HomeMy WebLinkAboutS100 Foundation PlanTOP OF FOOTING ELEV
UNO (WHERE SHOWN)
LEGEND
= TOP OF FOOTING ELEVATION
UNLESS NOTED OTHERWISE
= STEP FOOTING (REFER TO TYPICAL DETAILS)
= CONSTRUCTION JOINT
= SAWCUT GROOVE JOINT (CONTROL JOINT)
= NO PIER
= NO FOOTING
= MATCH EXISTING
SF
CJ
SJ
NP
NF
ME
-5'-0"
FOOTING MARK
(SEE FOOTING SCHEDULE)FX
-96'-0"
PIER MARK
(SEE PIER SCHEDULE)
PX
TOF
ELEV
NOTES
1. DATUM ELEVATION = FINISHED GROUND FLOOR = 0'-0" (100' -0").
2. REFER TO S001 AND S002 FOR GENERAL NOTES. REFER TO S101 FOR
COLUMN AND SLAB PLAN. REFER TO S502 FOR FOUNDATION WALL AND
FOOTING SCHEDULE.
3. TOP OF PIER IS (-0'-8") UNLESS OTHERWISE NOTED.
4. (+/-) X'-XX" DENOTES TOP OF FOOTING ELEVATION WITH RESPECT TO DATUM
ELEVATION.
5. COLUMN PIERS AND GRADEWALLS SHALL BE CAST INTEGRAL. WALL
REINFORCING SHALL BE CONTINUOUS THROUGH PIERS. REFER TO TYPICAL
DETAILS.
6. COORDINATE LOCATION OF PIPES PENETRATING FOUNDATION WALLS WITH
MECH. DRAWINGS. PROVIDE PIPE SLEEVES AT PENETRATIONS, REFER TO
TYPICAL DETAILS.
A A
B B
C C
D D
1
1
2
2
3
3
3.8
3.8
4
4
5
5
6
6
F
3.9
E
5'-1 3/4"33'-3"14'-11 1/4"10'-5 5/8"5'-1 1/8"12'-6 5/8"16'-6 5/8"31'-6"23'-8 1/2"6'-9 1/2"24'-6 1/4"6'-11 3/4"31'-10"10'-7 7/8"16'-6"
1 8 '-8 "33.00°96'-0"
F12
96'-0"
F15.1
96'-0"
F20
96'-0"
F15.1
96'-0"
F6
96'-0"
F12
96'-0"
F15
96'-0"
F14
96'-0"
F10
96'-0"
F5
96'-0"
F8
96'-0"
F14
96'-0"
F14
96'-0"
F14
96'-0"
F10
96'-0"
F5
96'-0"
F4
96'-0"
F4
96'-0"
F10
96'-0"
F15.1
96'-0"
F8
96'-0"
F6
96'-0"
F8
96'-0"
F6
96'-0"
F15
95'-0"
F15
95'-0"
F14F12F12F12F12
F15 F15F15
F15
F15F15F 1 5
96'-0"
SF1
96'-0"
SF1
96'-0"
SF1
96'-0"
SF1
96'-0"
SF1
96'-0"
SF1
96'-0"
SF1
SUMP. COORDINATE WITH
ELEVATOR SUPPLIER.
95'-0"F15F 1 5
F 1 5
96'-0"
SF1 5.5
5.513'-8 3/4"18'-8 3/4"15 7/8"9"5.6
5.6 33.00°0'-3"
2
'-1"
4 '-1 "1'-3"1'-3"8'-0"1'-3"6'-8 1/2"
P6
P5
P3
P5
P3
P1
P1
P1
P5
P3P3P6P6
P3
P6
P3
P4
P3
P6P6
P6P7
A.5 A.5
B.3 B.3
2.7
2.7
D.3
99'-7"
F6
LOCATE FOOTING AT
LANDING OF PRECAST STAIR
8'-8"+/-
STRIP FOOTING.
COORDINATE WITH STAIR
LANDING.78.00°5
S501
TYP. 3
6
S500
96'-0"
SF1
2 '-1 "5 '-1 "1
S501
1
S501
1
S501
1
S501
1
S501
4
S501
3
S501 12.00°90.00°
E.1
E.1
2 '-1 "18
'-9
5
/8"13'-
5
1/4"
8
'-0
1
/8"61
'-11
1
/4"
1
'-3"
7" BRICK LEDGE (TYP)
7" BRICK LEDGE (TYP)
7" BRICK LEDGE (TYP)
7" BRICK LEDGE (TYP)
7" BRICK LEDGE (TYP)
7" BRICK LEDGE (TYP)2'-4"2'-4"
1
'-10"1'-10"
1 '-1 0 "1
'-4"2'-4"2'-4"
1'-4"
1'-4"
96'-0"
SF1
1'-4"
1'-0"1'-4"11
S501
1 '-1 0 "1'-
4
"1'-4"1'-0"1'-4"1'-0"1'-4"1'-0"1'-0"1'-0"P7
11
S501
2
S501
2
S501
2
S501
2
S501
COORD. DIMS WITH FINAL
ELEVATOR SELECTION
4'-5 3/4"
152'-5 7/8"
B.5 B.5
12
S501
N
1 0 "SIM.
SIM.
2 '-1 "0'-10"2'-
1
"
2
S501
SIM.
1
S501
SIM.
1'-0"1'-0"
P6
P3 P3 P3
PROVIDE ENGINEERED SHORING FOR
EXCAVATION TO ENSURE EXCAVATION
WILL COMPLY WITH OSHA REQUIREMENTS
AND TO ENSURE PROTECTION OF THE
ADJACENT BUILDING. COORDINATE
EXTENTS REQUIRED WITH FIELD
CONDITIONS. SUBMIT PLANS SIGNED AND
SEALED BY A REGISTERED NEW YORK
STATE PROFESSIONAL ENGINEER.
7 5/8"
ANTICIPATED
CLOSEST POINT
TO PROPERTY
LINE. COORD.
WITH SITE AND
ARCH.
APPROXIMATE LOCATION OF
PROPERTY LINE. COORDINATE WITH
SITE, ARCH. AND SURVEY
INFORMATION.DO NOT LOCATE
BUILDING BASED ON STRUCTURAL
DRAWINGS. LINE IS PROVIDED HERE
FOR INFORMATION ONLY.
20'-0"
8'-0"
1'-3"
10'-9"9'-3"10'-9"DATE:
PROJECT:
OTHER:
DRAWN BY:
A
B
C
D
E
F
G
A
B
C
D
E
F
G
1 2 3 4 5 6 7 8 9 10
1 2 3 4 5 6 7 8 9 10
Architecture
Planning
Interior Design
11 12
H
I
11 12
H
I
619 West State Street
Ithaca, New York 14850
132 E. Jefferson Street
Syracuse, New York 13202
p 607 273 7600 www.holt.com
phone: (585) 482-8130
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ROCHESTER, NEW YORK 14609
1653 EAST MAIN STREET
Structural Engineering Consultants2/10/2021 4:46:42 PMS100
FOUNDATION
PLAN
02/05/2021
2018089
NH Carpenter Park, Ithaca, NY 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDING3/16" = 1'-0"1 FOUNDATION PLAN
PIER SCHEDULE
PIER DESCRIPTION REINFORCING
P1 18" DIAMETER (6)-#7 BARS WITH #3 TIES AT 12" o/c
P3 24" X 24"(8)-#6 BARS WITH #3 TIES AT 12" o/c
P4 24" X 30"(8)-#6 BARS WITH #3 TIES AT 12" o/c
P5 30" X 30"(8)-#7 BARS WITH #3 TIES AT 12" o/c
P6 24" X 36"(8)-#7 BARS WITH #3 TIES AT 12" o/c
P7 36" X 36"FULL DEPTH ANCHOR RODS W/ #4 TIES AT 4" O/C
STRIP FOOTING SCHEDULE
MARK DESCRIPTION WIDTH DEPTH REINFORCING
SF1 CONTINUOUS STRIP FOOTING 2'-0" 1'-0" (2)-#5 BARS, CONTINUOUS
FOUNDATION WALL SCHEDULE
MARK
DESCRIPTION
THICKNESS LAYERS
VERTICAL
DOWELS
W/HOOK
VERTICAL
BARS
HORIZONTAL
BARS
F12 12" C.I.P. FOUNDATION WALL 12" 2 #5 AT 12"
O/C
#5 AT 12"
O/C
#5 AT 12" O/C
F15 15" C.I.P. FOUNDATION WALL 15" 2 #5 AT 12"
O/C
#5 AT 12"
O/C
#5 AT 12" O/C
RECTANGULAR COLUMN FOOTING SCHEDULE
MARK LENGTH WIDTH THICKNESS REINFORCING
F4 4'-0"4'-0"16" (5)-#5 BARS EA. WAY
F5 5'-0"5'-0"16" (6)-#5 BARS EA. WAY
F6 6'-0"6'-0"16" (7)-#5 BARS EA. WAY
F8 8'-0"8'-0"20" (9)-#7 BARS EA. WAY
F10 10'-0"10'-0"24" (11)-#7 BARS EA. WAY
F12 12'-0"12'-0"24" (13)-#7 BARS EA. WAY TOP AND BOTTOM
F14 14'-0"14'-0"28" (19)-#7 BARS EA. WAY
F15 15'-0"15'-0"30" (18)-#7 BARS EA. WAY TOP AND BOTTOM
F15.1 15'-0"15'-0"54" (22)-#8 BARS EA. WAY TOP AND BOTTOM
F20 20'-0"20'-0"72" (40)-#8 BARS EA. WAY TOP AND BOTTOM
REVISION SCHEDULE
NAME DATE
02/10/2021
Received by DiMarco 2/15/2021