HomeMy WebLinkAboutS001.42'-0" x 1'-0" CONC. FTG.
w/3-#5 CONT.2' - 0"
SEE PLAN
10" CONC. FOUNDATION
WALL w/ #5 @ 12" O.C. EA.
WAY
1 1/2" CLR.
2x4 KEYWAY
PROVIDE 15 MIL VAPOR BARRIER ON
MIN. 4" COMPACTED GRANULAR FILL.
VARIES
2x6 WALL FRAMING & SHEATHING
+99'-8"
+98'-0"
4" CONC. SLAB w/ WWF
1/4" ISOLATION JOINT
APPROX. GRADE
BRICK VENEER
PER ARCH. DWGS.
1/2" DIA. ANCHOR BOLTS, 12" LONG + 3" HOOK,
4" PROJECTION AT 24" O.C.
2'-0" x 1'-0" CONC. FTG.
w/3-#5 CONT.2' - 0"
SEE PLAN
10" CONC. FOUNDATION WALL
w/ #5 @ 12" O.C. EA. WAY
1 1/2" CLR.
2x4 KEYWAY
PROVIDE 15 MIL VAPOR BARRIER ON
MIN. 4" COMPACTED GRANULAR FILL.
VARIES
+98'-1"
4" CONC. SLAB w/ WWF
FORM 1/2" DEEP NOTCH
BEHIND O.H. DOOR
OVERHEAD DOOR
SLOPE SLOPE
+98'-9"
1/2" ISOLATION JOINT
EXTERIOR CONC. SLAB
#4 @ 12" O.C.
24" 24"
24"
AS SHOWN ON PLAN
SEE PLAN
1' - 2"3" CLR.4'-0" x 4'-0" CONC. FTG.
w/5-#5 EA. WAY
MIN. 4" PEA GRAVEL IN CRAWL
SPACE ON 15 MIL VAPOR BARRIER
COORD. ELEVATION
w/ LUMBER SUPPLIER
16" x 16" CONC. PIER w/4-#6
VERT. & #3 TIES @ 8" O.C.
(2) 1/2" DIA. ANCHOR BOLTS, 12" LONG + 3" HOOK,
4" PROJECTION
TREATED WOOD PLATE
+88'-10 3/4"8" 1' - 2 1/2" 9 1/2"
SLAB ON GRADE w/ WWF SLAB ON GRADE w/ WWF
STEEL COLUMN
PER PLAN
ANCHOR AND BASEPLATE
PER TYPICAL DETAILS ON
S401
3" CLR.5'-0" x 5'-0" CONC. FTG.
w/5-#5 EA. WAY
+88'-10 3/4"
+87'-10 3/4"
1' - 8"1' - 8" 1' - 0"1' - 0" SLAB ON GRADE w/ WWF
SLAB ON GRADE w/ WWF
3-#5 CONT.
1
1
6"
CONC. WALL
STEEL BEAM
5/8" x 5 1/2" x 12" BEARING PLATE
w/ (2) 1/2" DIA. ANCHOR BOLTS,
GA. = 9".
COORD. w/ BEAM DEPTH
10" CONC. FOUNDATION WALL
w/ #5 @ 12" O.C. EA. WAY
1 1/2" CLR.
TREATED 2x6 SILL
11 7/8" DEEP WOOD "I"
JOIST
+98'-9 7/8"
CONT. LVL
+100'-0"
3/4" WOOD FLOOR
DECKING
WALL FRAMING & SHEATHING
APPROX. GRADE
1/2" DIA. ANCHOR BOLTS, 12" LONG + 3" HOOK,
4" PROJECTION AT 24" O.C.
EXTERIOR SLAB w/ WWF
1/4" ISOLATION JOINT
12" CONC. BASEMENT WALL
w/ #5 @ 12" O.C. EA. WAY,
EA. FACE
TREATED 2x6 SILL
11 7/8" DEEP WOOD "I"
JOIST
WALL FRAMING & SHEATHING
BRICK VENEER
PER ARCH. DWGS.
3/4" WOOD FLOOR
DECKING
+98'-9 7/8"
1/2" DIA. ANCHOR BOLTS, 12" LONG + 3" HOOK,
4" PROJECTION AT 24" O.C.
+100'-0"
CONT. LVL
6"
+98'-9 7/8"
10" CONC. FOUNDATION WALL
w/ #5 @ 12" O.C. EA. WAY
1 1/2" CLR.
4'-0" x 1'-0" CONC. FTG. w/5-#5 CONT. &
#5 @ 12" O.C. TRANSVERSE.
1'-4" CONC. BLOCK FOUNDATION
WALL (4+8+4) w/ #5 @ 24" O.C. VERT.
GROUT ALL BLOCK CORES SOLID.
APPROX. GRADE
STONE VENEER - BOTH
SIDES OF WALL.8" CONC. BLOCK WALL w/ #5 @ 24" O.C.
VERT. & HORIZ. JOINT REINF. @ 16" O.C.
GROUT BLOCK CORES AT BARS.BELOW GRADEMIN. 2' - 8"3" CLR.REVISIONS:
DRAWN BY
DATE ISSUED
CHECKED BY
Scope Drawings
These drawings indicate the general scope of the project in terms of
architectural design concept, the dimensions of the building, the major
architectural elements and the type of structural, mechanical and
electrical systems. The drawings do not necessarily indicate or describe
all work required for full performance and completion of the requirements
of the contract. On the basis of the general scope indicated or
described, the trade contractors shall furnish all items required for the
proper execution and completion of work.
PROJECT NUMBER:
618 East Market Street
Indianapolis, Indiana 46202
phone 317/264.8162
a x i s a r c h . c o m
CLIENT
NHF
WBH
02/09/19
S403
FOUNDATION SECTIONS
18012POMEROY RESIDENCEPOMEROYSPRING MILL ROAD & 111TH STREETCARMEL, INDIANA 46032POMEROY
3/4" = 1'-0" 1 FOUNDATION SECTION
3/4" = 1'-0"2 FOUNDATION SECTION
# DESCRIPTION DATE
3/4" = 1'-0"3 FOUNDATION SECTION
3/4" = 1'-0"4 FOUNDATION SECTION
3/4" = 1'-0"5 FOUNDATION SECTION
3/4" = 1'-0"6 STEEL BEAM POCKET DETAIL
3/4" = 1'-0" 7 SECTION
3/4" = 1'-0"8 SECTION
3/4" = 1'-0"9 SECTION
03/22/19
Adam Schriner