HomeMy WebLinkAboutEngineer Section Revision 05.04.2022T.O. WALL
EL. SEE PLAN
T.O. FOOTING
EL. SEE PLAN
8"
EXISTING WALL
FRAMING
(SEE SECTION 2/S7)
UNDISTURBED
NATURAL
SUBSOIL
#4 DOWELS @ 24.
DRILL & EPOXY 6"
INTO EXISTING FOOTING
(HILTI HIT HY 200)
GRID
EXISTING CONCRETE SLAB
(SEE SECTION 1/S6)
T.O. SLAB
EL. VARIES
EXISTING FOUNDATION
WALL & FOOTING
(SEE SECTION 1/S6)
#4 CONT.
#4 @ 16
TRANSVERSE.
DRILL & EPOXY 8"
INTO EXISTING FOOTING
(HILTI HIT HY 200)
FOUNDATION DRAIN
(SEE CIVIL)
WATERPROOFING
AS REQUIRED
1' - 0"10"CLR.4"802 Rood Avenue
Grand Junction, CO 81501
970-241-0900
www.lindauerdunn.comScale
Project number
Date
Drawn by
Checked by 1/2" = 1'-0"
S(S6)SK-1
Section Revision
21.109
05/04/22
JDG
FNRFOR: SCIB, LLC
Iron Bridge Subdivision -
Lot 25
Glenwood Springs,
Colorado
1/2"=1'-0"1R
S6
SECTION