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22 5-11-12-16-11-1 2/5.02 TYP PROMDE 5 BARS CF10. 6/5.02 Cla 33-3 120.c. T&B CONNECTING F2 TO CF1 -KELP 1 CEL CE1 P 23-3 -14 1.0-2 4-0 7-6 5/5.02 3/5.02 3 CEL 7'-0" 704 11-10 4-0 CJ CF1 CEL (1) #44-0 AT EACH REENTRANT CORNER WITHOUT CONTROL JOINT, TYPICAL CEL 4/5.02 3/5.02 36- 6-11-10-3 8-1 5-11 10-2 6-3 3-5 7-6 93-3 4.5 4.8 4.9 6.2 6.8 6.9) 01 FOUNDATION PLAN SCALE: 1/8"-1'-0" TYP 2/5,02 19-5 19'-0" PROVIDE 5 BARS 12'0.C. T& CONNECTING F2 TO CF1 11-6 12-5 21-10 (0.3 GRIC ઊ ERAMING WALL LEGEND NON-LOADBEARING INTERIOR WALL 3825125-33 (20 GA) STUDS AT 16" O.C. 362T125-33 (20 GA) TRACK AT TOP AND BASE OF WALL LOADBEARING INTERIOR WALL 600S162-33 (20 GA) STUDS AT 16" O.C. 600T125-33 (20 GA) TRACK AT TOP AND BASE OF WALL EXTERIOR WALL 600S162-54 (16 CA) STUDS AT 16" O.C. 800T125-54 (16 GA) TRACK AT TOP AND BASE OF WALL TYPE 1 BASEPLATE 1 1/2"-1-0" K COLUMN SCHEDULE COLUMN MARK C1 Cia C2 C20 TS3x3x TS3x3x 03 C30 TS3x3% C4 TS6x6x C5 TS3x3x COLUMN BASEPLATE RE: BASE PL. DETAIL RE: BASE PL DETAIL RE: BASE PL DETAIL RE: BASE PL DETAIL RE: BASE PL DETAIL TYPE 3 ANCHOR BOLTS (4) DIA. A.B. TYPE 2 (4)" DIA. A.B. TYPE 1 (4) DIA. A.B. TYPE 4 (4) 1" DIA. A.B. TYPE 5 (4) 1" DIA. A.B. BOTTOM OF BASE PLATE 99'–5" 0 C1 98'-9 Clo 99'-5" C2 98'-9 C20 99-5C3 98–9" 0 C30 99'-5" 99'-5" FOOTING SCHEDULE CF1 FOOTING CF1a MARK Ft Fla F2 F2a F3 F3a F5 F4 F5a CF1b H FTG. SIZE (WXLXD) FOOTING REINF. #3 TIES TRANS. 12" 0.C. TOP OF FTG. ELEV= 2'-0"xCONT.x2'-0" 3-5 LONG. T&B 99-4" CF1 98'-8" CF10 97'-4* CF1b 2'-6"x2'-6"x2'-0" 3'-0"x3'-0"x2'-0" 4'-6"x4"-6"x2'-0" 5'-0"x5'-0"x2'-0" 6'-0"x6'-0"x2'-0" 5-#5 E.W. T&B 6-15 E.W. T&B 6-#6 E.W. T&B 7-76 E.W. T&B 8-#6 E.W. T&B 99-4" F1 98'-8F1a 99'-4" F2 98'-8" F20 99'-4" F3 98'-8" F3a 99-4" 99'-4" F5 98'-8" F5a D.3 TA Q K Ma FINISH FLOOR 1½" NON-SHRINK GROUT- -COLUMN RE: SCHED FOR COL. & B.P. SIZE -TOP OF FTG. 23 of 23 A K 17.00 x 11.68 in Scale Not Set

22 5-11-12-16-11-1 2/5.02 TYP PROMDE 5 BARS CF10. 6/5.02 Cla 33-3 120.c. T&B CONNECTING F2 TO CF1 -KELP 1 CEL CE1 P 23-3 -14 1.0-2 4-0 7-6 5/5.02 3/5.02 3 CEL 7'-0" 704 11-10 4-0 CJ CF1 CEL (1) #44-0 AT EACH REENTRANT CORNER WITHOUT CONTROL JOINT, TYPICAL CEL 4/5.02 3/5.02 36- 6-11-10-3 8-1 5-11 10-2 6-3 3-5 7-6 93-3 4.5 4.8 4.9 6.2 6.8 6.9) 01 FOUNDATION PLAN SCALE: 1/8"-1'-0" TYP 2/5,02 19-5 19'-0" PROVIDE 5 BARS 12'0.C. T& CONNECTING F2 TO CF1 11-6 12-5 21-10 (0.3 GRIC ઊ ERAMING WALL LEGEND NON-LOADBEARING INTERIOR WALL 3825125-33 (20 GA) STUDS AT 16" O.C. 362T125-33 (20 GA) TRACK AT TOP AND BASE OF WALL LOADBEARING INTERIOR WALL 600S162-33 (20 GA) STUDS AT 16" O.C. 600T125-33 (20 GA) TRACK AT TOP AND BASE OF WALL EXTERIOR WALL 600S162-54 (16 CA) STUDS AT 16" O.C. 800T125-54 (16 GA) TRACK AT TOP AND BASE OF WALL TYPE 1 BASEPLATE 1 1/2"-1-0" K COLUMN SCHEDULE COLUMN MARK C1 Cia C2 C20 TS3x3x TS3x3x 03 C30 TS3x3% C4 TS6x6x C5 TS3x3x COLUMN BASEPLATE RE: BASE PL. DETAIL RE: BASE PL DETAIL RE: BASE PL DETAIL RE: BASE PL DETAIL RE: BASE PL DETAIL TYPE 3 ANCHOR BOLTS (4) DIA. A.B. TYPE 2 (4)" DIA. A.B. TYPE 1 (4) DIA. A.B. TYPE 4 (4) 1" DIA. A.B. TYPE 5 (4) 1" DIA. A.B. BOTTOM OF BASE PLATE 99'–5" 0 C1 98'-9 Clo 99'-5" C2 98'-9 C20 99-5C3 98–9" 0 C30 99'-5" 99'-5" FOOTING SCHEDULE CF1 FOOTING CF1a MARK Ft Fla F2 F2a F3 F3a F5 F4 F5a CF1b H FTG. SIZE (WXLXD) FOOTING REINF. #3 TIES TRANS. 12" 0.C. TOP OF FTG. ELEV= 2'-0"xCONT.x2'-0" 3-5 LONG. T&B 99-4" CF1 98'-8" CF10 97'-4* CF1b 2'-6"x2'-6"x2'-0" 3'-0"x3'-0"x2'-0" 4'-6"x4"-6"x2'-0" 5'-0"x5'-0"x2'-0" 6'-0"x6'-0"x2'-0" 5-#5 E.W. T&B 6-15 E.W. T&B 6-#6 E.W. T&B 7-76 E.W. T&B 8-#6 E.W. T&B 99-4" F1 98'-8F1a 99'-4" F2 98'-8" F20 99'-4" F3 98'-8" F3a 99-4" 99'-4" F5 98'-8" F5a D.3 TA Q K Ma FINISH FLOOR 1½" NON-SHRINK GROUT- -COLUMN RE: SCHED FOR COL. & B.P. SIZE -TOP OF FTG. 23 of 23 A K 17.00 x 11.68 in Scale Not Set

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Find all the concrete amount in the foundation
22 5-11-12-16-11-1 2/5.02 TYP PROMDE 5 BARS CF10. 6/5.02 Cla 33-3 120.c. T&B CONNECTING F2 TO CF1 -KELP 1 CEL CE1 P 23-3 -14 1.0-2 4-0 7-6 5/5.02 3/5.02 3 CEL 7'-0" 704 11-10 4-0 CJ CF1 CEL (1) #44-0 AT EACH REENTRANT CORNER WITHOUT CONTROL JOINT, TYPICAL CEL 4/5.02 3/5.02 36- 6-11-10-3 8-1 5-11 10-2 6-3 3-5 7-6 93-3 4.5 4.8 4.9 6.2 6.8 6.9) 01 FOUNDATION PLAN SCALE: 1/8"-1'-0" TYP 2/5,02 19-5 19'-0" PROVIDE 5 BARS 12'0.C. T& CONNECTING F2 TO CF1 11-6 12-5 21-10 (0.3 GRIC ઊ ERAMING WALL LEGEND NON-LOADBEARING INTERIOR WALL 3825125-33 (20 GA) STUDS AT 16" O.C. 362T125-33 (20 GA) TRACK AT TOP AND BASE OF WALL LOADBEARING INTERIOR WALL 600S162-33 (20 GA) STUDS AT 16" O.C. 600T125-33 (20 GA) TRACK AT TOP AND BASE OF WALL EXTERIOR WALL 600S162-54 (16 CA) STUDS AT 16" O.C. 800T125-54 (16 GA) TRACK AT TOP AND BASE OF WALL TYPE 1 BASEPLATE 1 1/2"-1-0"
Transcribed Image Text:22 5-11-12-16-11-1 2/5.02 TYP PROMDE 5 BARS CF10. 6/5.02 Cla 33-3 120.c. T&B CONNECTING F2 TO CF1 -KELP 1 CEL CE1 P 23-3 -14 1.0-2 4-0 7-6 5/5.02 3/5.02 3 CEL 7'-0" 704 11-10 4-0 CJ CF1 CEL (1) #44-0 AT EACH REENTRANT CORNER WITHOUT CONTROL JOINT, TYPICAL CEL 4/5.02 3/5.02 36- 6-11-10-3 8-1 5-11 10-2 6-3 3-5 7-6 93-3 4.5 4.8 4.9 6.2 6.8 6.9) 01 FOUNDATION PLAN SCALE: 1/8"-1'-0" TYP 2/5,02 19-5 19'-0" PROVIDE 5 BARS 12'0.C. T& CONNECTING F2 TO CF1 11-6 12-5 21-10 (0.3 GRIC ઊ ERAMING WALL LEGEND NON-LOADBEARING INTERIOR WALL 3825125-33 (20 GA) STUDS AT 16" O.C. 362T125-33 (20 GA) TRACK AT TOP AND BASE OF WALL LOADBEARING INTERIOR WALL 600S162-33 (20 GA) STUDS AT 16" O.C. 600T125-33 (20 GA) TRACK AT TOP AND BASE OF WALL EXTERIOR WALL 600S162-54 (16 CA) STUDS AT 16" O.C. 800T125-54 (16 GA) TRACK AT TOP AND BASE OF WALL TYPE 1 BASEPLATE 1 1/2"-1-0"
K COLUMN SCHEDULE COLUMN MARK C1 Cia C2 C20 TS3x3x TS3x3x 03 C30 TS3x3% C4 TS6x6x C5 TS3x3x COLUMN BASEPLATE RE: BASE PL. DETAIL RE: BASE PL DETAIL RE: BASE PL DETAIL RE: BASE PL DETAIL RE: BASE PL DETAIL TYPE 3 ANCHOR BOLTS (4) DIA. A.B. TYPE 2 (4)" DIA. A.B. TYPE 1 (4) DIA. A.B. TYPE 4 (4) 1" DIA. A.B. TYPE 5 (4) 1" DIA. A.B. BOTTOM OF BASE PLATE 99'–5" 0 C1 98'-9 Clo 99'-5" C2 98'-9 C20 99-5C3 98–9" 0 C30 99'-5" 99'-5" FOOTING SCHEDULE CF1 FOOTING CF1a MARK Ft Fla F2 F2a F3 F3a F5 F4 F5a CF1b H FTG. SIZE (WXLXD) FOOTING REINF. #3 TIES TRANS. 12" 0.C. TOP OF FTG. ELEV= 2'-0"xCONT.x2'-0" 3-5 LONG. T&B 99-4" CF1 98'-8" CF10 97'-4* CF1b 2'-6"x2'-6"x2'-0" 3'-0"x3'-0"x2'-0" 4'-6"x4"-6"x2'-0" 5'-0"x5'-0"x2'-0" 6'-0"x6'-0"x2'-0" 5-#5 E.W. T&B 6-15 E.W. T&B 6-#6 E.W. T&B 7-76 E.W. T&B 8-#6 E.W. T&B 99-4" F1 98'-8F1a 99'-4" F2 98'-8" F20 99'-4" F3 98'-8" F3a 99-4" 99'-4" F5 98'-8" F5a D.3 TA Q K Ma FINISH FLOOR 1½" NON-SHRINK GROUT- -COLUMN RE: SCHED FOR COL. & B.P. SIZE -TOP OF FTG. 23 of 23 A K 17.00 x 11.68 in Scale Not Set
Transcribed Image Text:K COLUMN SCHEDULE COLUMN MARK C1 Cia C2 C20 TS3x3x TS3x3x 03 C30 TS3x3% C4 TS6x6x C5 TS3x3x COLUMN BASEPLATE RE: BASE PL. DETAIL RE: BASE PL DETAIL RE: BASE PL DETAIL RE: BASE PL DETAIL RE: BASE PL DETAIL TYPE 3 ANCHOR BOLTS (4) DIA. A.B. TYPE 2 (4)" DIA. A.B. TYPE 1 (4) DIA. A.B. TYPE 4 (4) 1" DIA. A.B. TYPE 5 (4) 1" DIA. A.B. BOTTOM OF BASE PLATE 99'–5" 0 C1 98'-9 Clo 99'-5" C2 98'-9 C20 99-5C3 98–9" 0 C30 99'-5" 99'-5" FOOTING SCHEDULE CF1 FOOTING CF1a MARK Ft Fla F2 F2a F3 F3a F5 F4 F5a CF1b H FTG. SIZE (WXLXD) FOOTING REINF. #3 TIES TRANS. 12" 0.C. TOP OF FTG. ELEV= 2'-0"xCONT.x2'-0" 3-5 LONG. T&B 99-4" CF1 98'-8" CF10 97'-4* CF1b 2'-6"x2'-6"x2'-0" 3'-0"x3'-0"x2'-0" 4'-6"x4"-6"x2'-0" 5'-0"x5'-0"x2'-0" 6'-0"x6'-0"x2'-0" 5-#5 E.W. T&B 6-15 E.W. T&B 6-#6 E.W. T&B 7-76 E.W. T&B 8-#6 E.W. T&B 99-4" F1 98'-8F1a 99'-4" F2 98'-8" F20 99'-4" F3 98'-8" F3a 99-4" 99'-4" F5 98'-8" F5a D.3 TA Q K Ma FINISH FLOOR 1½" NON-SHRINK GROUT- -COLUMN RE: SCHED FOR COL. & B.P. SIZE -TOP OF FTG. 23 of 23 A K 17.00 x 11.68 in Scale Not Set
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