HomeMy WebLinkAboutS111-G-GARAGE-PT-PLAN-Rev.2G1 G2 1 2 3 4 5 6 7 8 9
F
GA
GB
GA.6
GA.3
GA.7
8.6
374K
4.00 1.75 6.25
240K
3.00 6.25 6.25 4.50 4.00
4.00 3.00 6.25 1.75 6.25 4.50 6.25 4.00
4.00 1.75 4.00
20
K/FT
4.00 1.75 6.25
6
K/FT 4.00 6.25 3.00
4.00 1.75 6.25
14
K/FT 4.00 6.25 1.75 6.25 1.75 6.25 1.75 6.25 1.75 6.25 1.75 6.25 1.75 6.25 1.75 6.25 1.75 6.25 1.75 6.25 1.75 6.25 1.75 6.25 1.75 6.25 1.75 6.25 1.75 6.25 1.75 4.00
4.00 1.75 6.25
14
K/FT 4.00 6.25 1.75 6.25 1.75 6.25 1.75 6.25 1.75 6.25 1.75 6.25 1.75 6.25 1.75 6.25 1.75 6.25 1.75 6.25 1.75 6.25 1.75 6.25 1.75 6.25 1.75 6.25 1.75 6.25 1.75 6.25 1.75 4.00
3.00 6.25 1.75 4.00
6
K/FT
C.G.
C.G.
EQ EQ EQ
C.G.
C.G.
PROVIDE (2) TENDONS @ SLAB
C.G. FOR TEMP & SHRINKAGE
BETWEEN, BEAMS TYP.
TENDONS TO BE EQUALLY
SPACED IN SPAN.
EQ EQ EQ EQ
C.G.
C.G.
C.G.
C.G.
C.G.
C.G.
PROVIDE (3) TEMP &
SHRINKAGE TENDONS
EQUALLY SPACED
SHEET PROJECT INFO SEAL REVISIONS DRAWING TITLE PROJECT ARCHITECT
MERCHANTS
CORPORATE
CENTER
CARMEL, IN
CLIENT
# DESCRIPTION DATE
NOVEMBER 10, 2017
17104
ISSUED FOR
CONSTRUCTION
2017-11-10
S111-G
GARAGE PT PLAN
S111-G SCALE: 3/32" = 1'-0"
1 INTER. GARAGE LEVEL - PT
1. REF. S001-G FOR STRUCTURAL NOTES, SCHEDULES & DESIGN DATA.
2. REF. S500-G FOR CONCRETE COLUMN SCHEDULE & DETAILS.
3. REF. S400-402-G FOR POST-TENSIONED CONCRETE TYPICAL DETAILS.
4. REF. S110-G LAYOUT PLAN FOR DIMENSIONS TO SLAB EDGES.
5. REF. S112-G MILD REINFORCEMENT PLAN FOR SIZE &
SPACING OF MILD REINFORCEMENT.
6. FLOOR CONSTRUCTION: REF. PLAN FOR SLAB THICKNESS, UNBONDED PT ONE
WAY AND TWO-WAY CONCRETE SLABS UNO.
A. TENDONS ARE UNIFORMLY SPACED IN THE EAST-WEST DIRECTION.
B. BANDED TENDONS SPAN IN THE NORTH-SOUTH DIRECTION.
C. FORCES SHOWN ON THE PLAN ARE FINAL EFFECTIVE PRESTRESS FORCES.
D. TENDON ORDINATES, INDICATED, ARE MEASURED IN INCHES FROM THE
BOTTOM OF THE SLAB OR BEAM SOFFIT TO THE CENTERLINE OF THE TENDON.
E. ANCHOR TENDONS AT MID-DEPTH OF SLAB AT PERIMETER AND AT OPENINGS.
7. REF. PLAN FOR T.O.S. ELEV.
8. GENERALLY, WHERE TWO LAYERS OF REINFORCING OR TENDONS INTERSECT,
PLACE REINFORCING AND TENDONS PARALLEL TO THE NORTH-SOUTH DIRECTION
IN THE OUTER MOST LAYER.
9. SLAB TOP BAR AND TOP TENDON COVER - 1" TYP, UNO.
SLAB BOTTOM BAR AND BOTTOM TENDON COVER - 1", TYP. UNO.
10. PLAN LEGEND:
FF DENOTES FINISH FLOOR
T/'X' DENOTES TOP OF WALL, BEAM, ETC.
B/'X' DENOTES BOTTOM OF WALL, BEAM, ETC.
FD DENOTES FLOOR DRAIN, REF. 'P' DWGS.
PD DENOTES PLAZA DRAIN, REF. 'P' DWGS.
DENOTES SHEAR WALL HOLDDOWN
BD DENOTES BEAM DEPTH
55K/FT DENOTES EFFECTIVE POST-TENSIONING FORCE
AFTER ALL LOSSES FOR DISTRIBUTED TENDONS
600K DENOTES EFFECTIVE POST-TENSIONING FORCE
AFTER ALL LOSSES FOR BANDED TENDONS
DENOTES DEAD END OF TENDON
POST TENSIONED PLAN NOTES:
05/01/18
Nick Mishler