOR TO FABRICATION AND INSTALLATION
OF NEW STRUCTURAL ELEMENTS.
3. CONTRACTOR SHALL ALERT THE A/E OF ANY REQUIRED REVISIONS TO
THE DESIGN NECESSARY TO ACCOMMODATE EXISTING CONDITIONS
THAT DIFFER FROM THE ASSUMPTIONS DEPICTED HEREIN.
C
D
B E
REVISION SCHEDULE
NO. DESCRIPTION DATE
1 ADDENDUM 1 05/20/2021
06/08/21