HomeMy WebLinkAboutS301 - FOUNDATION DETAILSSEE SCHEDULE FOR SILL
PLATE ANCHORAGE
CONT. 2x WOOD SILL
PLATE (MATCH STUD
THICKNESS)
FACE BRICK, SEE ARCH.
2x WOOD STUD BEARING
WALL, SEE SCHEDULE
STUD WALL SHEATHING
SEE SCHEDULE
6" CONC. STEM WALL
REINFORCED WITH
(2) #5 x CONT. HORIZ.
AND #5 VERT. AT 18" O.C.
SEE SCHEDULE FOR FOOTING SIZE AND
REINFORCEMENT REQUIREMENTS
SEE FOUNDATION PLAN
FOR SLAB SPECIFICATIONS
2" RIGID INSULATION
TERMINATE VERTICAL
BARS INTO FOOTING
WITH STANDARD ACI 90
DEG HOOK
SEE PLAN
FINISH FLOORGRADE OR EXT.
PAVEMENT, SEE CIVIL
V.I.F.1' - 4" TYP.1/2" EXPANSION
MATERIAL
30" BELOW GRADE MIN.VARY WITH GRADESEE SCHEDULECLR3"SEE SCHEDULE
CLR
3"
CLR
3"
SEE SCHEDULE FOR COLUMN
BASE PLATE SIZE AND
ANCHORAGE REQUIREMENTS
SEE SCHEDULE FOR
FOOTING SIZE AND
REINFORCEMENT
REQUIREMENTS
STEEL COLUMN, SEE PLAN AND
SCHEDULE (POCKET IN WOOD
STUD WALL). FILL WITH SPRAY
FOAM INSULATION
SEE FOUNDATION PLAN
FOR SLAB SPECIFICATIONS
2" RIGID INSULATION
FACE BRICK, SEE ARCH.
TURN SLAB DOWN ON TO FOOTING
SEE PLAN
FINISH FLOOR
GRADE OR EXT. PAVEMENT,
SEE CIVIL
1/2" EXPANSION MATERIAL
WATERPROOF COLUMN AND
BASE PLATE BELOW SLAB WITH
ASPHALT MASTIC
#15 FELT BOND BREAKER
AROUND COLUMN
CLR.
3"
CLR.
3"
SEE SCHEDULE VARY W/ GRADESEE SCHEDULECLR.3"30" BELOW GRADE MIN.GARAGE DOOR, SEE ARCH.
SEE SCHEDULE FOR FOOTING
SIZE AND REINFORCEMENT
REQUIREMENTS
SEE FOUNDATION PLAN FOR
SLAB SPECIFICATIONSEXTERIOR PAVEMENT,
SEE CIVIL
TERMINATE VERTICAL BARS
INTO FOOTING WITH
STANDARD ACI 180 DEG HOOK
2" RIGID INSULATION
TURN SLAB DOWN ONTO STEM
WALL, REINFORCE WITH (2) #4's
1/2" DIA. x 2'-0" SMOOTH
DOWELS AT 24" O.C.
EXT. WALL BEYOND STEM WALL BEYOND
SLOPE
1/2" EXPANSION MATERIAL
VARY WITH GRADESEE SCHEDULECLR3"SEE SCHEDULE
CLR
3"
CLR
3"30" BELOW GRADE MIN.1' - 4"SEE FOUNDATION PLAN FOR
SLAB SPECIFICATIONS
DOOR OPENING, SEE ARCH.
CONTINUE STEM WALL
REINFORCEMENT
THOUGH OPENING
SEE SCHEDULE FOR FOOTING SIZE AND
REINFORCEMENT REQUIREMENTS
EXTERIOR PAVEMENT,
SEE CIVIL
TERMINATE VERTICAL BARS
INTO FOOTING WITH
STANDARD ACI 180 DEG HOOK
2" RIGID INSULATION
TURN SLAB DOWN ONTO STEM
WALL, REINFORCE WITH (2) #4's
1/2" DIA. x 2'-0" SMOOTH
DOWELS AT 24" O.C.1/2" EXPANSION MATERIAL
VARY WITH GRADESEE SCHEDULESEE SCHEDULE30" BELOW GRADE MIN.CLR3"CLR
3"
CLR
3"
#5 VERTICAL REBAR AT 12" O.C.
TERMINATE INTO FOOTING WITH
STANDARD ACI 90 DEGREE
SEE FOUNDATION PLAN
FOR SLAB SPECIFICATIONS
SEE SCHEDULE FOR ELEVATOR
PIT SIZE AND REINFORCEMENT
REQUIREMENTS
PVC WATERSTOP
SEE PLAN
T.O. FOOTING
SEE PLAN
FINISH FLOOR
MASONRY WALL REINFORCEMENT,
SEE S500 FOR DETAILS
8" CONCRETE WALL REINFORCED WITH
#5 REBAR AT 12" O.C. EACH WAY
#5 VERTICAL REBAR AT 32" O.C.
TERMINATE INTO CONCRETE
PER LAP SCHEDULE
SEE SCHEDULE FOR SILL
PLATE ANCHORAGE
CONT. 2x WOOD SILL PLATE
(MATCH STUD THICKNESS)
FACE BRICK, SEE ARCH.
2x WOOD STUD WALL,
SEE SCHEDULE
STUD WALL SHEATHING
SEE SCHEDULE
EXTERIOR FINISH, SEE
ARCH.
1/2" EXPANSION MATERIAL
6" CONC. STEM WALL
REINFORCED WITH
(2) #5 x CONT. HORIZ.
AND #5 VERT. AT 18" O.C.
SEE SCHEDULE FOR FOOTING SIZE AND
REINFORCEMENT REQUIREMENTS
TERMINATE VERTICAL
BARS INTO FOOTING
WITH STANDARD ACI 90
DEG HOOK
GRADE OR EXT.
PAVEMENT, SEE CIVIL
1/2" EXPANSION MATERIAL
VARY WITH GRADESEE SCHEDULESEE SCHEDULE30" BELOW GRADE MIN.GRADE OR EXT.
PAVEMENT, SEE CIVIL
SEE SCHEDULE SEE SCHEDULECLR.3"CLR.
3"
CLR.
3"
SEE SCHEDULE FOR SILL
PLATE ANCHORAGE
2x WOOD STUD BEARING
WALL, SEE SCHEDULE
STUD WALL SHEATHING
SEE SCHEDULE
SEE SCHEDULE FOR FOOTING SIZE AND
REINFORCEMENT REQUIREMENTS
SEE FOUNDATION PLAN
FOR SLAB SPECIFICATIONS
TERMINATE VERTICAL
BARS INTO FOOTING
WITH STANDARD ACI 90
DEG HOOK
6" CONC. STEM WALL
REINFORCED WITH
(2) #5 x CONT. HORIZ.
AND #5 VERT. AT 18" O.C.1' - 4"1/2" EXPANSION MATERIAL,
EACH SIDE
VARIESINEGSS
LOINA E NPROF REEN o.
GRE S
DRETEI
STATE OF
NA ADNII
11100391 NNAMFFOHHPESOJ
SHEET NUMBER:
PROJECT NUMBER: DRAWN BY:PROJECT TITLE:This is an original design, created by KJG Architecture,
Inc. The concepts, ideas, plans and details are the sole
property of KJG Architecture, Inc. None of the
aforementioned shall be used by or disclosed to any
person, firm or organization for any purpose without the
prior written permission of KJG Architecture, Inc.
NO. DESCRIPTION:DATE
ISSUED:
DRAWING TITLE:
PROFESSIONAL SEAL:
PROJECT DATE:
DISCLAIMER:
KJG ENGINEERING
527 Sagamore Pkwy W., Suite 101
West Lafayette, Indiana 47906
Ph: 765.497.4598 Fx: 765.497.4599
www.kjgengineering.com
08/16/2021MÉLANGE FLATSBUILDING 12VETERANS WAY & MONON GREEN BOULEVARDCARMEL, INDIANA 4603208/16/2021
S301
FOUNDATION
DETAILS
E2020.174 KBM
3/4" = 1'-0"S301
1 EXTERIOR FOUNDATION WALL
3/4" = 1'-0" S301
3 EXTERIOR COLUMN FOOTING
3/4" = 1'-0" S301
4 FOUNDATION WALL AT GARAGE DOOR
3/4" = 1'-0"S301
5 FOUNDATION WALL AT MAN DOOR
3/4" = 1'-0" S301
7 ELEVATOR PIT
3/4" = 1'-0" S301
6 FOUNDATION WALL AT BUMPOUT
3/4" = 1'-0" S301
2 INTERIOR FOUNDATION WALL
1 CONSTRUCTION SET 08/16/21
2 ADDENDUM 1 11/01/21
01/31/22