Q-2 On sheet S.01 Please find the total amount of concrete in CY on all footing on Center line K Q-3 On sheet S.01 Please find the total amount of steel in Tones. on all footing on Center line K 04 Window OO 12-14 (4) ahg* © © Θ × 0-81 Help mark up ...tion Map 10-11 14-07-03-5 10-1 F20 PROVIDE 5 BARS 120.0 T&B CONNECTING F2 TO F50 C20 6/5.02 OPP HD 7/5.02 5/5.02 2/5.02 TYP Cla Fle P1 CF10 CFla F30 P2 Y Filter List Author Cla 6/5.02 CF1a ...tion Map 15-10 CF1 6/5.02 OPP HD CF1 ...ument1* Graded ...raded (1) *** 8 сель 6/5.02 F4 53-10 17-11 12-6 7-0 6/5.02 CEL CEL 9-5 ctivities 10 11 10-111 AHumana@pcconstruction. e III (AH) ...s (1) (1)* s (1) (2)* X .signment ...ment (1) 3-57-05- 20-5 F4 CF1 CF1 CF1 6 3 3 "23-37 Date Status tit Color Layer Space SE1 4" CONCRETE SLAB WITH 4 BARS AT 16" 0.C. EACH WAY OVER, 2 LIMESTONE SCREENINGS, VAROR BARRIER AND 4 CLEAN CRUSHED STONE 3 3 12 O LIGHT STEEL FR POST MARK POST COMBINATION 2-6005162-54 1-6001125-54 (S 10 3/4 2-6005162-54 ATT 1-600T125-54 (Sell P2 I 4-P 3/4 COLUMN SCHED PROVIDE 5 BARS 120.c. T&B CONNECTING F2 TO F5 COLUMN MARK TYP 7/5.02 4/5.02 TYP (1) 444-0 AT EACH 2/5.02 REENTRANT CORNER WITHOUT CONTROL JOINT, TYPICAL 23 of 23 19-5 O O O O O C1 Clo COLUMN 15% BASEPLATE RE: BASE PL DETAIL RE: B TYPE 3 ANCHOR BOLTS (4) D AB (4) i BOTTOM OF 99- BASE PLATE 98-95 Cla 98- FOOTING SCHEDUL FOOTING MARK FTQ. SIZE (WXLXD) FOOTING REINF TOP OF FTG ELEV- 2'-0"CONT.x2'-0" 3-5 LONG. TAB 3 TIES TRANS. 12" 0.C 99-40 CF1 98-8'e CF1a 97-40 СЕТЬ 17.00 x 11.68 in Scale
Q-2 On sheet S.01 Please find the total amount of concrete in CY on all footing on Center line K Q-3 On sheet S.01 Please find the total amount of steel in Tones. on all footing on Center line K 04 Window OO 12-14 (4) ahg* © © Θ × 0-81 Help mark up ...tion Map 10-11 14-07-03-5 10-1 F20 PROVIDE 5 BARS 120.0 T&B CONNECTING F2 TO F50 C20 6/5.02 OPP HD 7/5.02 5/5.02 2/5.02 TYP Cla Fle P1 CF10 CFla F30 P2 Y Filter List Author Cla 6/5.02 CF1a ...tion Map 15-10 CF1 6/5.02 OPP HD CF1 ...ument1* Graded ...raded (1) *** 8 сель 6/5.02 F4 53-10 17-11 12-6 7-0 6/5.02 CEL CEL 9-5 ctivities 10 11 10-111 AHumana@pcconstruction. e III (AH) ...s (1) (1)* s (1) (2)* X .signment ...ment (1) 3-57-05- 20-5 F4 CF1 CF1 CF1 6 3 3 "23-37 Date Status tit Color Layer Space SE1 4" CONCRETE SLAB WITH 4 BARS AT 16" 0.C. EACH WAY OVER, 2 LIMESTONE SCREENINGS, VAROR BARRIER AND 4 CLEAN CRUSHED STONE 3 3 12 O LIGHT STEEL FR POST MARK POST COMBINATION 2-6005162-54 1-6001125-54 (S 10 3/4 2-6005162-54 ATT 1-600T125-54 (Sell P2 I 4-P 3/4 COLUMN SCHED PROVIDE 5 BARS 120.c. T&B CONNECTING F2 TO F5 COLUMN MARK TYP 7/5.02 4/5.02 TYP (1) 444-0 AT EACH 2/5.02 REENTRANT CORNER WITHOUT CONTROL JOINT, TYPICAL 23 of 23 19-5 O O O O O C1 Clo COLUMN 15% BASEPLATE RE: BASE PL DETAIL RE: B TYPE 3 ANCHOR BOLTS (4) D AB (4) i BOTTOM OF 99- BASE PLATE 98-95 Cla 98- FOOTING SCHEDUL FOOTING MARK FTQ. SIZE (WXLXD) FOOTING REINF TOP OF FTG ELEV- 2'-0"CONT.x2'-0" 3-5 LONG. TAB 3 TIES TRANS. 12" 0.C 99-40 CF1 98-8'e CF1a 97-40 СЕТЬ 17.00 x 11.68 in Scale
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
Transcribed Image Text:Q-2
On sheet S.01 Please find the total amount of concrete in CY on all footing on Center line K
Q-3
On sheet S.01 Please find the total amount of steel in Tones. on all footing on Center line K
04
Transcribed Image Text:Window
OO
12-14
(4) ahg*
©
©
Θ
×
0-81
Help
mark up
...tion Map
10-11
14-07-03-5
10-1
F20
PROVIDE 5 BARS 120.0
T&B CONNECTING F2 TO F50
C20
6/5.02
OPP HD
7/5.02
5/5.02
2/5.02
TYP
Cla
Fle
P1
CF10
CFla
F30 P2
Y Filter List
Author
Cla
6/5.02
CF1a
...tion Map
15-10
CF1
6/5.02
OPP HD
CF1
...ument1*
Graded
...raded (1)
***
8
сель
6/5.02
F4
53-10
17-11
12-6
7-0
6/5.02
CEL
CEL
9-5
ctivities
10 11
10-111
AHumana@pcconstruction.
e III (AH)
...s (1) (1)*
s (1) (2)* X
.signment
...ment (1)
3-57-05-
20-5
F4
CF1
CF1
CF1
6
3
3
"23-37
Date
Status
tit Color
Layer
Space
SE1
4" CONCRETE SLAB WITH 4 BARS AT 16"
0.C. EACH WAY OVER, 2 LIMESTONE
SCREENINGS, VAROR BARRIER AND 4
CLEAN CRUSHED STONE
3
3
12
O
LIGHT STEEL FR
POST
MARK
POST
COMBINATION
2-6005162-54
1-6001125-54
(S
10 3/4
2-6005162-54
ATT
1-600T125-54 (Sell
P2
I
4-P
3/4
COLUMN SCHED
PROVIDE 5 BARS
120.c.
T&B CONNECTING F2 TO F5
COLUMN
MARK
TYP
7/5.02
4/5.02
TYP
(1) 444-0 AT EACH
2/5.02
REENTRANT CORNER WITHOUT
CONTROL JOINT, TYPICAL
23 of 23
19-5
O O O
O
O
C1
Clo
COLUMN
15%
BASEPLATE
RE: BASE PL DETAIL RE: B
TYPE 3
ANCHOR BOLTS
(4) D AB
(4) i
BOTTOM OF
99-
BASE PLATE
98-95 Cla 98-
FOOTING SCHEDUL
FOOTING
MARK
FTQ. SIZE
(WXLXD)
FOOTING
REINF
TOP OF FTG
ELEV-
2'-0"CONT.x2'-0"
3-5 LONG. TAB
3 TIES TRANS. 12" 0.C
99-40 CF1
98-8'e CF1a
97-40 СЕТЬ
17.00 x 11.68 in
Scale
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