HomeMy WebLinkAboutB17-0340_S-203-B1_1507837267.pdf#4 DOWELS @1'-0"
OC MAX IN
SIMPSON SET-XP W/
8" EMBEDMENT, TYP
S-203-B
9
TYP 3" CLR
3" CLR
T/CONC = SEE ARCH
#4@12" OC
VERT, TYP
#4@12" OC HORIZ,
TYP
#5@12" OC
#4x @12" OC
A706 DOWELS,
FIELD BEND INTO
RAMP SLAB, TYP
3'-0"
3'-0"
6" 6" 4'-6" 6" 6"
6'-6"
#4@12" OC MAX
3" CLR
2" CLR
2" CLR, TYP
2" CLR
COORDINATE DOWEL
LOCATION WITH RAMP
SLOPE
8"
8"
4'-0" MIN
4 1/2" XPS INSULATION (R17 MIN)
6" MIN NON-FROST SUSEPTIBLE SOIL
(E) FOOTING
SHORING WALL FOR
FUEL TANK EXCAVATION
BY OTHERS
FUEL TANK PIPE ROUTING
SEE MECH
S-203-B
9
SIM
3 4 5 6
A
B
C
DPA Project:
Sheet Number:
COPYRIGHT - DAVIS PARTNERSHIP,P.C.
Sheet Title:
Sheet Information
Project Information
EAST
WING
ENABLING
16.0188.S.01
S-203-B
RAMP DETAILS
VAIL
VALLEY
MEDICAL
CENTER
180 S. Frontage
Road
West,
Vail, CO 81657
1" = 1'-0" 12 RAMP SECTION
Per conversations with Martin/Martin, the
Micropile system will be in conflict with the new
Footing and Ramp Structure. Please confirm
that the structural drawings can be modified to
utilize the micropiles in the structural design.
10/12/17