HomeMy WebLinkAboutB15-0208_S101_1479324480.pdfC D E F
1
2
3
4
5
6
B
2' - 0"
1"
8"
2' - 6"
NEW 5" CONCRETE SLAB ON
GRADE WITH 6X6 W2.1 X W2.1
W.W.F.
1.2
1.5
2.5
3.8
4.7
5.5
5.8
1' - 4 1/2"
5' - 11 1/2" 6' - 8" 6' - 8" 7' - 4" 10' - 2" 4' - 6" 8' - 4" 6' - 8" 6' - 8" 5' - 0" 3' - 4" 72' - 8"
A
65' - 3"
G
12' - 8 1/4" 12' - 3 3/4" 12' - 3 3/4" 12' - 8 1/4" 6' - 0"
8163'-9"
T.O. SLAB
[ 8163' - 1" ][ 8163' - 1" ] [ 8163' - 1" ]
[ 8163' - 1" ]
[ 8163' - 1" ]
(4)-#5 X 3'-0" EPOXY
DOWEL 6" INTO EXISTING
FOUNDATION WALL
NEW 5" CONCRETE SLAB ON
GRADE WITH 6X6 W2.1 X W2.1
W.W.F.
EXISTING
SITE WALL
EXISTING
SITE WALL
NEW 5" CONCRETE SLAB ON
GRADE WITH 6X6 W2.1 X W2.1
W.W.F.
INSTALL NON-SHRINK
GROUT IN ALL DAMAGED
CMU WALL AREAS
(TYPICAL)
(4)-#5 X 3'-0" EPOXY
DOWEL 6" INTO EXISTING
FOUNDATION WALL
NEW CONCRETE
STEPS
NEW SITE
WALL
(4)-#5 X 2'-0" EPOXY
DOWEL 6" INTO SITE
WALL
EXISTING
FOUNDATION
WALL
EXISTING
2X10 AT 1'-4"
EXISTING W8 STEEL
BEAM
EXISTING W8 STEEL
BEAM
EXISTING
STEEL
COLUMN
EXISTING
JOISTS
EXISTING
JOISTS
EXISTING W8 STEEL
BEAM
EXISTING FLOOR
JOISTS CUT AT NEW
STAIR OPENING
A.3
A.2
A.6
A.5
(4)-#5 X 2'-0" EPOXY
DOWEL 6" INTO SITE
WALL
(4)-#5 X 2'-0" EPOXY
DOWEL 6" INTO SITE
WALL
A.4
(4)-#5 X 2'-0" EPOXY
DOWEL 6" INTO SITE
WALL
7" 1' - 0" 9"
3"
1' - 6" 5' - 2"
[ 8163' - 1" ]
8164'-0" T.0.
FINISH FLOOR
3' - 10" 2"
2' - 0" 1
S400
2
S400
2
S400
2' - 0"
3
S400
4" (TYPICAL) 3
S400
TO GRID (TYPICAL)
4" FACE OF WALL
4
S400
5
S400
6
S400
TYPICAL
ALL COLUMNS ( 8160' - 0" )
3
S400
3
S400
8
S400
10
S400
7
S400
TYPICAL
AT OPENINGS
(3)-9 1/4" LVL NEW
9
S400
SIM.
EXISTING
CONCRETE
WALL
5
S400
SIM.
2
S400
EXISTING
FLOOR
FRAMING
OPEN
RE: ARCH.
PROVIDE 3'-0" WIDE
(MAXIMUM) OPENING.
CENTER ON OPENING
ABOVE FROM EL. = 59'-4"
TO EL. = 55'-0" FOR
ACCESS.
NEW 4" WIDE VERTICAL
OPENING IN CMU WALL
RE: MECHANICAL.
SHAFT WALL TO
BEAR ON SLAB
RE: ARCH. & MECH.
HSS 6X2X1/4 WITH 3/4" X 7" X 8" BASE
PLATE AND (2)-3/4" Ø X 4" (EMBED)
EPOXY ANCHORS.
REMOVE CMU WALL BELOW
L8X8 TO ELEVATION 59'-4" AND
GROUT ALL CELLS BELOW.
EXISTING L8X8X3/8
ELEVATION = 62'-4" (±)
TO BE REMOVED AFTER
NEW L8X8X5/8 AND HSS
ARE INSTALLED.
L8X8X5/8
HSS 6X2
BEYOND
63'-2" (±)
NEW (2)-11 7/8" LVL
TIGHT TO EXISTING
DEMISING WALL
HSS 4X4X1/4 WITH 3/4" X 7" X 1'-0"
BASE PLATE ON 3/4" SHIM AND GROUT
& (2)-3/4" Ø X 6" (EMBED) EPOXY ANCHORS.
8" CMU EXISTING
OPENING INFILL
WITH SOLID GROUT
NOTE
- INSTALL NEW L8X8X5/8
AS HIGH AS POSSIBLE TO
BOTTOM OF EXISTING
FLOOR JOISTS
64'-0" (±)
S101
1
SECTION 1
EXISTING
(2)-2X10 AT 1'-4"
14
S400
TYP.
MIN.
1' - 4" INFILL EXISTING WALL OPENING
WITH 8" CMU WITH #5 AT 1'-4"
VERTICAL IN GROUTED CELL.
NEW DOOR
OPENING
BELOW
SLAB ON GRADE FOR
BENCH TO BE 6" WITH
#5 AT 1'-0" EACH WAY
AT MID-HEIGHT
(3)-9 1/4" LVL
NEW (3)-9 1/4" LVL
CUT OFF
EXISTING V.L. NEW (4)-2X6 POST
BEAR (2)-11 7/8" VL
ON (2)-2X6 AND
(3)-9 1/4" VL ON
(2)-2X6
7 1/4" V.L.
AT 1'-4"
NEW COLUMN BASE -
PROVIDE 1" X 12" X 1'-6"
STEEL BASE PLATE -
RECESS TO FLUSH
FLOOR.
PROVIDE 1/4" STEEL
PLATE BEAM SADDLE
PROVIDE SIMPSON L90 (OR EQUAL)
FROM EAST / WEST VL TO EACH
NORTH / SOUTH VL
5
5
PROJECT
NUMBER:
PROJECT DATE:
SHEET TITLE:
SHEET NUMBER:
9837
S101
GORSUCH
RESTAURANT
ADDITION
06.16.15
STREET LEVEL FRAMING
AND WEST FOUNDATION
PLAN
232 BRIDGE
STREET,
VAIL, CO 81657
1/4" = 1'-0"
STREET LEVEL FRAMING AND WEST FOUNDATION PLAN N
REVISION DATE
For Construction 06.16.2015
1 Existing Conditions 11.03.2015
2 Revisions 02.23.2016
Wall Opening 03.16.2016
3 ASI #1 05.26.2016
4 Stair Revision 08.16.2016
5 Stair Revision 09.22.2016
11/16/16