HomeMy WebLinkAboutB15-0208_S400_1479324480.pdf1'-0"
3" CLR.
2'-0"
8"
GAP
1'-0" 3" CLR. 2'-0"
8" GAP 1'-0" 3" CLR. 2'-6"
RE: ARCH
RE: ARCH
8" 1" 1'-0"
3" CLR.
2'-6"
8" 1" 1'-0" 3" CLR. 2'-6"
8" 1"
4" 3" 1 1/2" 8"
6" MIN.
8"
4"
4"
SECTION 1
3/4" = 1'-0"
#5 AT 2'-0"X
(ALTERNATE LEGS)
8"
(2)-#5X CONTINUOUS
#5 AT MID-HEIGHT
(3)-#5X CONTINUOUS
RE: PLAN
RE: ARCH
RE: PLAN
SECTION 2
3/4" = 1'-0"
RE: 1/S400
RE: PLAN
RE: PLAN
L5X5X3/8X CONTINUOUS
STONE SUPPORT
NOTE: AT SHORT WALLS
FASTEN STUDS TO HSS
COLUMNS WITH POWDER
ACTUATED PINS
CONCRETE SLAB-ON-GRADE
WITH W.W.F.
#5 AT 1'-4"X
3/-4" ALTERNATE
1'-6"
RE: 1/
6"-18 GAGE X 1 5/8" STUD
AT 1'-4" (FASTEN ONE STUD
TO ANGLE)
18 GAGE
TOP TRACK
3/8" X 6" X 6" EMBED PLATE
WITH (4)-1/2"Ø X 4" H.A.S.
AT 4'-0" MAXIMUM
L4X4X1/4 AT 4'-0"
(WELD TO EMBED)
WITH (2)-1/2"Ø BOLTS
RE: ARCH
SECTION 3
3/4" = 1'-0"
RE: PLAN
L5X5X3/8X CONTINUOUS
STONE SUPPORT
#5 AT 1'-4"
#5 AT MID-HEIGHT
(2)-#5X CONTINUOUS
#5X 2'-0" SMOOTH DOWEL
AT 2'-0"
CONCRETE SLAB
ON GRADE WITH W.W.F.
RE: PLAN
CONCRETE SLAB ON GRADE
WITH W.W.F.
RE: PLAN
RE: PLAN
#5 AT 1'-4"X
2'-0" AND
3/-4" ALTERNATE
1'-6" (3)-#5X
CONTINUOUS
SECTION 4
3/4" = 1'-0"
RE: PLAN
RE: 3/S400
CONCRETE SLAB ON GRADE
WITH W.W.F.
RE: PLAN
RE: PLAN
(3)-#5X
CONTINUOUS
6"-18 GAGE X 1 5/8"
METAL STUS AT 1'-4"
SHEATHING
RE: ARCH
6"-18 GAGE TRACK WITH
1/2"Ø X 4" (EMBED)
EXPANSION ANCHOR
AT 2'-8"
L5X5X3/8X CONTINUOUS
WITH 3/4"Ø X 4" (EMBED)
EXPANSION ANCHOR AT 2'-0"
RE: ARCH
SECTION 5
3/4" = 1'-0"
RE: PLAN
RE: 3/S400
RE: PLAN
(3)-#5X
CONTINUOUS
L5X5X3/8X CONTINUOUS
WITH 3/4"Ø X 4" (EMBED)
EXPANSION ANCHOR AT 2'-0"
RE: ARCH
RE: 2/
NOTE: AT SIMILAR SECTION
NO STONE
SECTION 6
3/4" = 1'-0"
3/4" X 6" X 1'-5"
BASE PLATE WITH
(4)-3/4"Ø X 9" (EMBED)
ANCHOR BOLTS
3/4" SHIM
AND GROUT
NOTE: ALL COLUMNS SHALL
HAVE BASE PLATE WITH (4)-3/4"Ø
ANCHOR BOLTS - PROVIDE "L"
SHAPE PLATES OR OFFSET PLATES
AS REQUIRED
CONCRETE
FOUNDATION WALL
AND FOOTING
CONCRETE
SLAB ON GRADE
SECTION 7
3/4" = 1'-0"
RE: PLAN
CONCRETE SLAB ON GRADE
WITH W.W.F.
EXISTING FOUNDATION WALL
#5 AT 1'-4"X
1'-6"
EXISTING FLOOR FRAMING
(2)-#5X CONTINUOUS
TOP AND BOTOM
1
1
SECTION 8
3/4" = 1'-0"
RE: PLAN
EXISTING
FLOOR SHEATING
EXISTING FLOOR JOISTS
NEW VL BEAM
RE: PLAN
SIMPSON FACE MOUNT HANGER
SECTION 9
3/4" = 1'-0"
1/4" X 8" PLATE WITH
(2)-1/2"Ø X 3" LAG BOLTS
(WELD TO SADDLE)
VL BEAM
RE: PLAN
1/4" STEEL PLATE SADDLE
WITH (2)-1/2"Ø THRU BOLTS
SECTION 10
3/4" = 1'-0"
VL BEAM
RE: PLAN
1/4" X 4" X 8" PLATE
ONE SIDE WITH
(2)-1/2"Ø X 4" LAG BOLTS
(WELD TO BEARING PLATE)
FLOOR SHEATHING
AND JOIST OMITTED
1/2" X 4" X 10" BEARING PLATE
ON 1" SHIM AND GROUT WITH
(2)-1/2"Ø X 4" (EMBED)
EXPANSION ANCHORS
GROUT CELLS BELOW
SECTION 11
3/4" = 1'-0"
EXISTING STEEL PIPE
COLUMN (VERIFY)
L5X5X1/2X0'-8"
MC8X20 EACH SIDE
RE: PLAN
EXISTING CMU WALL
TYP.
TYP.
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PROJECT
NUMBER:
PROJECT DATE:
SHEET TITLE:
SHEET NUMBER:
06.16.2015
FOR CONSTRUCTION
S400
GORSUCH
RESTAURANT
ADDITION
06.16.15
SECTIONS
263 EAST
GORE
CREEK
DRIVE,
VAIL, CO 81657
REVISION DATE
11/16/16