HomeMy WebLinkAboutB17-0285_XBS-4_1507155420.pdf4 IN. SHOTCRETE FACING
MAX 3'-0" FROM
BOTTOM OF WALL
MAX 5'-0" VERTICAL SPACING
MAX 6'-0" HORIZONTAL SPACING
SHOTCRETE FACING
DETAIL NAIL HEAD AND TENDON
SHOTCRETE MIN
4000 PSI
TO MATCH PLATE ANGLE
VERTICAL BARS -
(2) #4 BAR
2'-6" LENGTH,
MAX 0'-6" OC
THICKEN SHOTCRETE
8"x8"x1/2"
STD. BAR MFG. NUT
SOIL NAIL
SEE SCHEDULE
FOR SIZE AND TYPE
STEEL PLATE
WALERS BEHIND PLATE - (2) #5 BAR CONTINUOUS,
GROUT
MAX 0'-6" OC
4x4-W4.0xW4.0 STEEL MESH REINFORCING
VARIES (SEE SCHEDULE)
SOIL NAIL
SEE SCHEDULE
FOR SIZE AND TYPE
BOTTOM OF EXCAVATION
DETAIL FACING
STEEL PLATE
SECTION TEMPORARY SOIL NAIL
SHOTCRETE
TO MATCH PLATE ANGLE
THICKEN SHOTCRETE
SEE DETAIL I-4/4
VARIES
STEEL PLATE
VARIES
STEEL MESH REINFORCING
OVERLAP MIN. 0'-8"
NOT TO SCALE
CENTER OF ROWS
PROVIDE 2'-6" OVERLAP
CONTINUOUS WALERS SPLICE IN
STD. BAR MFG. NUT
VERTICAL BARS
4 4
STEEL MESH REINFORCING
H
WALERS BEHIND PLATE
VARIES
CONTINUOUS WALERS
NOT TO SCALE
NOT TO SCALE
VERTICAL BARS
4
4
4
H
G
3
4
I
4
PER STRUCTURAL
MINIMUM 4" DIA.
DRILLED HOLE
MINIMUM 4000 PSI GROUT
NOT TO SCALE
DETAIL TOP VIEW
MINIMUM 5.25" DIA.
DRILLED HOLE
MINIMUM 4000 PSI GROUT
8'-0" 3 SCH 40 PIPE (TYP.)
TOP OF GROUT
SET NUT TO OBTAIN
PROPER PLATE
FINISH ELEVATION
BEARING PLATE
SEE SCHEDULE
MINIMUM 4000 PSI GROUT
TOP OF BAR
TOP OF PIPE
STEEL BAR (EPOXY COATED)
SEE SCHEDULE FOR GRADE
AND SIZE
8'-0" 3 SCH 40 PIPE
DETAIL TOP VIEW
NOT TO SCALE
STEEL BAR: SEE MICROPILE
SCHEDULE FOR SIZE
STEEL BAR: SEE MICROPILE
SCHEDULE FOR SIZE
DETAIL HEAD
NOT TO SCALE
H
5
5
J
G
5 5 5
5
MICROPILE SCHEDULE
MICROPILE NO.
BAR
GRADE
(ksi)
BAR
BAR
LENGTH
(ft.)
DRILL
LENGTH
(ft.)
PIPE
GRADE
(ksi)
DIAMETER
OF PIPE
(in.)
PIPE WALL
THICKNESS
(in.)
PIPE
LENGTH (ft.)
SERVICE LOAD
(kips)
COMP. TENSION
MP1 - MP13 75 #8 25 23 35 3.5000 0.216 8 13.60 22.00
MP14 - MP18 150 1.25 IN. 45 43 35 3.5000 0.216 8 65.00 0.00
MP19 - MP26 150 1.375 IN. 55 53 35 3.5000 0.216 8 90.00 0.00
TEL: 303-791-9911 FAX: 303-791-0967
9512 TITAN PARK CIRCLE LITTLETON, COLORADO 80125
SHT. 4 OF 4
XBS-4
DWG. NO.
DWN BY: JHH
DWN BY: JHH
NOT VALID WITHOUT DATE
& ORIGINAL SIGNATURE
JOB NO. : 5568JOB NO. : 5568
ISSUED: 08-18-2017
GALVIN RESIDENCE
BECK BUILDING COMPANY
POST OFFICE BOX 4030
VAIL, COLORADO 81658
(970)
904-1302
10/04/17