HomeMy WebLinkAboutB16-0149_3S2-P_1478906694.pdfFOOTING, SEE PLAN
BATTERED STEEL
COLUMN, SEE PLAN
CONC SLAB ON GRADE,
SEE CIVIL
SEE PLAN
#5 DOWEL w/ 10" HOOK AT EACH
CORNER & EACH FACE (8 TOTAL).
TIE DOWEL TO FOOTING
REINFORCEMENT, BOTTOM MAT
CONC PEDESTAL, SEE PLAN
EQUAL 2'-0" SQUARE EQUAL
SEE PLAN
CLR
2"
3" CLR 1 1/2" CLR
#4 CLOSED TIES @ 12", ADD
ONE AT TOP @ 3"
SEE PLAN
SEE PLAN
9.56°
GRID
SEE PLAN
EQUAL
1/S2-P
BASE PL 1"x12x1'-0"
w/ 7/8Øx8"
ANCHOR BOLTS w/ LEVELING
NUTS.
PROVIDE 1"Ø WEEP HOLE IN CENTER
OF BASE PLATE
SEE PLAN
FOOTING, SEE PLAN
STEEL COLUMN,
SEE PLAN
7/16
CONC SLAB ON GRADE,
SEE CIVIL
SEE PLAN
#5 DOWEL w/ 10" HOOK AT EACH
CORNER & EACH FACE (8 TOTAL).
TIE DOWEL TO FOOTING
REINFORCEMENT, BOTTOM MAT
CONC PEDESTAL, SEE PLAN
GRID
SEE PLAN
EQUAL 2'-0" SQUARE EQUAL
SEE PLAN EMBED
9". 2'-6" EMBED
#5 VERT EACH CORNER &
EACH FACE (8 TOTAL)
CLR
2"
3" CLR 1 1/2" CLR
REFER TO ARCHITECTURAL
DRAWINGS FOR BATTER AND
CHAMFER INFORMATION
1 1/2" CLR
#4 CLOSED TIES @ 10", ADD
ONE AT TOP @ 3"
SEE PLAN
SEE PLAN
SEE PLAN
BASE PLATE, SEE1/S2-P
SEE PLAN
SEE PLAN
FOOTING, SEE PLAN
STEEL COLUMN,
SEE PLAN
7/16
CONC SLAB ON GRADE,
SEE CIVIL
SEE PLAN
#4 DOWELS w/ 8" HOOK @ 12"
EACH FACE. ADD ONE DOWEL AT
EACH END. TIE DOWEL TO
FOOTING REINFORCEMENT,
BOTTOM MAT
CONC WALL, SEE PLAN
GRID
SEE PLAN
EQUAL 2'-0" EQUAL
SEE PLAN
BASE PL 1"x12x1'-0" w/ 7/8Øx8"
ANCHOR BOLTS w/ LEVELING NUTS.
PROVIDE 1"Ø WEEP HOLE IN CENTER
OF BASE PLATE
EMBED
9". 2'-6" EMBED
#5 HORIZ @ 12" EACH
FACE, ADD ONE HORIZ AT
TOP @ 3"
CLR
1 1/2"
3" CLR 1 1/2" CLR
REFER TO ARCHITECTURAL
DRAWINGS FOR BATTER AND
CHAMFER INFORMATION
0".
1 1/2" CLR
#5 x 24" @ 12"
PROVIDE HORIZONTAL "U" BARS
AT END OF WALL TO MATCH
HORIZ REINFORCEMENT
#5 HORIZ
SEE PLAN
SEE PLAN
#4 VERT @ 12", EACH FACE
SEE PLAN
SEE PLAN
FOOTING, SEE PLAN
STEEL COLUMN,
SEE PLAN
CONC SLAB ON GRADE,
SEE CIVIL
SEE PLAN
#4 DOWELS w/ 8" HOOK @ 12" EACH
FACE. ADD ONE DOWEL AT EACH
END. TIE DOWEL TO FOOTING
REINFORCEMENT, BOTTOM MAT
CONC WALL, SEE PLAN
GRID
EQUAL 2'-0" EQUAL
SEE PLAN
BASE PLATE, SEE
#5 HORIZ @ 12" EACH WAY, EACH
FACE. ADD ONE AT TOP @ 3".
ADD #5 "U" BARS AT EACH END
OF WALL TO MATCH HORIZ REINF
CLR
1 1/2"
3" CLR 1 1/2" CLR
#5 HORIZ
SEE PLAN
EQUAL
1/S2-P
7/16" PLYWOOD SHEATHING ON
2x6 @ 16" WOOD STUD WALL w/
DOUBLE TOP PLATE
PT 2x6 SILL PLATE w/ 5/8"Øx10"
ANCHOR BOLTS @ 32"
#5 x 24" @ 12"
PROVIDE (4) "U" BARS AT EACH
COLUMN LOCATION
GRID
8" 4"
GRID 1'-0" 1'-0"
CONCRETE FOUNDATION
WALL, SEE PLAN
STEEL COLUMN,
SEE PLAN
BASE PLATE 1x12x0'-8" w/
(4) 7/8"Øx10" ANCHOR
BOLTS & LEVELING NUTS
2'-0"
TYP
1 1/2"
1"Ø WEEP HOLE
CENTERED ABOUT
COLUMN
7/16
7"
3 1/2"
GRID
5/8" PLYWOOD SHEATHING
ON 2x6 TONGUE & GROOVE
DECKING, SEE PLAN
GL RAFTER, SEE PLAN
GL BEAM, SEE PLAN
L4x4x1/2x0'-6" EACH SIDE
(2) 3/4"Ø ALL THREAD w/
NUT & WASHER AT EACH
END @ 3 1/2" GAGE
SEE PLAN 2" 3"
1 1/4"1 1/4"
3/8" GUSSET EACH SIDE
OF GL RAFTER
3/8" BEARING PL W/
(2) 3/4"ØX5" LAG @ 4" GAGE
2 1/8" GRID
5/8" PLYWOOD SHEATHING
ON 2x6 TONGUE & GROOVE
DECKING, SEE PLAN
GL RAFTER, SEE PLAN
SEE PLAN
3/4" GUSSET PLATE EACH
SIDE w/ (4) 3/4"Ø ALL-THREAD
w/ NUT & WASHER AT EACH
END
GL RAFTER, SEE PLAN
1 1/2"4"
1 1/2"4"
7"
1'-3"
GL RAFTER, SEE PLAN
STEEL COLUMN, SEE PLAN
GRID
7/16
SEE PLAN
1/2"
BEAM TO COLUMN
CONNECTION, SEE 6/S2-P
GL BEAM, SEE PLAN
GL RAFTER,
SEE PLAN
3/4" GUSSET PLATE EACH
SIDE w/ (4) 3/4"Ø ALL-THREAD
w/ NUT & WASHER AT EACH
END
1 1/2"4"
7"
1 1/2"4"
7"
1 1/2"4"5"
10 1/2"
1 1/2"4"1/2"
6"
GL RAFTER END
3 1/2"
4"
1/2" BEARING PL W/
(4) 3/4"ØX5" LAG @ 4" GAGE
5/8" PLYWOOD SHEATHING
ON 2x6 TONGUE & GROOVE
DECKING, SEE PLAN
GL RAFTER, SEE PLAN
BATTERED STEEL COLUMN,
SEE PLAN
9.46°
SEE PLAN
BEAM TO COLUMN
CONNECTION, SEE 10/S2-P
RAFTER TO BEAM
CONNECTION, SEE 6/S2-P
7/16
GL BEAM, SEE PLAN
GRID
STEEL COLUMN, SEE PLAN
SEE PLAN
7/16
6"
3"
1/2" PLATE
1/4
1/4
6" 4"
A
A
A
1/2" TEE PLATE,
SEE SEC A
(2) 3/4"Ø X 5" LAG @ 4" GAGE
EACH SIDE OF TEE PLATE
1/X2" COLUMN CAP PL
GL BEAM, SEE PLAN
SHEET NUMBER
1309 ELKHORN DRIVE . VAIL . COLORADO. 81657
970.479.2158
# DATE DESCRIPTION
ISSUE DATE
REVISIONS
DRAWN: REVIEWED: 4/8/2016
9:55:46 AM
S2-P
REDEVELOPMENT
BOOTH
CREEK
PARK
2900
MANNS
RANCH
ROAD
VAIL,
COLORADO
100% CD
04/08/16
Author Checker
JVA PROJECT #17831
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0" S2-P
SECTION 3
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0" S2-P
SECTION 2
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0" S2-P
SECTION 1
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0"
S2-P
SECTION 4
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0" S2-P
DETAIL 5
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0" S2-P
SECTION 6
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0" S2-P
SECTION 7
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0"
S2-P
SECTION
8
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0" S2-P
SECTION 9
0 6" 1' 2' 3'
3/4"
3/4" = 1'-0"
S2-P
SECTION
10
xx/xx/xx
4/08/2016
07/14/16