HomeMy WebLinkAboutXBS-4.pdfSHOTCRETE FACING
SHOTCRETE FACING MAX 5'-0" VERTICAL SPACING
MAX 3'-0" FROM
BOTTOM OF WALL
MAX 7'-0" HORIZONTAL SPACING
MAX 3'-0" FROM
TOP OF WALL
DETAIL TOP VIEW
GROUT COLUMN
MINIMUM 5.25" DIA.
NOT TO SCALE
MINIMUM 4000 PSI GROUT
CONTINUOUS STEEL BAR
#4 GR. 60, FULL LENGTH
D
4 4
CENTRALIZERS, TYPICAL
DETAIL NAIL HEAD AND TENDON
EVERY 10'-0" OC
START 3'-0" FROM BOTTOM
VERTICAL BARS -
(2) #4 BAR
2'-6" LENGTH,
MAX 0'-6" OC
THICKEN SHOTCRETE
TO MATCH PLATE ANGLE
SHOTCRETE MIN
4000 PSI
8"x8"x1/2"
STD. BAR MFG. NUT
STEEL PLATE
WALERS BEHIND PLATE - (2) #5 BAR CONTINUOUS,
GROUT
MAX 0'-6" OC
SOIL NAIL
SEE SCHEDULE
FOR SIZE AND TYPE
VARIES (SEE SCHEDULE)
4x4-W4.0xW4.0 STEEL MESH REINFORCING (1 LAYER)
SOIL NAIL
SEE SCHEDULE
FOR SIZE AND TYPE
SECTION TEMPORARY SOIL NAIL
BOTTOM OF EXCAVATION
CENTRALIZERS, TYPICAL
STEEL PLATE
SHOTCRETE
TO MATCH PLATE ANGLE
SEE DETAIL C4/4
THICKEN SHOTCRETE
VARIES
VARIES
STD. BAR MFG. NUT
VERTICAL BARS
4
B
4
WALERS BEHIND PLATE
VARIES
NOT TO SCALE
NOT TO SCALE 4
A
3
4
C
4
5.25" GROUT COLUMN
WITH #4 GR. 60 BAR IN CENTER
FULL LENGTH EXTEND 1'-0"
BELOW BOTTOM OF EXCAVATION
44
D
DETAIL FACING
STEEL PLATE
NOT TO SCALE
STEEL MESH REINFORCING
OVERLAP MIN. 0'-8"
CENTER OF ROWS
PROVIDE 2'-6" OVERLAP
CONTINUOUS WALERS SPLICE IN
CONTINUOUS WALERS
VERTICAL BARS
4
B
4
5.25" DIA. GROUT
COLUMN 2'-0" ON CENTER
WITH #4 GR. 60 BAR IN
CENTER, LOCATED BEYOND
5.25" GROUT COLUMN
WITH #4 GR. 60 BAR IN
CENTER FULL LENGTH
4
4
D
5.25" GROUT COLUMN
WITH #4 GR. 60 BAR IN CENTER
FULL LENGTH
4x4-W4.0xW4.0 STEEL MESH
REINFORCING (1 LAYERS)
4x4-W4.0xW4.0 STEEL MESH REINFORCING (1 LAYER) TEL: 303-791-9911 FAX: 303-791-0967
9512 TITAN PARK CIRCLELITTLETON, COLORADO 80125
SHT. 4 OF 4
XBS-4
DWG. NO.
DWN BY: JVW
NOT VALID WITHOUT DATE
& ORIGINAL SIGNATURE
JOB NO. : 5511
ISSUED: 09-16-2014
PIETRINI RESIDENCE
GE JOHNSON CONSTRUCTION
40800 US HWY 6, UNIT #8
VAIL, CO 81657
PH: 970-845-0272
03/04/15