HomeMy WebLinkAboutB17-0340_S-203-B_1507837294.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
#4@12" OC VERT
#4@12" OC HORIZ
#5@12" OC
(2) #5 BOTT
CONTINUE WALL
DOWEL HOOK TO
HEEL OF FOOTING 1'-0" 6" 10" 2'-8"
4'-0"
TYP
2" CLR
#4x @12" OC
A706 DOWELS,
FIELD BEND INTO
RAMP SLAB
2'-0"
2'-0"
#4@12" OC MAX
#4 DOWELS @12" OC MAX
IN SIMPSON SET-XP W/ 8"
EMBEDMENT, TYP 3" CLR
8"
2" CLR
@ BOT
3" CLR
4'-0" MIN
#4x 3'-0" @12" OC
EQ EQ 3'-0"
#3x HAIRPIN
AT EACH RAIL POST
0" 3'-0"3'-0"
CHAMFER
CORNER
SLEEVE AT RAIL
POST, DO NOT CORE
2"
5" EMBEDMENT
1" CLEAR
#4x 3'-0" @12" OC
3/4"x0'-4"
CONTINUOUS KEY
EQ EQ 3'-0"
T/WALL
SEE ARCH
2"
(2) #4 CONT
SPLICE 2'-4" AS REQUIRED
#4@12" OC CONT
SPLICE 2'-4" AS REQUIRED
#4@12" OC CONT DOWEL
W/ 1'-5" SPLICE
8"
NOTES:
1. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION
2. REBAR IN STAIRS EXPOSED TO WEATHER SHALL BE EPOXY COATED
(2) #4 BOTTOM
#4@12" OC EACH WAY,
BOTTOM, EPOXY
COATED
MIN
8"
(3)#4xCONT
FINISH GRADE
OR SLAB 3" CLEAR
2'-0"
1'-0"
6" MIN
1'-0"
6" MIN
3" CLEAR, TYP
1'-8"
2'-0"
BUILDING WALL
(CONCRETE OR
MASONRY) OR CHEEK
WALL
EQ EQ #4@12" OC,
EACH WAY
CENTERED, UNO 2" CLEAR
3'-0".
1'-0" 3" CLEAR 1'-0"
2'-6"
3"
2"
#4x @12" OC
A706 DOWELS,
FIELD BEND INTO
RAMP SLAB
2'-0"
2'-0"
NOTES:
1. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION
2. REBAR IN STAIRS EXPOSED TO WEATHER SHALL BE EPOXY COATED
(2) #4 BOTTOM
#4@12" OC EACH WAY,
BOTTOM, EPOXY
COATED
MIN
8"
(3)#4xCONT
FINISH GRADE
OR SLAB 3" CLEAR
2'-0"
1'-0" 6" MIN 1'-0"
3" CLEAR, TYP 1'-8"
2'-0" 2901 Blake Street, Suite 100
Denver, CO 80205
303.861.8555
Denver
1
A
B
C
D
E
2 3 4 5 6
A
B
C
D
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DPA Project:
Sheet Number:
COPYRIGHT - DAVIS PARTNERSHIP,
P.C.
Sheet Title:
Revisions Date
Sheet Information
Project Information
Issuance
Consultant
EAST
WING
ENABLING
6/30/2017
2:54:02 PM
16.0188.S.01
S-203-B
RAMP DETAILS
06/30/17
PERMIT VAIL
VALLEY
MEDICAL
CENTER
180 S. Frontage
Road
West,
Vail, CO 81657
1" = 1'-0" 12 RAMP SECTION
1" = 1'-0" 6 RETAINING WALL AT RAMP
NO SCALE
9 TYP SOG RAMP OVER WALL W/
EMBEDDED POST
3/4" = 1'-0" 10 TYP SOG AT STAIR INTO WALL
3/4" = 1'-0" 13 TYP SOG STAIR SECTION
3/4" = 1'-0" 14 TYP SOG STAIR AT CHEEK WALL
3/4" = 1'-0" 15 TYP SOG RAMP SECTION
6/30/17
10/12/17