HomeMy WebLinkAboutRoof Plans/ 99
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PLAN VIEW
SCALE: 3/8" = 1'--0"
J
STEEL COLUMN SIZE VARIES BY
LOCATION (SEE BLDG. MNFG.
BASE PLATE DRAWINGS)
3
3'-6"
EXACT A.B. & BASE PLATE SIZE &
PLACEMENT BY STEEL BLDG. MNFG.
(6)—#5 VERTICAL
REBAR W/ 7.5" BEND
O FOOTING
#3 ES
" O.C.
4
v
v
SIDE VIEW
CORNER
PILASTER DETAIL
STEEL COLUMN SIZE VARIES BY
LOCATION (SEE BLDG. MNFG.
BASE PLATE DRAWINGS)
SCALE: 1/2" - 1'-0'
(3) #5 E.W.
z
0
z
0
EXACT A.B. & BASE PLATE SIZE &
PLACEMENT BY STEEL BLDG. MNFG.
(6)-0 VERTICAL
REBAR WI 7.5" BEND
O FOOTING
#3 TIES
O 12" O.C.
3'
�"— 2' -6 -
SIDE VIEW
EN DWALL
PILASTER DETAIL
STEEL COLUMN SIZE VARIES BY
LOCATION (SEE BLDG. MNFG.
BASE PLATE DRAWINGS)
0
I
{ 3"
SCALE: 1/2". - 1'-0'
d
(3) #5 E.W.
REBAR NOT SHOWN
FOR SIMPLICITY
3'-6'
0
1
N
2'-0'
(6) j6 VERTICAL REBAR
#3 TIES
O 12" O.C.
BUILDING UNE
PLAN VIEW
2'-6'
2'-0'
REBAR NOT SHOWN
FOR SIMPUCFFY
0
(6) #6 VERTICAL REBAR
#3 TIES
O 12" O.C.
BUILDING UNE
EXACT A.B. & BASE PLATE SIZE &
PLACEMENT BY STEEL BLDG. MNFG.
#3 TIES
O 12" O.C.
(6)-0 VERTICAL
REBAR W/ 12' BEND
is FOOTING
--t
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11/17114a fljo
5'-6"
SIDE VIEW
SIDEWALL
PILASTER DETAIL
SCALE: 1/2" - 1'-0"
a
Un
(6) #5 E.W.
PLAN VIEW
BUILDING UNE
5'-6'
s
0
N
2'—O"
(6) #6
REBAR NOT SHOWN
FOR SIMPUCITY
RTICAL REBAR
#3 TIES
0 12" C.
PLAN VIEW
GEN. NOTES & SPECIFICATIONS:
CODE: 2009 INTERNATIONAL BUILDING CODE
LOADS: DESIGN BASED ON LOADS PROVIDED BY STEEL MANUFACTURER
ASSUMED SOIL BEARING CAPACITY EQUAL TO 2000 PSF AT
BEARING DEPTH.
SOIL:
FOOTINGS:
SLAB ON GRADE:
CONCRETE:
ALL FOOTING THICKNESS AS SHOWN.
AL FOOTINGS ON 6" MINIMUM COMPACTED GRANULAR.
ALL SLAB THICKNESS AS SHOWN
CONCRETE FLOOR SLABS SHALL CONFORM TO A 28 DAY
STRENGTH OF 4000 psi MINIMUM AND FOOTINGS TO A
STRENGTH OF 4500 psi. CONCRETE DESIGNED IN ACCORDANCE
WITH ACI -318-05 STANDARDS. ALL CONCRETE MUST BE
MECHANICALLY CONSOLIDATED.
REINFORCING: REINFORCEMENT SHALL BE DEFORMED ASTM A615, GRADE 60,
DETAILED AND SUPPORTED IN ACCORDANCE WITH THE LATEST
ACI DETAILING MANUAL.
CLEARANCES FOR THE REINFORCEMENT:
CONCRETE PLACED DIRECTLY ON EARTH, FOOTINGS 3"
SLABS ON EARTH SLAB MID—DEPTH
GRADE BEAMS/WALL; BOTTOM 3
GRADE BEAM/WALLS; TOP AND SIDES 2"
WALLS, COLUMNS, BEAMS: OUTSIDE FACE 1 1/2"
WALLS: INSIDE FACE 1 1/2"
FORMED SURFACES EXPOSED TO WEATHER OR EARTH:
#5 BARS AND SMALLER 1 1/2"
#6 BARS AND LARGER 2"
STRUCTURAL SLABS, JOIST: TOP & BOTTOM, STAIRS
EXCEPT AS INDICATED 3/4"
1P
LAP SPLICE LENGTH SHALL BE A MINIMUM OF 24" FOR
#5 BARS AND 18" FOR #4 BARS
GRANDSTAND ROOF
PROJECT:
LAYOUT & DETAILS
SHEET TITLE:
BLCD-1D-1H-4471
03
CCI
IF—
/DATE: 1O/19/1'
DWN BY: ARS
DESIGN BY: ARS
CHK. BY: D.D.B.
REV: 1
Roof for Rodeo Bleacher Grandstands 4 1151 CR 100, C'Daie