HomeMy WebLinkAboutS112-G-GARAGE-REINF.-PLAN-Rev.2G1 G2 1 2 3 4 5 6 7 8 9
F
GA
GB
GA.6
GA.3
GA.7
8.6
(7) #5X12'-0" T
(7) #5X14'-0" T
(7) #5X12'-0" T
(7) #5X14'-0" T (7) #4X18'-0" B
(7) #5X7'-0" T
(7) #5X7'-0" T
(7) #5X14'-0" T
(7) #5X7'-0" T
(7) #5X7'-0" T
(18) #4X22'-0" B
#5X7'-0" @15"OC T
(7) #5X14'-0" T (7) #5X9'-0" T
#5X9'-0" @12"OC T
(7) #5X9'-0" T
(6) #5 T&B
#5X6'-0" @12"OC T
#5X8'-0" @15"OC T
#5X7'-0" @15"OC T
#4X11'-0" @15"OC B
#5X11'-0" @15"OC T
(6) #5X11'-0" T
(6) #5X11'-0" T
PLACE SLAB REBAR
ADJACENT TO BEAM
TOP STEEL
(24) #4X24'-0" @15"OC B
#4X10'-0" @15"OC B
#5X11'-0" @15"OC T #5X11'-0" @15"OC T #5X11'-0" @15"OC T #5X11'-0" @15"OC T #5X11'-0" @15"OC T #5X11'-0" @15"OC T #5X11'-0" @15"OC T #5X11'-0" @15"OC T #5X11'-0" @15"OC T #5X11'-0" @15"OC
T #5X11'-0" @15"OC T #5X11'-0" @15"OC T #5X11'-0" @15"OC T #5X11'-0" @15"OC T #5X11'-0" @15"OC T
#4X10'-0" @15"OC B #4X10'-0" @15"OC B #4X10'-0" @15"OC B #4X10'-0" @15"OC B #4X10'-0" @15"OC B #4X10'-0" @15"OC B #4X10'-0" @15"OC B #4X10'-0" @15"OC B #4X10'-0" @15"OC B #4X10'-0" @15"OC
B #4X10'-0" @15"OC B #4X10'-0" @15"OC B #4X10'-0" @15"OC B #4X10'-0" @15"OC B
#5X7'-0" @15" OC T
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
S112-G
GARAGE REINF.
PLAN
S112-G SCALE: 3/32" = 1'-0"
1 INTER. GARAGE LEVEL - REINF.
MILD REINFORCING PLAN NOTES:
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 SLAB TYPICAL DETAILS,
INCLUDING ADDITIONAL MILD REINFORCING REQUIRED AT SHEAR WALLS,
COLUMN INTEGRITY STEEL, TRIM BARS AROUND OPENINGS, AT CORNERS, ETC.
4. REF. S110-G LAYOUT PLAN FOR DIMENSIONS TO SLAB EDGES.
5. REF. S111-G POST TENSIONED PLAN FOR LAYOUT OF PT TENDONS,
TENDON STRESSING, STRESSING ORDINATES, ETC.
6. FLOOR CONSTRUCTION: REF. PLAN FOR SLAB THICKNESS, UNBONDED PT ONE WAY
AND TWO-WAY CONCRETE SLABS
7. REF. PLAN FOR T.O.S. ELEV.
8. ALL REINFORCING STEEL TO BE EPOXY COATED
9. SLAB TOP BAR AND TOP TENDON COVER - 1" TYP, UNO.
SLAB BOTTOM BAR AND BOTTOM TENDON COVER - 1", TYP. UNO.
10. TYPICAL SPACING OF TOP & BOTTOM BARS IS 12" O.C., U.N.O.
11. 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
05/01/18
Nick Mishler