36C25518R0074-00001006.pdf
PDF 2 MB Posted
- Attached to
- Expand Parking Garage Project 589-401
- Solicitation number
- 36C25518R0074
About this file
36C25518R0074 00001 No 589-401 Drawings Vol 3.pdf
View the file
Other files
| File | Type | Posted |
|---|---|---|
| 36C25518R0074-00004000.docx | DOCX document | |
| 36C25518R0074-00003001.pdf | ||
| 36C25518R0074-00003000.docx | DOCX document | |
| 36C25518R0074-00002000.docx | DOCX document | |
| 36C25518R0074-00002001.pdf | ||
| 36C25518R0074-00002002.pdf | ||
| 36C25518R0074-00001011.pdf | ||
| 36C25518R0074-00001013.pdf | ||
| 36C25518R0074-00001008.pdf | ||
| 36C25518R0074-00001009.pdf | ||
| 36C25518R0074-00001014.pdf | ||
| 36C25518R0074-00001000.docx | DOCX document | |
| 36C25518R0074-00001010.pdf | ||
| 36C25518R0074-00001007.pdf | ||
| 36C25518R0074-00001003.pdf | ||
| 36C25518R0074-00001002.pdf | ||
| 36C25518R0074-00001012.pdf | ||
| 36C25518R0074-00001001.pdf | ||
| 36C25518R0074-00001005.pdf | ||
| 36C25518R0074-00001004.pdf | ||
| 36C25518R0074-009.pdf | ||
| 36C25518R0074-006.pdf | ||
| 36C25518R0074-002.docx | DOCX document | |
| 36C25518R0074-004.pdf | ||
| 36C25518R0074-005.pdf | ||
| 36C25518R0074-008.pdf | ||
| 36C25518R0074-007.pdf | ||
| 36C25518R0074-003.pdf | ||
| 36C25518R0074-001.docx | DOCX document | |
| 36C25518R0074-000.docx | DOCX document |
Show all 30
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
FD FD FD FD
FD FD FD
C
D
E
F
G
H
1.1 2 3 4 5 6 7 8 9 10 10.9 11
F.4
1'-0" 12'-3" 36'-0" 36'-0" 36'-0" 36'-0" 36'-0" 36'-0" 36'-0" 36'-0" 12'-3" 1'-0"
314'-6"
STAIR C STAIR D
F3
S-401
F3
S-402
CONTROL JOINTS,
TYPICAL, SEE D7
AND F7/S-510
5" CONCRETE SLAB ON GRADE,
TYPICAL. SEE NOTE 7
SNOW DUMP
AREA
SNOW DUMP
AREA
SEE NOTE 14
3'-6" 9'-4"
ELECTRICAL
ROOM
F1
S-101
SEE NOTE 15
SEE NOTE 15
727'-0"
727'-0"
726'-9
724'-8"
3'
-5
723'-3"
723'-3" 722'-8 " 723'-8"
3' -3
724'-3"
6' -4
725'-1 0 1
/2
5'
-7
726'-1"
726'-9 " 726'-9"
726'-9"
726'-9"
726'-9" 72 6' -9
728'-8" 728'-8
3'-1
0" 724'-2 1/2" 72
4' -7
727'-0"
6' -8
"726'-8"
727'-0"
730'-6
727'-0
726'-9
726'-9"
727'-0 " 727'-0"
'-9
727'-0"
726'-9
727'-0
726'-9
727'-0
727'-0"
730'-6"
ETW
ETW
GRID 3 TO 8
730'-6"
ETW
730'-6"
ETW
732'-5"
ETW
732'-5"
ETW
730'-9"
16'-0"
RAILING, SEE
ARCHITECTURAL
DRAWINGS
5" CONCRETE SLAB ON
GRADE, TYPICAL. SEE
NOTE 7
7'-0" 5'-0"
EDGE OF CONCRETE SLAB
F3
S-510
LINE G
TYP
AT COLUMN
COVERS TYP
A5
S-510
PROVIDE (2)
3/4"ø COIL
RODS FROM
COLUMN INTO
GRADE SLAB
WITH
HORIZONTAL
SLOTTED
INSERTS
EDGE OF
PHASE I SLAB
A5
S-510EDGE OF
PHASE I SLAB
F5
S-101
BOLLARD,
SEE C5/S-510
TYP
FLOOR DRAIN,
SEE D5/S-510 TYP
F5
S-510
TYP AT
COLUMNS
7' -0
730'-6"
730'-6"
730'-6"
ETW
ETW
ETW
728'-10"
ETW
NOTE 16
NOTE 16
726'-8
726'-8" 726'-8
729'-5"
ETW
733'-9"
ETW
729'-5"
ETW
BOLLARD, SEE B3/S-510
NOTE 16
NOTE 16
726'-3
726'-3
C7
S-510
727'-9"
SEE CIVIL FOR GRADE SLAB
SOUTH OF LINE G
E Q
E Q
E Q
E
Q EQ EQ EQ
1. REFER TO SHEET S-001 FOR GENERAL NOTES.
2. REFER TO DETAIL E7/S-101 FOR PLAN ELEVATION KEY.
3. REFER TO CIVIL DRAWINGS FOR EXTERIOR GRADE
ELEVATIONS.
4. REFER TO ARCHITECTURAL DRAWINGS FOR ENTRY /
EXIT PLANS.
5. REFER TO "S-400" SERIES AND ARCHITECTURAL
DRAWINGS FOR STAIR AND STAIR / ELEVATOR PLANS,
ELEVATIONS, STAIR DETAILS, AND SECTIONS.
6. REFER TO PLUMBING DRAWINGS FOR FLOOR DRAIN
LOCATIONS AND DETAILS.
7. CONCRETE INTERIOR SLAB ON GRADE SHALL BE 5"
THICK, UNDERLAIN BY 6" MINIMUM LAYER OF FREE
DRAINING BASE COURSE AND REINFORCED WITH #3 @
18" ON CENTER EACH WAY PLACED 2" CLEAR FROM TOP
OF SLAB. ALSO SEE GENERAL NOTE III.C.7 ON SHEET S-
001. GEOTECH SUPPLEMENTAL REPORT STATES TO
REMOVE 4 FEET OF EXISTING FILL BELOW FINISHED
GRADE AND REPLACE WITH ENGINEERED FILL. REFER
TO THE GEOTECHNICAL REPORT FOR ADDITIONAL
INFORMATION REGARDING SUBGRADE PREPARATION.
PROVIDE 1/2" JOINT FILLER AT GRADE SLAB AROUND
COLUMNS, TYPICAL. SEE F5/S-510.
8. USE STRAIGHT LINE INTERPOLATION FOR FLOOR
ELEVATION BETWEEN THOSE INDICATED.
9. PROVIDE CONSTRUCTION OR CONTROL JOINTS IN CIP
WALLS PER DETAIL A3/S-501 AND DETAIL B3/S-501 TO
MATCH JOINT IN SLAB ON GRADE.
10. PROVIDE CORNER REINFORCEMENT FOR CIP WALLS
PER DETAIL C3/S-501 AND DETAIL D3/S-501 AS
REQUIRED.
11. INDICATES PLAN MATCH LINE.
12. SEE SHEET S-321 FOR SHEAR WALL DETAILS.
13. REFER TO SHEET S-501 AND SHEET S-510 FOR TYPICAL
DETAILS.
14. GRADE SLAB IN ELECTRICAL ROOMS TO BE UNDERLAIN
BY 2" THICK LAYER OF SAND OVER A VAPOR RETARDER.
SEE SPECIFICATION 03 30 00.
15. GRADE SLAB IN SNOW DUMP AREAS TO BE 8" THICK AND
REINFORCED WITH #4 @ 6" OC PLACE AT MID-DEPTH.
USE FIBER-REINFORCED CONCRETE IN THESE AREAS
(MINIMUM DOSAGE FIBRILLATED POLY PROPYLENE
FIBERS PER SPECIFICATIONS)
16. FLOOR ELEVATIONS ALONG D ARE INTENDED TO MATCH
EXISTING FLOOR ELEVATIONS OF EXISTING GARAGE
ALONG LINE C. VERIFY IN FIELD.
LEVEL P2
EL 741'-8"
LEVEL P3
EL 753'-4"
LEVEL P4
EL 765'-0"
LEVEL P1
EL VARIES
ENTRY/EXIT
ENTRY/EXIT
DASHED LINE REPRESENTS
PHASE I STRUCTURE
EXIT
ENTRY
LEVEL P2
EL 741'-8"
LEVEL P3
EL 753'-4"
LEVEL P4
EL 765'-0"
LEVEL P1
EL VARIES
ENTRY/EXIT
ENTRY/EXIT
DASHED LINE REPRESENTS
PHASE I STRUCTURE
EXIT
ENTRY
LEVEL P2
EL 741'-8"
LEVEL P3
EL 753'-4"
LEVEL P4
EL 765'-0"
LEVEL P1
EL VARIES
ENTRY/EXIT
ENTRY/EXIT
DASHED LINE REPRESENTS
PHASE I STRUCTURE
EXIT
ENTRY
Drawing Title
Approved: Project Director
Project Title
Date
Location
Checked
Building Number
Project Number
Drawing Number
Drawn
Dwg.Revisions: Date
CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1
B
A
C
D
E
F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t
VA FORM 08-6231
1 2 3 4 5 6 87 9
F
E
D
C
B
A
97 8654321
Columbia, Missouri
07/08/16
S-111
BID ITEM 4, 5 AND 6 (DEDUCT) LEVEL P1 PLAN
EXPAND PARKING GARAGE 589-401
RES MAP
1/16" = 1'-0"F3
LEVEL P1 PLAN
(BID ITEM 4, 5 AND 6)
GENERAL SHEET NOTES
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
VERIFY THAT THERE IS A MINIMUM OF HEADROOM
BETWEEN ALL DRIVING SURFACES AND OVERHEAD
BEAMS PRIOR TO PLACING CONCRETE.
8'-4"
N
S
W
E
BID ITEM 4 (DEDUCT) ISOMETRIC
BID ITEM 5 (DEDUCT) ISOMETRIC
BID ITEM 6 (DEDUCT) ISOMETRIC
C
D
E
F
G
H
1.1 2 3 4 5 6 7 8 9 10 10.9 11
F.4
1'-0" 12'-3" 36'-0" 36'-0" 36'-0" 36'-0" 36'-0" 36'-0" 36'-0" 36'-0" 12'-3" 1'-0"
314'-6"
STAIR C STAIR D
F6
S-524
SEE NOTE 2
741'-9" 741'-9
741'-8"
0' -1
0"
741'-3"
0' -1
0"
741'-3"
0' -1
0" 741'-3"
0' -1
0"
741'-8
741'-9 "741'-9"
741'-8"
741'-8"
741'-8"
741'-8"
741'-8"
741'-8"
741'-8"
741'-8"
1'
-8
1' -8
1' -6
/2
741'-8"
741'-6 1/2"
1'
-5 " 740'-10" 74
1' -3
740'-10" 7 '-3
'-1
0" 74 1' -3
740'-10"
741'-5"
TYP
F8
S-524
AT
COLUMNS
F1
S-524
B1
S-524
F3
S-524
F5
S-401
F5
S-402
1. SEE SHEET S-103 FOR TYPICAL SHEET NOTES AND
LOCATIONS OF TYPICAL DETAIL REFERENCES (UNLESS
NOTED).
2. TRAFFIC TOPPING OVER ROOM. EXTEND 2'-0" PAST FACE
OF WALLS BELOW. SEE DETAILS B1 AND B3/S-502 FOR
TERMINATION DETAILS. CONCRETE FINISH AT TRAFFIC
TOPPING AREAS SHALL BE AS REQUIRED BY TRAFFIC
TOPPING INSTALLER.
3. RECESSED BOXES ANTICIPATED IN PRECAST CONCRETE
FOR EXTERIOR SCONCES ALONG LINE H. SEE ELECTRICAL
DRAWINGS.
LEVEL P2
EL 741'-8"
LEVEL P3
EL 753'-4"
LEVEL P4
EL 765'-0"
LEVEL P1
EL VARIES
ENTRY/EXIT
ENTRY/EXIT
DASHED LINE REPRESENTS
PHASE I STRUCTURE
EXIT
ENTRY
LEVEL P2
EL 741'-8"
LEVEL P3
EL 753'-4"
LEVEL P4
EL 765'-0"
LEVEL P1
EL VARIES
ENTRY/EXIT
ENTRY/EXIT
DASHED LINE REPRESENTS
PHASE I STRUCTURE
EXIT
ENTRY
LEVEL P2
EL 741'-8"
LEVEL P3
EL 753'-4"
LEVEL P4
EL 765'-0"
LEVEL P1
EL VARIES
ENTRY/EXIT
ENTRY/EXIT
DASHED LINE REPRESENTS
PHASE I STRUCTURE
EXIT
ENTRY
Drawing Title
Approved: Project Director
Project Title
Date
Location
Checked
Building Number
Project Number
Drawing Number
Drawn
Dwg.Revisions: Date
CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1
B
A
C
D
E
F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t
VA FORM 08-6231
1 2 3 4 5 6 87 9
F
E
D
C
B
A
97 8654321
Columbia, Missouri
07/08/16
S-112
BID ITEM 4, 5 AND 6 (DEDUCT) LEVEL P2 PLAN
EXPAND PARKING GARAGE 589-401
RES MAP
1/16" = 1'-0"F3
LEVEL P2 PLAN
(BID ITEM 4, 5 AND 6)
GENERAL SHEET NOTES
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
VERIFY THAT THERE IS A MINIMUM OF HEADROOM
BETWEEN ALL DRIVING SURFACES AND OVERHEAD
BEAMS PRIOR TO PLACING CONCRETE.
8'-4"
N
S
W
E
BID ITEM 4 (DEDUCT) ISOMETRIC
BID ITEM 6 (DEDUCT) ISOMETRIC
C
D
E
F
G
H
1.1 2 3 4 5 6 7 8 9 10 10.9 11
F.4
1'-0" 12'-3" 36'-0" 36'-0" 36'-0" 36'-0" 36'-0" 36'-0" 36'-0" 36'-0" 12'-3" 1'-0"
314'-6"
STAIR C STAIR D
F5
S-401
B3
S-522
B3
S-522
B5
S-522
F5
S-402
B3
S-522
B3
S-522
B5
S-522F1
S-522
1 TO 5
F1
S-522
6 TO 11
E5
S-522
F5
S-522
C2
S-551
F5
S-551
O.H.
F7
S-551
F5
S-551
3 TO 9
753'-5" 753'-5"
753'-4"
2' -6
752'-11"
2'
-6
752'-11"
2'
-6
752'-11"
2'
-6
753'-5" 753'-5
'-4
3' -4
753'-4"
753'-4"
753'-4"
753'-4"
753'-4"
753'-4"
753'-4"
753'-4"
753'-4"
3'
-4
3'
-2
/2
'-1
" 7 '-6
" 7 '-1
1" 7 2'-6" 75
2' -1
1" 752'-6" 75 2'
-1 1" 7
'-6
753'-1"
753'-2 1/2"
SEE B1/S-521 AT FLOOR DRAINS
AND D7/S-523 AT RISERS, TYP
F1
S-411
BID ITEM 5
(DEDUCT)
ONLY
F6
S-524
TYP
F8
S-524
AT COLUMNS
BID ITEM 3
AND 4
(DEDUCT)
F1
S-524
B1
S-524
F3
S-524
D1
S-524
AT COLUMNS
BID ITEM 5
AND 6
(DEDUCT)
E3
S-522
AT
COLUMNS
ELEVATION TOP OF P/C
TEE = 752'-6" + 11" TOPPING
ELEVATION TOP OF P/C
TEE = 752'-3" + 4" TOPPING
ELEVATION TOP OF P/C TEE
= 752'-6" + 11" TOPPING
ELEVATION TOP OF P/C
TEE = 752'-3" + 4" TOPPING
NOTE 18 NOTE 18
NOTE 18NOTE 18
F4
S-321
BID ITEM 6
(DEDUCT)
ONLY
TYP
F7
S-401
BID ITEM 3 AND 4
(DEDUCT)
BID ITEM 5 AND 6
(DEDUCT)
F7
S-402
BID ITEM 5 AND
6 (DEDUCT)
BID ITEM 3 AND
4 (DEDUCT)
(5) #5 x CONT
(5) #5 x CONT
(5) #5 x CONT
(5) #5 x CONT
(5) #5 x 28'-0"
(5) #5 x 16'-0"
(5) #5 x CONT
(5) #5 x CONT
(5) #5 x 28'-0"
(5) #5 x 16'-0"
(3) #5 x CONT
(3) #5 x CONT
(3) #5 x 14'-0"
NOTE 14
PROVIDE TYPE II THREADED
MECHANICAL REBAR SPLICE AT
ENDS OF (5) #5 CHORD STEEL
FOR FUTURE EXTENSION
PROVIDE TYPE II THREADED
MECHANICAL REBAR SPLICE AT
ENDS OF (5) #5 CHORD STEEL
FOR FUTURE EXTENSION
ELEVATION TOP OF P/C
TEE = 753'-1" + 4" TOPPING
ELEVATION TOP OF P/C
TEE = 753'-1" + 4"
TOPPING
NOTE 14
F8
S-523
BID ITEM 5 AND 6
(DEDUCT) ONLY
F8
S-523
BID ITEM 5 AND
6 (DEDUCT)
ONLY
NOTE 19 NOTE 19
NOTE 19
NOTE 19
F3
S-522
E7
S-522
E7
S-551
E7
S-551 F3
S-522
E7
S-522
B7
S-522
B7
S-522
F7
S-522
F7
S-522
O.H.
NOTE 20
1. REFER TO SHEET S-001 FOR GENERAL NOTES.
2. REFER TO DETAIL B6/S-101 FOR PLAN ELEVATION KEY.
3. REFER TO DETAIL B6/S-102 FOR TYPICAL BAY PLAN.
4. REFER TO PLUMBING DRAWINGS FOR FLOOR DRAIN
LOCATIONS AND DETAILS.
5. REFER TO SHEET S-551 FOR COLUMN DETAILS.
6. REFER TO SHEET S-520 FOR BEAM DETAILS.
7. REFER TO SHEET S-521 FOR TEE DETAILS.
8. NOT USED
9. REFER TO "S-400" SERIES AND ARCHITECTURAL
DRAWINGS FOR STAIR AND STAIR / ELEVATOR PLANS,
ELEVATIONS, DETAILS, AND SECTIONS.
10. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE
LOCATIONS AND INFORMATION.
11. REFER TO THIS SHEET FOR TYPICAL DETAIL
REFERENCES.
12. ALL COLUMNS ARE CENTERED ON GRID LINES, UNLESS
NOTED.
13. USE STRAIGHT LINE INTERPOLATION FOR FLOOR
ELEVATION BETWEEN THOSE INDICATED.
14. FOR BID ITEM 6 (DEDUCT), PROVIDE PLATES IN TOP OF
WALL FOR FUTURE VERTICAL EXPANSION OF SHEAR
WALL SIMILAR TO DETAIL F3/S-524. PROVIDE NMB SPLICE
SLEEVES AT PILASTER AND ENDS OF SHEAR WALL
SIMILAR TO D3/S-524.
15. REFER TO SHEET S-321 FOR LIGHT WALL AND SHEAR
WALL DETAILS.
16. INDICATES PLAN MATCH LINE..
17. SEE DETAIL F3/S-502, B7/S-502, AND F7/S-502 FOR
TYPICAL SEALANT REQUIREMENTS.
18. FLOOR ELEVATIONS SHOWN ALONG LINE D ARE MEANT
TO MATCH EXISTING FLOOR ELEVATIONS OF EXISTING
GARAGE ALONG LINE C. THESE REPRESENT THE TOP OF
A 1" WASH FOR THE EXISTING GARAGE. SEE DETAIL F7/S-
522 FOR CLARIFICATION. VERIFY EXISTING ELEVATIONS
IN FIELD.
19. PROVIDE CLOSURE PLATES AND ATTACH TO COLUMNS
C/3 AND C/9 SIMILAR TO B3/S-412. PROVIDE 12" WIDE x 3'-5" TALL x 1/4" THICK FLAT PLATE AND ATTACH TO
COLUMNS C/1 AND C/11. SEE B3/S-412 FOR REMAINING
INFORMATION.
20. PRECAST DESIGNER TO DESIGN ROOF TEES FOR RAIN
LOAD ASSUMING FLOOR DRAIN IS PLUGGED AND WATER
PONDS IN NEARBY VICINITY TO A HEIGHT EQUAL TO THE
HIGH POINT SEPARATING THE PLUGGED DRAIN FROM
THE NEXT DRAIN OVER.
LEVEL P2
EL 741'-8"
LEVEL P3
EL 753'-4"
LEVEL P4
EL 765'-0"
LEVEL P1
EL VARIES
ENTRY/EXIT
ENTRY/EXIT
DASHED LINE REPRESENTS
PHASE I STRUCTURE
EXIT
ENTRY
LEVEL P2
EL 741'-8"
LEVEL P3
EL 753'-4"
LEVEL P4
EL 765'-0"
LEVEL P1
EL VARIES
ENTRY/EXIT
ENTRY/EXIT
DASHED LINE REPRESENTS
PHASE I STRUCTURE
EXIT
ENTRY
LEVEL P2
EL 741'-8"
LEVEL P3
EL 753'-4"
LEVEL P4
EL 765'-0"
LEVEL P1
EL VARIES
ENTRY/EXIT
ENTRY/EXIT
DASHED LINE REPRESENTS
PHASE I STRUCTURE
EXIT
ENTRY
LEVEL P2
EL 741'-8"
LEVEL P3
EL 753'-4"
LEVEL P4
EL 765'-0"
LEVEL P1
EL VARIES
ENTRY/EXIT
ENTRY/EXIT
DASHED LINE REPRESENTS
PHASE I STRUCTURE
EXIT
ENTRY
Drawing Title
Approved: Project Director
Project Title
Date
Location
Checked
Building Number
Project Number
Drawing Number
Drawn
Dwg.Revisions: Date
CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1
B
A
C
D
E
F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t
VA FORM 08-6231
1 2 3 4 5 6 87 9
F
E
D
C
B
A
97 8654321
Columbia, Missouri
07/08/16
S-113
BID ITEM 3, 4, 5 AND 6 (DEDUCT) LEVEL P3
PLAN
EXPAND PARKING GARAGE 589-401
RES MAP
1/16" = 1'-0"F3
LEVEL P3 PLAN
(BID ITEM 3, 4, 5 AND 6)
GENERAL SHEET NOTES
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
VERIFY THAT THERE IS A MINIMUM OF HEADROOM
BETWEEN ALL DRIVING SURFACES AND OVERHEAD
BEAMS PRIOR TO PLACING CONCRETE.
8'-4"
N
S
W
E
BID ITEM 4 (DEDUCT) ISOMETRIC
BID ITEM 3 (DEDUCT) ISOMETRIC
BID ITEM 6 (DEDUCT) ISOMETRICBID ITEM 5 (DEDUCT) ISOMETRIC
C
D
E
F
G
H
1.1 2 3 4 5 6 7 8 9 10 10.9 11
F.4
1'-0" 12'-3" 36'-0" 36'-0" 36'-0" 36'-0" 36'-0" 36'-0" 36'-0" 36'-0" 12'-3" 1'-0"
314'-6"
STAIR C STAIR D
765'-1" 765'-1"
765'-0" 76 4' -2
764'-7"
4'
-2 " 764'-7" 76
4' -2
" 764'-7"
4'
-2
765'-1" 765'-1
765'-0
5' -0
765'-0"
764'-10 1/2"
765'-0"
765'-0"
765'-0"
765'-0"
765'-0"
765'-0"
765'-0"
765'-0"
5' -0
4'
-1
1/ 2"
4' -9
4'-2" 7
'-7
" 764'-2" 7 '-7
764'-2" 7 '-7
" 7 4'-2"
764'-9"
F8
S-523
F6
S-524
TYP
D6
S-524
AT
COLUMNS
F1
S-524
B1
S-524
F3
S-524
F7
S-401
F7
S-402
F8
S-523
(4) #6 x 30'-0"
(4) #6 x 16'-0"
(4) #6 x CONT
(4) #6 x CONT
(4) #6 x CONT
(4) #6 x CONT
(4) #6 x CONT
(4) #6 x CONT
(4) #6 x 30'-0"
(4) #6 x 16'-0"
(3) #5 x CONT
(3) #5 x CONT
(3) #5 x 14'-0"
(3) #5 x 14'-0"
PROVIDE TYPE II THREADED
MECHANICAL REBAR SPLICE AT
ENDS OF (4) #6 CHORD STEEL
FOR FUTURE EXTENSION
PROVIDE TYPE II THREADED
MECHANICAL REBAR SPLICE AT
ENDS OF (4) #6 CHORD STEEL
FOR FUTURE EXTENSION
SEE NOTE 20
ON SHEET S-113
1. SEE SHEET S-103 FOR TYPICAL SHEET NOTES AND
LOCATIONS OF TYPICAL DETAIL REFERENCES (UNLESS
NOTED).
LEVEL P2
EL 741'-8"
LEVEL P3
EL 753'-4"
LEVEL P4
EL 765'-0"
LEVEL P1
EL VARIES
ENTRY/EXIT
ENTRY/EXIT
DASHED LINE REPRESENTS
PHASE I STRUCTURE
EXIT
ENTRY
LEVEL P2
EL 741'-8"
LEVEL P3
EL 753'-4"
LEVEL P4
EL 765'-0"
LEVEL P1
EL VARIES
ENTRY/EXIT
ENTRY/EXIT
DASHED LINE REPRESENTS
PHASE I STRUCTURE
EXIT
ENTRY
LEVEL P2
EL 741'-8"
LEVEL P3
EL 753'-4"
LEVEL P4
EL 765'-0"
LEVEL P1
EL VARIES
ENTRY/EXIT
ENTRY/EXIT
DASHED LINE REPRESENTS
PHASE I STRUCTURE
EXIT
ENTRY
Drawing Title
Approved: Project Director
Project Title
Date
Location
Checked
Building Number
Project Number
Drawing Number
Drawn
Dwg.Revisions: Date
CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1
B
A
C
D
E
F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t
VA FORM 08-6231
1 2 3 4 5 6 87 9
F
E
D
C
B
A
97 8654321
Columbia, Missouri
07/08/16
S-114
BID ITEM 2, 3 AND 4 (DEDUCT) LEVEL P4 PLAN
EXPAND PARKING GARAGE 589-401
RES MAP
1/16" = 1'-0"F3
LEVEL P4 PLAN
(BID ITEM 2, 3 AND 4)
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
VERIFY THAT THERE IS A MINIMUM OF HEADROOM
BETWEEN ALL DRIVING SURFACES AND OVERHEAD
BEAMS PRIOR TO PLACING CONCRETE.
8'-4"
GENERAL SHEET NOTES
N
S
W
E
BID ITEM 2 (DEDUCT) ISOMETRIC
BID ITEM 3 (DEDUCT) ISOMETRIC
BID ITEM 4 (DEDUCT) ISOMETRIC
C
D
E
F
G
H
1.1 2 3 4 5 6 7 8 9 10 10.9 11
F.4
1'-0" 12'-3" 36'-0" 36'-0" 36'-0" 36'-0" 36'-0" 36'-0" 36'-0" 36'-0" 12'-3" 1'-0"
314'-6"
STAIR C STAIR D
765'-1" 765'-1"
765'-0" 76 4' -2
764'-7"
4'
-2 " 764'-7" 76
4' -2
" 764'-7"
4'
-2
765'-1" 765'-1
765'-0
5' -0
'-0
'-0
'-0
'-0
5'
-0
5'
-0
'-0
" 765'-0"
F8
S-523
F1
S-411
F6
S-524
TYP
D6
S-524
AT
COLUMNS
F1
S-524
B1
S-524
F3
S-524
F1
S-401
F1
S-402
(4) #6 x CONT
(4) #6 x CONT
(4) #6 x CONT
(4) #6 x CONT
(3) #5 x CONT
(3) #5 x CONT
(3) #5 x 14'-0"
(3) #5 x 14'-0"
PROVIDE TYPE II THREADED
MECHANICAL REBAR SPLICE AT
ENDS OF (4) #6 CHORD STEEL
FOR FUTURE EXTENSION
PROVIDE TYPE II THREADED
MECHANICAL REBAR SPLICE AT
ENDS OF (4) #6 CHORD STEEL
FOR FUTURE EXTENSION
NOTE 3
NOTE 2
NOTE 3
NOTE 2
SEE NOTE 20
ON SHEET S-113
1. SEE SHEET S-103 FOR TYPICAL SHEET NOTES AND
LOCATIONS OF TYPICAL DETAIL REFERENCES (UNLESS
NOTED).
2. PROVIDE EMBED PLATES ON FACE OF SHEAR WALL FOR
FUTURE CONNECTIONS TO TOPPING SLAB SIMILAR TO
DETAIL B5/S-522. PAINT TO MATCH COLOR OF
CONCRETE.
3. PROVIDE EMBED PLATES FOR FUTURE SPANDREL PANEL
PER DETAIL F5/S-551. PAINT TO MATCH COLOR OF
CONCRETE.
LEVEL P2
EL 741'-8"
LEVEL P3
EL 753'-4"
LEVEL P4
EL 765'-0"
LEVEL P1
EL VARIES
ENTRY/EXIT
ENTRY/EXIT
DASHED LINE REPRESENTS
PHASE I STRUCTURE
EXIT
ENTRY
Drawing Title
Approved: Project Director
Project Title
Date
Location
Checked
Building Number
Project Number
Drawing Number
Drawn
Dwg.Revisions: Date
CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1
B
A
C
D
E
F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t
VA FORM 08-6231
1 2 3 4 5 6 87 9
F
E
D
C
B
A
97 8654321
Columbia, Missouri
07/08/16
S-115
BID ITEM 5 (DEDUCT) LEVEL P4 PLAN
EXPAND PARKING GARAGE 589-401
RES MAP
0 8' 16' 32'
1/16" = 1'-0"
1/16" = 1'-0"F3
LEVEL P4 PLAN (BID ITEM 5)
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
VERIFY THAT THERE IS A MINIMUM OF HEADROOM
BETWEEN ALL DRIVING SURFACES AND OVERHEAD
BEAMS PRIOR TO PLACING CONCRETE.
8'-4"
N
S
W
E
GENERAL SHEET NOTES
EL
LEVEL P1
730' - 0"
EL
LEVEL P2
741' - 8"
EL
FOUNDATION
726' - 6"
EL
LEVEL P3
753' - 4"
EL
LEVEL P4
765' - 0"
1 1.1 2 3 4 5 6 7 8 9 10 10.9 11
1'-0" 12'-3" 36'-0" 36'-0" 36'-0" 36'-0" 36'-0" 36'-0" 36'-0" 36'-0" 12'-3" 1'-0"
314'-6"
VARIES
VARIES
SHEARWALLP/C IT BEAM,
TYPICAL
LIGHT POLE,
TYPICAL
P/C DOUBLE TEE,
TYPICAL
GRADE BEAM,
TYPICAL
DRILLED PIER ,
TYPICAL
DRILLED PIER CAP ,
TYPICAL
SNOW DUMP
AREA
P/C COLUMN,
TYPICAL
SEE D8/S-523 AT BASE OF
LIGHT POLES, TYPICAL
Drawing Title
Approved: Project Director
Project Title
Date
Location
Checked
Building Number
Project Number
Drawing Number
Drawn
Dwg.Revisions: Date
CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1
B
A
C
D
E
F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t
VA FORM 08-6231
1 2 3 4 5 6 87 9
F
E
D
C
B
A
97 8654321
Columbia, Missouri
07/08/16
S-301
LONGITUDINAL BUILDING SECTION
EXPAND PARKING GARAGE 589-401
RES MAP
1/16" = 1'-0"F4
LONGITUDINAL BUILDING SECTION
30'-0"
S-511
F6
S-321
F7
P/C HAUNCH
24" x 24" SHEAR WALL
PILASTER
GRID
LEVEL P2
LEVEL P3
LEVEL P4
T.O. SHEAR WALL
ELEVATION 768'-9"
T.O. FOUNDATION
SEE FOUNDATION PLAN
SIMILARTYPICAL
AT EACH END
QUAKE
Fx = 21k
QUAKE
Fx = 157k
QUAKE
Fx = 116k
QUAKE
Fx = 74k
FUTURE PV SYSTEM
38'-0"
S-511
F6
S-321
F7
S-321
F4
S-524
F3
24" x 24" SHEAR WALL
PILASTER
P/C HAUNCH
LINE F, BID ITEMS 5 AND 6 ONLY
LINE G, TYP (EXCEPT BID ITEM 1)
LINE F, TYP (EXCEPT BID ITEMS 5 AND 6)
LINE G, BID ITEM 1 ONLYGRID
LEVEL P2
LEVEL P3
LEVEL P4
T.O. FOUNDATION
SEE FOUNDATION PLAN
SIMILARTYPICAL
AT EACH END
QUAKE
Fx = 26k
QUAKE
Fx = 194k
QUAKE
Fx = 141k
QUAKE
Fx = 89k
FUTURE PV SYSTEM
SIMILAR
1'-0"
SHEAR
WALL
4" 4"
P R
O J E
C T
IO
N
E M
B E
D M
E N
T L
E N
G T
H
T O
D E
V E
L O
P B
A R
S
T.O. FOUNDATION
SEE FOUNDATION PLAN
GROUT AFTER CONNECTION
IS COMPLETE WITH
NON-SHRINK NON-STAIN
GROUT
MORTAR GROUT BY
PRECASTER
NMB SLEEVES
REINFORCING WITH
STANDARD HOOK
CORRUGATED SLEEVE
AROUND BARS TO ALLOW
ALIGNMENT AT ERECTION,
GROUT SOLID AFTER
ALIGNMENT
TYPICAL AT EACH
END OF SHEAR WALL
PLAN
SECTION
NOTES:
1. CONNECTION BY PRECASTER. SEE NOTE 3.
6"6"
3'-6" WASH 3'-6" WASH
ETS
SEE PLAN
G
F
HAUNCH, TYPICAL
CHORD STEEL. SEE PLAN
AND DETAIL C1/S-521
BEARING PLATE AND
PAD, TYPICAL
SEE TOPPING
DETAIL C1/S-521
CIP TOPPING
P/C SHEARWALL
TOOLED JOINT WITH SEALANT
CONTINUOUS ETHAFOAM
CONCRETE DAM AS REQUIRED
P/C TEE
CONNECTION PERFORMANCE
DESIGN BY PRECASTER BASED
ON ANTICIPATED HORIZONTAL
LOADS SHOWN ON DETAIL
D4/S-321
#5x7'-0"@ 12" OC
#4 U-BAR WITH 2'-0"
LEGS @ 12" OC
AT BID ITEM 6, LINE F, PROVIDE
EMBED PLATES FOR FUTURE
VERT EXPANSION OF SHEAR
WALL. ASSUME LOADS FROM
FULL BASE BID STRUCTURE
TYP (EXCEPT BID ITEMS 5 AND 6)
BID ITEM 1 ONLY
xxxxx x x x x x
SW1. REFER TO SHEET S-001 FOR GENERAL NOTES.
SW2. SHEAR WALL DESIGN IS PERFORMANCE DESIGN
AND SHALL INCLUDE SIZE, NUMBER, AND LOCATION
` OF VERTICAL AND HORIZONTAL REINFORCING.
DESIGN SHALL ALSO INCLUDE BASE CONNECTIONS,
PIECE CONNECTIONS, HAUNCH OR LEDGE
REINFORCEMENT, AND SIZE, NUMBER, AND
SPACING OF INSERT/COIL ROD (OR OTHER SHEAR
TRANSFER) CONNECTIONS INTO CIP TOPPING FOR
SHEAR TRANSFER OF LATERAL LOADS. SEE
SPECIFICATION 03 41 00 FOR PRECAST CONCRETE.
SW3. FOR SHEAR WALL SIZES, SEE SHEAR WALL
ELEVATIONS THIS SHEET AND STRUCTURAL DETAILS.
SW4. FOR SHEAR WALL BASE CONNECTIONS SEE DETAILS
F6/S-511 AND F7/S-321.
SW5. FOR LATERAL LOADS DUE TO WIND AND SEISMIC,
SEE DETAIL D4 & D7/S-321. LOADS INDICATED
REPRESENT VERTICAL DISTRIBUTION OF FORCES
PER ASCE 7-10 (LOADS ARE REVERSIBLE).
SW6. FOR EMBEDDED PLATES TO RECEIVE WELDS AS
PART OF WELDED CONNECTIONS SEE DETAIL
B8/S523.
1. LATERAL SEISMIC LOADS SHOWN ON SHEAR WALL
ELEVATIONS ARE FACTORED LOADS. LOAD
COMBINATIONS SHALL FOLLOW ASCE 7-10, WHICH
INCLUDES THE VERTICAL COMPONENT Ev.
2. FOR DESIGN PURPOSES, LATERAL LOADS SHALL BE
CONSIDERED IN CONJUNCTION WITH ALL DEAD AND
LIVE LOADS.
3. WALL CONNECTIONS ARE PERFORMANCE DESIGN BY
PRECASTER AND SHALL COMPLY WITH ACI 318-11
SECTION 21.4 FOR INTERMEDIATE PRECAST
STRUCTURAL WALLS..
D7
SHEAR WALL PANEL ELEVATION
GENERAL SHEET NOTES
P/C SHEAR WALL NOTES
Drawing Title
Approved: Project Director
Project Title
Date
Location
Checked
Building Number
Project Number
Drawing Number
Drawn
Dwg.Revisions: Date
CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1
B
A
C
D
E
F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t
VA FORM 08-6231
1 2 3 4 5 6 87 9
F
E
D
C
B
A
97 8654321
Columbia, Missouri
07/08/16
S-321
PRECAST SHEAR WALL
EXPAND PARKING GARAGE 589-401
RES MAP
1/8" = 1'-0"D4
SHEAR WALL PANEL ELEVATION
F7
SHEAR WALL BASE CONNECTION
DETAIL
F4
TOP OF SHEAR WALL DETAIL
1. REFER TO SHEET S-001 FOR GENERAL NOTES.
2. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL
DRAWINGS.
3. PRECAST STAIR/ELEVATOR TOWER CONSTRUCTION:
DESIGN IS PERFORMANCE DESIGN AND SHALL INCLUDE
TYPE, NUMBER, AND LOCATION OF REINFORCING FOR
ALL MEMBERS (WALLS, SLABS, ETC.). DESIGN SHALL
ALSO INCLUDE ALL MEMBER TO MEMBER AND BASE
CONNECTIONS. DESIGN SHALL ASSUME "BID ITEM 1"
TOWER IS FINAL FUTURE CONDITION. THE STAIRS
SHALL BE DESIGNED ACCORDING TO ALL THE
REQUIREMENTS IN IBC 2012, INCLUDING SUPPORTING
THEIR OWN WEIGHT PLUS A SUPERIMPOSED LIVE LOAD
EQUAL TO 100 psf. SEE SPEC SECTION 03 41 00 FOR
PRECAST CONCRETE.
4. ALL REFERENCES, DETAILS, REINFORCING, MEMBER
SIZES, CONNECTIONS, ETC. SHOWN ON C5/S-401 AND
F5/S-401 APPLY TO ALL SUPPORTED LEVELS UNLESS
NOTED OTHERWISE.
5. SEE ARCHITECTURAL DRAWINGS FOR MATERIAL
LEGEND.
6. FLOOR ELEVATION TOP OF CIP TOPPING AT MAIN
LANDING = 741'-6" AT LEVEL P2. ADD 11'-8" FOR EACH
FLOOR ABOVE.
G
1.1 2
F.4
2.1
1'-0" 12'-3" 4"
720'-6"
DP-5DPC-8
675'-0"
720'-6"
DPC-8 DP-5
675'-0" 720'-6"
DP-4DPC-7
675'-0"
720'-6"
DP-6DPC-6
675'-0"
GB-4
GB-4
COLUMN NOT PRESENT
FOR BID ITEMS 4, 5 AND 6.
PROVIDE ANCHOR BOLTS
(GALVANIZED) FOR FUTURE
COLUMNS. WRAP WITH
PLASTIC AND ENCASE IN
LEAN CONCRETE
B8
S-412
B8
S-412
B6
S-412
B8
S-412
720'-6"
GB-5GB-5
720'-6"
720'-6"
720'-6"
4" 4"
4" 4"
8"
CIP FOOTING FOR
BID ITEMS 4, 5
AND 6
1'-6"
10"
6"
C DP
AND CAP
L
C DPL
4"
C DP
AND CAP
L
C DP
AND CAP
L
C DP AND
CAP
L
4"
C DPL
C DP
AND CAP
L
C DP
AND CAP
L
G
1.1 2
F.4
2.1
1'-0" 12'-3" 4"
3'-11"
BOLLARDS, SEE
C5/S-510
D8
S-410
5" GRADE SLAB
SEE SHEET S-101
ETS = 723'-4"
10" P/C WALLS TYP
1" WASH
D3
S-412
G
1.1 2
F.4
2.1
1'-0" 12'-3" 4"
F1
S-403
F3
S-403
3'-11"
BOLLARDS, SEE
F7/S-523 TYP
4" 10" 10'-3" 10" 4" 1'-0"
EXPANSION JOINT,
SEE D1/S-502 AND
D3/S-502 TYP
D6
S-412
F6
S-412
D6
S-412
F5
S-410F1
S-410
E5
S-410
AT HORIZONTAL
JOINTS TYP
C5
S-410
AT CORNERS
TYP D3
S-410
AT SIDES OF
LANDING TYP
10" P/C WALLS
TYP
OUTLINE OF
LEDGE BELOW
OUTLINE OF
LEDGE BELOW
TURN EXPANSION
JOINT UP 6"
BETWEEN P/C
PIECES TYP
SEE B3/S-412 SIM FOR
CLOSURE PLATE
SEE B3/S-412 SIM FOR
CLOSURE PLATE
F8
S-410
SEE A5/S-523 AT
RAILINGS
G
1.1 2
F.4
2.1
1'-0" 12'-3" 4"
F1
S-403
F3
S-403
F6
S-411
F1
S-410
OUTLINE OF
LEDGE BELOW
OUTLINE OF
LEDGE BELOW
HOLD TOP OF
COLUMN BELOW
FLOOR LINE
HOLD TOP OF
COLUMN BELOW
FLOOR LINE
G
1.1 2
F.4
2.1
12'-3" 4"
D8
S-411
TYP ALL
AROUND
ROOF
4" 12'-4" 7"
1'-0"
FOR BID ITEMS 5 AND 6:
PROVIDE EMBED PLATES ALL
AROUND PERIMETER IN TOP OF
WALLS PER E5/S-410 FOR FUTURE
VERTICAL EXTENSION OF WALL.
DESIGN FOR FUTURE EXPANSION TO
MATCH STAIR TOWER SHOWN IN BID
ITEM 1 OF THESE DRAWINGS.
8" PRECAST SLAB.
FOR BID ITEMS 5 AND 6:
PROVIDE RECESSED LIFT
LOOPS/INSERTS FOR
EASY SLAB REMOVAL AT
TIME OF FUTURE
EXPANSION. PROTECT
FROM WEATHER WITH
PLASTIC CAPS AND
SEALANT
DOWN SPOUT,
SEE ARCHITECTURAL
ETS = 776'-4" TYP
ETS = 764'-8"
BID ITEMS 5 AND 6
B3
S-411
BID
ITEMS 5
AND 6
G
1.1 2
F.4
2.1
1'-0" 12'-3" 4"
3'-11"
BOLLARDS, SEE
C5/S-510
D8
S-410
5" GRADE SLAB
SEE SHEET S-101
ETS = 723'-4"
10" P/C WALLS TYP
G A
P
11" P/C WALL
PANEL
1" WASH
D3
S-412
G
1.1 2
F.4
2.1
F1
S-403
F3
S-403
1'-0" 12'-3" 4"
BOLLARDS, SEE
F7/S-523 TYP
EXPANSION JOINT,
SEE D1/S-502 AND
D3/S-502 TYP
4" 10" 10'-3" 10" 4"
1'-0"
D1
S-410
F5
S-410
3'-11" 5
F6
S-412
D6
S-412
E5
S-410
AT HORIZONTAL
JOINTS TYP
C5
S-410
AT CORNERS
TYP D3
S-410
AT SIDES OF
LANDING TYP
F1
S-410
F1
S-410
TURN EXPANSION JOINT
UP 6" BETWEEN P/C
PIECES TYP
B1
S-410
OH
OH
10" P/C WALLS
TYP
OUTLINE OF
LEDGE BELOW
OUTLINE OF
LEDGE BELOW
SEE B3/S-412 SIM FOR
CLOSURE PLATE
F8
S-410
SEE A5/S-523 AT
RAILINGS
G
1.1 2
F.4
2.1
F1
S-403
F3
S-403
1'-0" 12'-3" 4"
BID ITEMS 5 AND 6:
REVISE TOWERS TO 3 LEVELS BY
REMOVING LEVEL P4 AND
RELOCATING TOP OF ROOF LEVEL
TO ELEVATION 764'-8"
F6
S-411
F1
S-410
OUTLINE OF
LEDGE BELOW
OUTLINE OF
LEDGE BELOW
HOLD TOP OF
COLUMN BELOW
FLOOR LINE
HOLD TOP OF
COLUMN BELOW
FLOOR LINE
FOR BID ITEMS 5 AND 6, THIS PIECE TO
BE DETAILED FOR EASY REMOVAL
AT TIME OF FUTURE EXPANSION
(BOLT CONNECTIONS, RECESSED
LIFT LOOPS LEFT IN PLACE, ETC)
Drawing Title
Approved: Project Director
Project Title
Date
Location
Checked
Building Number
Project Number
Drawing Number
Drawn
Dwg.Revisions: Date
CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1
B
A
C
D
E
F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t
VA FORM 08-6231
1 2 3 4 5 6 87 9
F
E
D
C
B
A
97 8654321
Columbia, Missouri
07/08/16
S-401
STAIR C - ENLARGED PLAN
EXPAND PARKING GARAGE 589-401
RES MAP
GENERAL SHEET NOTES
0 2' 4' 8'
1/4" = 1'-0"
1/4" = 1'-0"C1
FOUNDATION PLAN
0 2' 4' 8'
1/4" = 1'-0"
1/4" = 1'-0"C3
LEVEL P1 PLAN
(BID ITEM 1, 2 AND 3)
0 2' 4' 8'
1/4" = 1'-0"
1/4" = 1'-0"C5
LEVEL P2 PLAN
(BID ITEM 1, 2 AND 3)
LEVEL P3 PLAN (BID ITEM 1 AND 2)
0 2' 4' 8'
1/4" = 1'-0"
1/4" = 1'-0"C7
LEVEL P4 PLAN (BID ITEM 1)
N
S
W
E
0 2' 4' 8'
1/4" = 1'-0"
1/4" = 1'-0"F1
ROOF LEVEL PLAN
0 2' 4' 8'
1/4" = 1'-0"
1/4" = 1'-0"F3
LEVEL P1 PLAN
(BID ITEM 4, 5 AND 6)
0 2' 4' 8'
1/4" = 1'-0"
1/4" = 1'-0"F5
LEVEL P2 PLAN
(BID ITEM 4, 5 AND 6)
LEVEL P3 PLAN (BID ITEM 3 AND 4)
0 2' 4' 8'
1/4" = 1'-0"
1/4" = 1'-0"F7
LEVEL P4 PLAN
(BID ITEM 2, 3 AND 4)
LEVEL P3 PLAN (BID ITEM 5 AND 6)
1. REFER TO SHEET S-001 FOR GENERAL NOTES.
2. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL
DRAWINGS.
3. PRECAST STAIR/ELEVATOR TOWER CONSTRUCTION:
DESIGN IS PERFORMANCE DESIGN AND SHALL INCLUDE
TYPE, NUMBER, AND LOCATION OF REINFORCING FOR
ALL MEMBERS(WALLS, SLABS, ETC.). DESIGN SHALL
ALSO INCLUDE ALL MEMBER TO MEMBER AND BASE
CONNECTIONS. DESIGN SHALL ASSUME "BID ITEM 1"
TOWER IS FINAL FUTURE CONDITION. THE STAIRS
SHALL BE DESIGNED ACCORDING TO ALL THE
REQUIREMENTS IN IBC 2012, INCLUDING SUPPORTING
THEIR OWN WEIGHT PLUS A SUPERIMPOSED LIVE LOAD
EQUAL TO 100 psf. SEE SPEC SECTION 03 41 00 FOR
PRECAST CONCRETE.
4. ALL REFERENCES, DETAILS, REINFORCING, MEMBER
SIZES, CONNECTIONS, ETC. SHOWN ON C5/S-402 AND
F5/S-402 APPLY TO ALL SUPPORTED LEVELS UNLESS
NOTED OTHERWISE.
5. SEE ARCHITECTURAL DRAWINGS FOR MATERIAL
LEGEND.
6. FLOOR ELEVATION TOP OF CIP TOPPING AT MAIN
LANDING = 741'-6" AT LEVEL P2. ADD 11'-8" FOR EACH
FLOOR ABOVE.
7. PROVIDE HSS8x4x3/8 ABOVE TOP MOST LANDING FOR
CURTAIN WALL SUPPORT. LINE UP WITH HORIZONTAL
MULLION TO OBSCURE STEEL BEAM FROM EXTERIOR
VIEW. SEE F3/S-410 FOR CONNECTIONS AT ENDS.
G
10 10.9 11
F.4
9.9
4" 12'-3" 1'-0"
723'-6"
DP-6DPC-6
700'-0"
700'-0" 723'-6"
DP-5DPC-8
700'-0"
723'-6"
DP-5DPC-8
700'-0"
GB-4
GB-4
COLUMN NOT PRESENT
FOR BID ITEMS 4, 5 AND
6. PROVIDE ANCHOR
BOLTS (GALVANIZED)
FOR FUTURE COLUMNS
AND WRAP WITH PLASTIC
AND ENCASE IN LEAN
CONCRETE
WALL PANEL NOT PRESENT FOR
BID ITEMS 4, 5 AND 6. PROVIDE
EMBED PLATE FOR FUTURE WALL
PANEL AND EPOXY PAINT
723'-6"
723'-6"
723'-6" 723'-6"
GB-5 GB-5
B8
S-412
B8
S-412
B8
S-412
D8
S-412
"9
8" 4"
10" 4" 5" 8" 4"
1"
10"
C DP
AND CAP
L
C DP
AND CAP
L
C DP
AND CAP
L
C DPL
" 1
C DPL
4" C DP
AND CAP
L
4"
C DP
AND CAP
L
6"
C DP
AND CAP
L
723'-6"
DPC-7 DP-4
G
10 10.9 11
F.4
9.9
4" 12'-3" 1'-0"
3'-11"
BOLLARD, SEE
C5/S-510
B3
S-410
5" GRADE SLAB
SEE SHEET S-101
ETS = 725'-10 1/2"
F8
S-412
ETS = 727'-0"
A3
S-410
1" WASH
1" WASH
D3
S-412
G
10 10.9 11
F.4
9.9
4" 12'-3" 1'-0"
F5
S-403
F8
S-403
3'-11"
BOLLARDS, SEE
F7/S-523 TYP
EXPANSION JOINT,
SEE D1/S-502 AND
D3/S-502 TYP
1'-0"1'-0" 4"
D3
S-410
AT SIDES OF
LANDING TYP
D6
S-412
F5
S-410 F1
S-410
F6
S-412
D6
S-412
1'-0" 4" 10" 10'-3" 10" 4"
OUTLINE OF
LEDGE BELOW
C5
S-410
AT CORNERS
TYP
E5
S-410
AT HORIZONTAL
JOINTS TYP
1'-0" WIDE P/C
BEAM
TURN EXPANSION
JOINT UP 6" BETWEEN
P/C PIECES TYP
SEE B3/S-412 FOR CLOSURE PLATE
SEE B3/S-412 FOR CLOSURE PLATE
SEE A5/S-523 AT
RAILINGS
F8
S-410
G
10 10.9 11
F.4
9.9
4" 12'-3" 1'-0"
F5
S-403
F8
S-403
F6
S-411
OUTLINE OF
LEDGE BELOW
HOLD TOP OF
COLUMNS BELOW
FLOOR LINE
HOLD TOP OF
COLUMNS BELOW
FLOOR LINE
OUTLINE OF
LEDGE BELOW
NOTE 7
G
10 10.9 11
F.4
9.9
4" 12'-3" 1'-0"
12'-11" 4"
D8
S-411
F8
S-411
D8
S-411
D8
S-411
8" PRECAST SLAB.
FOR BID ITEMS 5 AND 6:
PROVIDE RECESSED LIFT
LOOPS/INSERTS FOR
EASY SLAB REMOVAL AT
TIME OF FUTURE
EXPANSION. PROTECT
FROM WEATHER WITH
PLASTIC CAPS AND
SEALANT
FOR BID ITEMS 5 AND 6:
PROVIDE EMBED PLATES ALL
AROUND PERIMETER IN TOP
OF WALLS PER E5/S-410 FOR
FUTURE VERTICAL EXTENSION
OF WALL. DESIGN FOR
FUTURE EXPANSION TO
MATCH STAIR TOWER SHOWN
IN BID ITEM 1 OF THESE
DRAWINGS.
D6
S-411
BID ITEMS
5 AND 6
ONLY
B8
S-411
BID ITEMS
5 AND 6
ONLY
B8
S-411
BID ITEMS
5 AND 6
ONLY
DOWN SPOUT,
SEE ARCHITECTURAL
ETS = 776'-4" TYP
ETS = 764'-8"
BID ITEMS 5 AND 6
B3
S-411
BID
ITEMS
5 AND 6
G
10 10.9 11
F.4
9.9
4" 12'-3" 1'-0"
3'-11"
BOLLARD, SEE
C5/S-510
5" GRADE SLAB
SEE SHEET S-101
ETS = 725'-10 1/2"
F8
S-412
ETS = 727'-0"
B3
S-410
A3
S-410
1" WASH
D3
S-412
G
10 10.9 11
F.4
9.9
F5
S-403
F8
S-403
4" 12'-3" 1'-0"
3'-11"
BOLLARDS, SEE
F7/S-523 TYP
EXPANSION JOINT,
SEE D1/S-502 AND
D3/S-502 TYP
1'-0"1'-0" 4"
D3
S-410
AT SIDES OF
LANDING TYP
D6
S-412
F5
S-410
F1
S-410
F6
S-412
1'-0" 4" 10" 10'-3" 10" 4"
C5
S-410
AT CORNERS
TYP
E5
S-410
AT HORIZONTAL
JOINTS TYP
1'-0" WIDE P/C
BEAM
TURN EXPANSION
JOINT UP 6" BETWEEN
P/C PIECES TYP
D1
S-410
B1
S-410
F1
S-410
OUTLINE OF
LEDGE BELOW
OUTLINE OF
LEDGE BELOW
SEE B3/S-412 FOR
CLOSURE PLATE
SEE A5/S-523 AT
RAILINGS
F8
S-410
G
10 10.9 11
F.4
9.9
F5
S-403
F8
S-403
4" 12'-3" 1'-0"
BID ITEMS 5 AND 6:
REVISE TOWERS TO 3 LEVELS BY REMOVING
LEVEL P4 AND RELOCATING TOP OF ROOF
LEVEL TO ELEVATION 764'-8"
D1
S-410
F6
S-411
OUTLINE OF
LEDGE BELOW
HOLD TOP OF
COLUMNS BELOW
FLOOR LINE
HOLD TOP OF
COLUMNS BELOW
FLOOR LINE
OUTLINE OF
LEDGE BELOW
FOR BID ITEMS 5 AND 6, THIS PIECE TO
BE DETAILED FOR EASY REMOVAL
AT TIME OF FUTURE EXPANSION
(BOLT CONNECTIONS, RECESSED
LIFT LOOPS LEFT IN PLACE, ETC)
NOTE 7
Drawing Title
Approved: Project Director
Project Title
Date
Location
Checked
Building Number
Project Number
Drawing Number
Drawn
Dwg.Revisions: Date
CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1
B
A
C
D
E
F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t
VA FORM 08-6231
1 2 3 4 5 6 87 9
F
E
D
C
B
A
97 8654321
Columbia, Missouri
07/08/16
S-402
STAIR D - ENLARGED PLAN
EXPAND PARKING GARAGE 589-401
RES MAP
GENERAL SHEET NOTES
0 2' 4' 8'
1/4" = 1'-0"
1/4" = 1'-0"C1
FOUNDATION PLAN
N
S
W
E
0 2' 4' 8'
1/4" = 1'-0"
1/4" = 1'-0"C3
LEVEL P1 PLAN
(BID ITEM 1, 2 AND 3)
0 2' 4' 8'
1/4" = 1'-0"
1/4" = 1'-0"C5
LEVEL P2 PLAN
(BID ITEM 1, 2 AND 3)
LEVEL P3 PLAN (BID ITEM 1 AND 2)
0 2' 4' 8'
1/4" = 1'-0"
1/4" = 1'-0"C7
LEVEL P4 PLAN (BID ITEM 1)
0 2' 4' 8'
1/4" = 1'-0"
1/4" = 1'-0"F1
ROOF LEVEL PLAN
0 2' 4' 8'
1/4" = 1'-0"
1/4" = 1'-0"F3
LEVEL P1 PLAN
(BID ITEM 4, 5 AND 6)
0 2' 4' 8'
1/4" = 1'-0"
1/4" = 1'-0"F5
LEVEL P2 PLAN
(BID ITEM 4, 5 AND 6)
LEVEL P3 PLAN (BID ITEM 3 AND 4)
0 2' 4' 8'
1/4" = 1'-0"
1/4" = 1'-0"F7
LEVEL P4 PLAN
(BID ITEM 2, 3 AND 4)
LEVEL P3 PLAN (BID ITEM 5 AND 6)
8" P/C SLAB
10" P/C WALL
LEVEL P4
LEVEL P3
LEVEL P2
LEVEL P1
TOP OF ROOF
BID ITEMS 5 AND 6:
REVISE TOWERS TO 3 LEVELS BY
REMOVING LEVEL P4 AND
RELOCATING TOP OF ROOF LEVEL TO
ELEVATION 764'-8"
Fx = 3.2k QUAKE
Fx = 2.4k QUAKE
Fx = 2.0k QUAKE
Fx = 2.2k QUAKE
TOP OF FOUNDATION
SEE PLAN
8" P/C SLAB
10" P/C WALL
LEVEL P4
LEVEL P3
LEVEL P2
LEVEL P1
BID ITEMS 5 AND 6:
REVISE TOWERS TO 3 LEVELS BY
REMOVING LEVEL P4 AND RELOCATING
TOP OF ROOF LEVEL TO ELEVATION
764'-8"
TOP OF ROOFFx = 2.2k QUAKE
Fx = 2.0k W
Fx = 3.2k QUAKE
Fx = 3.9k W
Fx = 2.4k QUAKE
Fx = 3.7k W
Fx = 2.0k QUAKE
Fx = 4.8k W
TOP OF FOUNDATION
SEE PLAN
8" P/C SLAB
10" P/C WALL
LEVEL P4
LEVEL P3
LEVEL P2
LEVEL P1
BID ITEMS 5 AND 6:
REVISE TOWERS TO 3 LEVELS BY
REMOVING LEVEL P4 AND
RELOCATING TOP OF ROOF LEVEL TO
ELEVATION 764'-8"
TOP OF ROOFFx = 2.9k QUAKE
Fx = 4.1k QUAKE
Fx = 3.0k QUAKE
Fx = 2.5k QUAKE
TOP OF FOUNDATION
SEE PLAN
8" P/C SLAB
10" P/C WALL
LEVEL P4
LEVEL P3
LEVEL P2
LEVEL P1
BID ITEMS 5 AND 6:
REVISE TOWERS TO 3 LEVELS BY
REMOVING LEVEL P4 AND RELOCATING
TOP OF ROOF LEVEL TO ELEVATION 764'-
8"
TOP OF ROOF
Fx = 2.2k QUAKE
Fx = 2.0k W
Fx = 3.2k QUAKE
Fx = 3.9k W
Fx = 2.4k QUAKE
Fx = 3.7k W
Fx = 2.0k QUAKE
Fx = 4.8k W
TOP OF FOUNDATION
SEE PLAN
1. REFER TO SHEET S-001 FOR GENERAL NOTES.
2. SHEAR WALL DESIGN IS PERFORMANCE DESIGN AND
SHALL INCLUDE SIZE, NUMBER, AND LOCATION OF
VERTICAL AND HORIZONTAL REINFORCING. DESIGN
SHALL ALSO INCLUDE BASE CONNECTION, PIECE
CONNECTIONS, SIZE, NUMBERS, AND SPACING OF
SHEAR TRANSFER CONNECTIONS FOR TRANSFER OF
LATERAL LOADS. SEE SPECIFICATION 03 41 00 FOR
PRECAST CONCRETE.
3. FOR SHEAR WALL SIZES, SEE ELEVATIONS THIS SHEET
AND STRUCTURAL DETAILS.
4. LATERAL LOADS ARE DUE TO WIND OR SEISMIC AS
INDICATED. LOADS INDICATED REPRESENT VERTICAL
AND HORIZONTAL DISTRIBUTION PER ASCE 7-10.
5. FOR SHEAR WALL BASE CONNECTION SEE F7/S-321 AND
E5/S-410
6. WIND LOADS AND SEISMIC LOADS ARE ULTIMATE.
7. SEISMIC CONTROLS WHERE NO WIND LOADS ARE
SHOWN.
8. DETAILS ON THIS SHEET ARE ONLY INTENDED TO
PROVIDE ENOUGH INFORMATION FOR PROPER
APPLICATION OF LATERAL LOADS. THESE DETAILS ARE
PURPOSELY MISSING INFORMATION. ARCHITECTURAL
ITEMS AND CERTAIN STRUCTURAL ITEMS HAVE BEEN
OMITTED FOR CLARITY.
9. ALSO REFER TO GENERAL SHEET NOTES ON SHEET S-
321.
Drawing Title
Approved: Project Director
Project Title
Date
Location
Checked
Building Number
Project Number
Drawing Number
Drawn
Dwg.Revisions: Date
CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1
B
A
C
D
E
F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t
VA FORM 08-6231
1 2 3 4 5 6 87 9
F
E
D
C
B
A
97 8654321
Columbia, Missouri
07/08/16
S-403
P/C PANEL ELEVATIONS
EXPAND PARKING GARAGE 589-401
RES MAP
F1
EAST/WEST WALLS OF STAIR
TOWER C
F3
NORTH/SOUTH WALLS OF STAIR
TOWER C
F5
WEST WALL OF STAIR TOWER D
F8
NORTH/SOUTH WALLS OF STAIR
TOWER D
GENERAL SHEET NOTES
V A
R
IE
S S
E E
P L A
N
VARIES SEE ARCH VARIES SEE ARCH VARIES SEE ARCH
1"
3/4" C
LR
T Y P
11"
MIN
11"
MIN
10"
ETS
SEE PLANx x x xxx
P/C CONCRETE
NOTE: PLACEMENT OF ADDITIONAL
REINFORCING SHOWN APPLIES TO
LANDING AT TOP OF A STAIR
FLIGHT.
ADD'L REINF AS REQ'D BY P/C
SUPPLIER DUE TO ORIENTATION
DURING HANDLING
CIP CONC W/ 6 x 6
- W1.4 x W1.4 WWR
EMBEDDED METAL
ABRASIVE NOSING
TYP, SEE ARCH &
SPECIFICATIONS
(3) #4 @ 3" O.C. x CONT.
AT TOPPING MID-DEPTH
(3) #4 @ 3" O.C. x
CONT. AT TOPPING
MID-DEPTH
TOOLED JOINT
WITH SEALANT
TOOLED JOINT
WITH SEALANT
NOTE: STAIR SLAB DESIGN BY PRECASTER TO WITH STAND HORIZONTAL AND VERTICAL
LOADS FROM CURTAIN WALL SYSTEM. COORDINATE LOADS WITH CURTAIN WALL SUPPLIER.
1'-6"
4"P/C STAIR
SLAB-ON-GRADE
#8 x 9" LONG
4" x 4" x 1/2" KOROLATH
SHIMS. GROUT AFTER
CONNECTION IS COMPLETE.
2"Ø x 4" DEEP HOLE
CAST-IN SLAB
2"Ø HOLE THROUGH
STAIR, GROUT FULL
P /C
P A
N E
L P
/C P
A N
E L
EXTERIOR INTERIOR
CONTINUOUS
SEALANT
CONTINUOUS
NON-SHRINK NON-STAIN
GROUT BETWEEN
CONNECTION TYPICAL
P /C
P A
N E
L P
/C P
A N
E L
BACKER ROD
AND SEALANT
EACH FACE
TYPICAL
CERAMIC FIBER
BLANKET INSULATION
IF FIRE RATING REQ'D.
SEE SPECS.
A T
P /C
T O
P /C
A T
P /C
T O
C A
S T
-I N
-P L A
C E
. EQUAL EQUAL
P /C
P A
N E
L P
/C P
A N
E L
O R
G R
A D
E B
E A
M O
R C
A S
T -I
N -P
L A
C E
G R
A D
E W
A L L
WELD PLATE
EXTERIOR SIDE INTERIOR SIDE
NOTES:
1. SEE DETAIL C8/S-410 FOR CONTINUOUS HORIZONTAL JOINT BETWEEN
CONNECTION.
2. (2) CONNECTIONS, MINIMUM, PER WALL PIECE.
EMBED PLATE
WITH ANCHORS
EMBED PLATE WITH
BARS x PANEL HEIGHT
NON-SHRINK
NON-STAIN
GROUT
NON-SHRINK
NON-STAIN GROUT
CONT
SEALANT
1"
5"
/2
WELD PLATE
P/C PANEL
P/C PANEL
V-GROOVE TO
MATCH PANEL
JOINTS
BACKER ROD
AND SEALANT
END OF PANEL
WHERE APPLICABLE
EMBED PLATE WITH
ANCHORS AND BARS
TYPICAL
NOTES:
1. SEE DETAIL A8/S-410 FOR JOINT BETWEEN CONNECTIONS.
2. (2) CONNECTIONS, MINIMUM, PER WALL PIECE.
NON-SHRINK
NON-STAIN GROUT
C L A
S S
B
L A
P S
P L
IC
E
STD. HOOKS
L-BAR w/ 2'-6" LEGS
3/4"
PLATE 3/8" x 4" x 4"
EMBED PLATE BY PRECASTER
HSS 8x4x3/8
P/C WALL
5/16
5/16
5/16
5/16
ANGLE 4" x 4" x 3/8" x 4" LONG
10"
ETS
SEE PLAN
P/C WALL
CIP TOPPING,
COVE SEALANT
P/C STAIR SLAB
CONNECTION BY
PRECASTER. (2)
CONNECTIONS, MIN, PER
SLAB PIECE
x x x
ETS
SEE PLAN
CIP TOPPING
CONTINUOUS BEARING PAD
CONNECTION BY
PRECASTER. (2)
CONNECTIONS, MIN, PER
SLAB PIECE
10" P/C WALL
P/C STAIR SLAB
COVE SEALANT
x x x
ETS
SEE PLANxxxx xx
TOOLED JOINT
WITH SEALANT
P/C STAIR SLAB
CONNECTIONS BY
PRECASTER
(2) CONNECTIONS PER
LANDING, MIN.CIP TOPPING
1'-0" 1'-0" 4" 10"
/2
2'-0" 2'-0"
B1
S-410
P/C COLUMN
(2) 3/4"ø INSERT/COIL RODS x 2'-6"
(GALVANIZED)
P/C SPANDREL
PANEL
P/C BEAM
P/C COLUMN COVER,
SEE D6 AND F8/S-524 SIM
10" P/C WALL
EXPANSION JOINT
TURN EXPANSION
JOINT UP 6" BETWEEN
PRECAST PIECES, TYP
1/4" x 8" x 10" x 3'-5" TALL BENT PLATE
LOCATED 1" ABOVE THE FLOOR (GALVANIZE
AND PAINT TO MATCH COLOR OF PRECAST)
ATTACH TO STAIR TOWER WALL ONLY WITH
3/8"ø HILTI KWIK BOLT TZ (STAINLESS
STEEL) EXPANSION ANCHORS AT 18" OC
PROVIDE LONG-SLOTTED HOLES IN PLATE
9.9
G
1'-0" 1'-0" 1/2"
1'-0"
8"
9.9
2.1
P/C IT BEAM
P/C COLUMN
P/C COLUMN COVER. HANG
FROM TOP MOST HAUNCH.
PROVIDE CAVITY AROUND
OTHER HAUNCHES
BEARING PAD AT TOP
MOST SUPPORT
P/C HAUNCH AT EACH
SUPPORTED LEVEL
PERFORMANCE DESIGN
BY PRECASTER TO
SUPPORT FUTURE IT
BEAM AND FLOOR LOADS
AS SHOWN IN BID ITEM 1
1/2" BEARING PADS. GLUE
TO COLUMN
OH
/2
1'-6"
4"
9"
ETS
SEE PLAN2
(2) #4 x CONT.
GRADE SLAB, SEE SHEET S-101
FOR INFORMATION
P/C STAIR
#8 x 9" LONG
4" x 4" x 1/2" KOROLATH
SHIMS. GROUT AFTER
CONNECTION IS COMPLETE.
2"Ø x 4" DEEP HOLE
CAST-IN SLAB
2"Ø HOLE THROUGH
STAIR, GROUT FULL
#4 @ 12" OC WITH STANDARD
HOOK EACH END
1'-6"
MINIMUM
SEE ARCHITECT
1'-0"
" 1
1'-0"
SEE PLAN
ETS
SEE PLAN
ETS
S E
E
A R
C H
IT
E
C T
" M
IN
IM
U M3" C
LE
A R
(1) #4 x CONTINUOUS
EMBEDDED METAL ABRASIVE
NOSING TYPICAL, SEE
SPECIFICATIONS
#4 @ 18" OC EACH WAY
(2) #4 x CONTINUOUS
GRADE SLAB, SEE
SHEET S-101 FOR
INFORMATION
1/2" FIBERBOARD
Drawing Title
Approved: Project Director
Project Title
Date
Location
Checked
Building Number
Project Number
Drawing Number
Drawn
Dwg.Revisions: Date
CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1
B
A
C
D
E
F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t
VA FORM 08-6231
1 2 3 4 5 6 87 9
F
E
D
C
B
A
97 8654321
Columbia, Missouri
07/08/16
S-410
STAIR DETAILS
EXPAND PARKING GARAGE 589-401
RES MAP
F8
TYPICAL STAIR SECTION
D8
P/C STAIR/SLAB DETAIL
C8
HORIZONTAL PANEL/PANEL
DETAIL
A8
VERTICAL PANEL/PANEL DETAIL
JOINT
E5
CONNECTION DETAIL
C5
VERTICAL PANEL/PANEL
CONNECTION
A5
CORNER REINFORCEMENT DETAIL
F3
STAIR DETAIL
D3
WALL/SLAB DETAIL
F1
BEAM/SLAB DETAIL
F5
STAIR SLAB DETAIL
D1
WALL/COLUMN DETAIL
B1
COLUMN DETAIL
B3
WALL DETAIL
A3
STAIR ON GRADE DETAIL
ETS
SEE PLAN
3/8" xxx xx
TOOLED JOINT
WITH SEALANT
P/C STAIR SLAB
CONNECTIONS BY PRECASTER.
(2) CONNECTIONS, MIN., PER SLAB
PIECE. PROVIDE BOLTED CONNECTIONS
AT BASE OF SLAB AT BID ITEMS 5 AND 6 FOR
EASY REMOVAL AT TIME OF FUTURE
EXPANSION
CIP TOPPING
EXPANSION JOINT
AND P/C BEAM,
SEE F6/S-412
L 6" X6" X 1/2" X CONTINUOUS
SLAB SUPPORT ANGLE(GALV.)
WITH CONTINUOUS BEARING
PAD ATTACHED TO ANGLE
WITH 3/16" DIAMETER S.S.
SCREWS AT 12" OC
P/C TOP
LANDING SLAB
CONTINUOUS
BEARING PAD
P/C LEDGE
STAIR D CONDITION SHOWN.
FLIP DIRECTION OF ANGLE
IN OPPOSITE DIRECTION
FOR STAIR C
TOOLED JOINT
WITH SEALANT
SEE PLAN
ETS
FLASHING AND
ROOFING MATERIAL.
SEE ARCHITECTURAL.
SLOPE TO DRAIN PER
ARCHITECTURAL
DRAWINGS.
P/C SLAB
CURTAIN WALL SYSTEM,
SEE ARCHITECTURAL.
CONNECTION TO P/C SLAB
PERFORMANCE DESIGN BY
CURTAIN WALL SUPPLIER.
COORDINATE WITH PRECASTER
10"
SEE PLAN
ETS
CONNECTIONS BY PRECASTER.
(2) CONNECTIONS, MIN., PER SLAB
PIECE.
10" P/C WALL
CONTINUOUS
BEARING PAD
GUTTER AND ROOFING
MATERIAL. SEE
ARCHITECTURAL.
SLOPE TO DRAIN PER
ARCHITECTURAL
DRAWINGS.
P/C SLAB
SEALANT BOTH
SIDES
MIN (2) THREADED INSERTS AND BOLTS
REQUIRED AT EACH CONNECTION FOR
EASY REMOVAL OF ROOF FOR BID ITEMS 5 AND 6.
WELDED CONNECTION IS ACCEPTABLE
FOR BID ITEM 1 AND OTHER BID ITEM DEDUCTS
#4 HAIRPIN
10"
J O
IN
T
SEE PLAN
ETS
FLASHING AND ROOFING MATERIAL.
SEE ARCHITECTURAL. SLOPE TO
DRAIN PER ARCHITECTURAL DRAWINGS.
P/C SLAB, NEEDS TO BE DESIGNED
TO BE EASILY REMOVED AND RELOCATED.
NEEDS TO SPAN IN NORTH-SOUTH DIRECTION
CURTAIN WALL SYSTEM,
SEE ARCHITECTURAL.
CONNECTION TO P/C SLAB
PERFORMANCE DESIGN BY
CURTAIN WALL SUPPLIER.
COORDINATE WITH PRECASTER
BACKER ROD
AND SEALANT
PRECAST BEAM, DESIGN TO SUPPORT
FUTURE VERTICAL D = 0.25KLF (SERVICE)
AND FUTURE HORIZONTAL W = 0.32 KLF
(FACTORED)
CONNECTIONS BY PRECASTER.
(2) CONNECTIONS, MIN., PER SLAB
PIECE.
MIN (2) THREADED INSERTS AND BOLTS
REQUIRED AT EACH CONNECTION FOR
EASY REMOVAL OF ROOF FOR BID ITEMS
5 AND 6
#4 HAIRPIN
CONTINUOUS
BEARING PAD
3"
MIN
P/C WALL
P/C ROOF SLAB
P/C BEAM
HIDDEN HAUNCH
SECTION A-A
HIDDEN HAUNCH
PLAN
P/C WALL
BEAM CONNECTION TO
WALL PERFORMANCE
DESIGN BY PRECASTER
TOP AND BOTTOM
FOR TORSION
A
A
P/C BEAM
(2) 1/2"ø BOLTS IN
SHORT SLOTTED
HOLES
1 1/2" 3" 1 1/2"
(2) 1/2"ø HILTI KWIK BOLT TZ x 4 1/2"
(GALVANIZED)
MC12 STRINGER
L3x3x6" LONG. PROVIDE
SEALANT ALL AROUND
/4
C
L R x xxxx
P/C TEE
CIP TOPPING
P/C IT BEAM
TOOLED JOINT WITH SEALANT
1/2"x8"x8" EMBED PLATE
PERFORMANCE DESIGN BY
PRECASTER AT EACH STAIR
STRINGER WITH 2 MORE
BETWEEN STRINGERS AT
EQUAL SPACING (4) TOTAL.
DESIGN TO CARRY STAIR
LOAD.
CONNECTION FOR STRINGERS
AND TREADS TO PRECAST
EMBEDS PERFORMANCE
DESIGN BY STEEL SUPPLIER.
MC12 STRINGER
NOTE: SEE F6/S-524 FOR REMAINING INFORMATION.
/4
C
L R
5/16
EA POST
5/16
ETS
SEE PLANxxxxxxx x xxxxxxx x
HSS 6x6x3/8
MC12 STRINGER
P/C TEE FLANGE
CIP TOPPING
HSS 6x6x3/8
MC12 STRINGER
1/4" NEOPRENE
PAD AT BOTTOM
IN ADDITION TO NORMAL TOPPING
WWR, PROVIDE (8) #3 @ 6" OC x 12'-0"
LONG CENTERED UNDER STEEL POSTS
PRECASTER TO PROVIDE 4'-0" WIDE STRIP
OF WWR EQUAL TO 0.18 IN /FT. CENTER
UNDER HSS 6x6 POSTS AND PROVIDE OVER
FULL WIDTH OF PRECAST DOUBLE TEE
HSS 8x4x3/8
10" x 10" x 3/8"
STEEL PLATE EACH
SIDE
(4) 3/4"ø THROUGH BOLTS
(GALVANIZED) AT 7 1/2" SPACING
1/4" CAP PLATES WELD
ALL AROUND WATER
TIGHT
NSNS GROUT
SEE PLAN
ETS
= 763'-11 1/2"
ETW
CONNECTIONS BY PRECASTER.
(2) CONNECTIONS, MIN., PER SLAB
PIECE.
10" P/C WALL
CONTINUOUS
BEARING PAD
P/C SLAB
SEALANT BOTH
SIDES
MIN (2) THREADED INSERTS AND BOLTS
REQUIRED AT EACH CONNECTION FOR
EASY REMOVAL OF ROOF FOR BID ITEMS
5 AND 6
P/C LEDGE FOR FUTURE STAIR SLAB
(2) #4 LEDGE TIES
AT EACH CONNECTION,
MIN
GUTTER AND ROOFING
MATERIAL. SEE
ARCHITECTURAL.
SLOPE TO DRAIN PER
ARCHITECTURAL
DRAWINGS.
F
10 10.9119.9
METAL RAILING
SEE ARCHITECTURAL
M C
S
T R
IN
G
E R
M C
S
T R
IN
G
E R
P/C COLUMN
P/C BEAM
P/C SPANDREL
P/C COLUMN COVER
GRIP-STRUT PREFORMED
METAL RISERS AND
LANDING PLANKS
NOTES:
1. STEEL STAIR CONSTRUCTION: CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND CALCULATIONS PREPARED BY A MISSOURI LICENSED PROFESSIONAL ENGINEER FOR THE DESIGN OF PREFABRICATED METAL RISERS, KICK PLATES, LANDING PLANKS, THEIR CONNECTIONS TO THE STEEL STRINGERS AND SUPPORT FRAMING. THE STAIRS SHALL BE DESIGNED ACCORDING TO ALL BUILDING CODE (IBC 2012) REQUIREMENTS. DESIGN FOR DEAD LOAD DUE TO SELF-WEIGHT, 100 PSF LIVE LOAD, AND MINIMUM
SEISMIC LOAD EQUAL TO 10% OF DEAD LOAD.
A. RISER CONSTRUCTION: "GRIP-STRUT" PREFORMED STEEL RISERS
B. INTERMEDIATE LANDING FLOOR SURFACE: "GRIP-STRUT" PREFORMED METAL PLANKS.
2. GENERAL CONTRACTOR TO COORDINATE REQUIRED EMBED PLATE LOCATIONS AND SIZES FOR
CONNECTIONS BETWEEN STEEL STAIR MEMBERS AND PRECAST CONCRETE WITH PRECASTER.
3. HOT-DIP GALVANIZE AND PAINT ALL STEEL.
BOLLARDS,
SEE F7/S-523
2'-0" 5'-0" 4'-0"
1'-0"
4" 12'-3" 1'-0"
F3
S-411
B6
S-411
D3
S-411
HSS 8x4x3/8
HSS 6x6x3/8" HSS 6x6x3/8"
Drawing Title
Approved: Project Director
Project Title
Date
Location
Checked
Building Number
Project Number
Drawing Number
Drawn
Dwg.Revisions: Date
CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1
B
A
C
D
E
F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t
VA FORM 08-6231
1 2 3 4 5 6 87 9
F
E
D
C
B
A
97 8654321
Columbia, Missouri
07/08/16
S-411
STAIR DETAILS
EXPAND PARKING GARAGE 589-401
RES MAP
F6
STAIR SLAB DETAIL
F8
ROOF SLAB DETAIL
D8
ROOF SLAB DETAIL
0 2' 4' 8'
1/4" = 1'-0"
1/4" = 1'-0"F1
STAIR - BID ITEM 5
D6
ROOF SLAB DETAIL BID ITEMS 5
AND 6
B8
HIDDEN HAUNCH DETAIL
B6
BOTTOM STAIR SECTION
F3
TOP STAIR SECTION
N
S
W
E
D3
INTERMEDIATE STRINGER
SUPPORT
B3
STAIR TOWER EXPANSION DETAIL
4" 4"
ETGB
SEE PLAN
ETS
SEE PLAN
10" P/C WALL
PANEL
CONNECTION PERFORMANCE
DESIGN BY PRECASTER.
DESIGN BASE CONNECTIONS
ASSUMING FULL HEIGHT TOWER
AS SHOWN IN BID ITEM 1 OF THESE
DRAWINGS
CIP GRADE BEAM, SEE SCHEDULE
COVE SEALANT,
SEE B5/S-502
GRADE SLAB. CAST TIGHT WITH
BOND BREAKER
COVE SEALANT,
SEE B5/S-502
SEE PLAN
SEE
PLAN
8" 4"
ETS
SEE PLAN
8" P/C WALL PANEL
ETGB
SEE PLAN
CONNECTION PERFORMANCE
DESIGN BY PRECASTER
CIP GRADE BEAM, SEE SCHEDULE
COVE SEALANT,
SEE B5/S-502
GRADE SLAB. CAST TIGHT
WITH BOND BREAKER
ETW
730'-6"
GLAZED ALUMINUM CURTAIN WALL
SYSTEM. SEE ARCHITECTURAL
PERIMETER DRAINAGE
SYSTEM, BY OTHERS,
SEE SPECIFICATIONS
3/4" TYPICAL
4'-0" WASH4"10"
1'-0" 1'-0"
ETS
SEE PLAN
F.4G xx x x xx x
P/C TEE TYPICAL
SLOPE BEARING PLATES IN BEAMS
AND SUPPORT PLATES IN COLUMNS,
AS REQUIRED TO PROVIDE UNIFORM
BEARING ON PADS, TYPICAL
P/C HAUNCH BEYOND
CIP TOPPING, TYPICAL
P/C BEAM, SEE F1/S-522 FOR INFO
WBA WABOCRETE II
SYSTEM WITH MM-800
MEMBRANE OR
ENGINEER APPROVED
EQUIVALENT. SEE
D1/S-502
CHORD STEEL, SEE PLAN
PROVIDE MINIMUM OF 1 SLEEVE THROUGH BEAM FOR
FUTURE CONDUIT, OR AS REQUIRED BY MEP DRAWINGS
#5 X 5'-0" AT EACH TEE
STEM
CIP TOPPING
CONTINUOUS
BEARING PAD
P/C LEDGE
CONNECTIONS BY
PRECASTER.
(2) CONNECTIONS,
MIN., PER SLAB PIECE.
COVE SEALANT
TOOLED JOINT WITH SEALANT
P/C STAIR SLAB
T E
E
WASH VARIES
SEE PLAN
4" 1'-0"
ETS
SEE PLAN
2.1
9.9 x x x x xx xx
CIP TOPPING
CHORD STEEL,
SEE PLAN AND
DETAIL C1/S-521
#4 x 5'-0" @ 16"
ON CENTER.
POSITION AT
MID-DEPTH
OF TOPPING.
P/C BEAMP/C STAIR TOWER
WALL
P/C SLAB
CIP TOPPING
WBA WABOCRETE II SYSTEM
WITH MM-800 MEMBRANE OR
ENGINEER APPROVED
EQUIVALENT. SEE D3/S-502
COVER PLATE ANCHOR
TO WALL SIDE ONLY.
SEE SPECIFICATIONS TOOLED JOINT
WITH SEALANT
CONNECTIONS BY
PRECASTER. (2)
CONNECTIONS,
MIN., PER SLAB
PIECE.
TOOLED JOINT
WITH SEALANT
P/C TEE
3" 2"
ETGB
SEE PLAN
ETS
SEE PLAN
CIP GRADE BEAM,
SEE SCHEDULE
PERIMETER DRAINAGE
BY OTHERS, SEE
SPECIFICATIONS
COVE SEALANT
GRADE SLAB CAST TIGHT
10" P/C WALL
EXTERIOR GRADE,
SEE CIVIL
3/4"ø x 2'-6" COIL ROD
AND INSERT @ 18" OC
WITH (2) #4 x CONT
CONNECTION PERFORMANCE
DESIGN BY PRECASTER.
DESIGN BASE CONNECTIONS
ASSUMING FULL HEIGHT TOWER
AS SHOWN IN BID ITEM 1 OF THESE
DRAWINGS
1'-0"
2"
4"
ETS
SEE PLAN
(3) #4 x CONTINUOUS
SLAB ON GRADE
CIP CONCRETE,
SEE CIVIL
DRAWINGS
1/2" JOINT FILLER
#4 x 4'-0" @ 12" OC
CENTERED ON JOINT,
PLACE BAR IN DOWEL
SLEEVE ON PARKING
STRUCTURE SIDE OF
JOINT
P/C WALL
CIP GRADE BEAM
FACE OF WALL
BEYOND
#4 @ 12" OC WITH
STANDARD HOOK
BY PRECASTER
11"1"
4"
F.4
P/C WALL
EXPANSION JOINT
1/4" x 8" x 10" x 3'-5" TALL BENT PLATE LOCATED
1" ABOVE THE FLOOR (GALVANIZE AND PAINT TO
MATCH COLOR OF PRECAST) ATTACH TO STAIR
TOWER WALL ONLY WITH 3/8"ø HILTI KWIK BOLT
TZ (STAINLESS STEEL) EXPANSION ANCHORS AT
18" OC. PROVIDE LONG-SLOTTED HOLES IN
PLATE
TURN EXPANSION
JOINT UP 6" BETWEEN
PRECAST PIECES, TYP
P/C SPANDREL
PANEL
P/C COLUMN
3/4"ø INSERT/COIL ROD x 2'-6"
(GALVANIZED)
P/C BEAM
P/C BEAM
LEDGE BELOW
STAIR TOWERGARAGE
ETS
SEE PLAN
(3) #4 x CONTINUOUS
SLAB ON GRADE
#4 x 4'-0" @ 18" OC
CENTERED ON JOINT.
PLACE BAR IN DOWEL SLEEVE
ON STAIR TOWER SIDE OF JOINT
P/C WALL
CIP GRADE BEAM
FACE OF WALL
BEYOND
#4 @ 12" OC WITH
STANDARD HOOK
BY PRECASTER
TOOLED JOINT
WITH SEALANT
Drawing Title
Approved: Project Director
Project Title
Date
Location
Checked
Building Number
Project Number
Drawing Number
Drawn
Dwg.Revisions: Date
CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1
B
A
C
D
E
F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t
VA FORM 08-6231
1 2 3 4 5 6 87 9
F
E
D
C
B
A
97 8654321
Columbia, Missouri
07/08/16
S-412
STAIR DETAILS
EXPAND PARKING GARAGE 589-401
RES MAP
B8
GRADE BEAM/WALL DETAIL
D8
GRADE BEAM/WALL DETAIL
D6
BEAM/WALL DETAIL
F6
BEAM/WALL DETAIL
B6
GRADE BEAM/WALL DETAIL
F8
EDGE OF SLAB DETAIL AT STAIR
EXTERIOR DOORWAY
B3
COLUMN PLAN DETAIL
D3
SLAB DETAIL AT DOORWAY
8" 8" 8"
2'-0"
M
IN
IM
U M
U N
O O
N P
L A
N
S PROVIDE WASH WHERE
INDICATED ON PLANS.
WASH IS 4'-0" WIDE UNO
ON PLANS
T.O. FOUNDATION
SEE FOUNDATION PLAN
ETS
SEE PLAN
ETS
SEE PLAN
SLAB ON GRADE
CMU WALL WITH #5 @ 8"
VERTICAL AND ALL CELLS
GROUTED SOLID. EXTEND
EVERY THIRD VERTICAL BAR
2'-0" INTO MASONRY ABOVE
2'-8".
CMU WALL WITH #4 @
2'-0" ON CENTER ABOVE
2'-8". GROUT CELLS
SOLID AT REINFORCING.
SEE DETAIL F5/S-501 AT
ENDS.
SLAB ON GRADE
CAST-IN-PLACE
FOOTING
#5 x 3'-0" DOWELS
@ 8" ON CENTER
WITH STANDARD
HOOK
1/2" JOINT FILLER, TYPICAL
NOTES:
1. SEE DETAIL E5/S-501 FOR HORIZONTAL REINFORCEMENT. SEE
DETAIL F3/S-501 AT OPENING.
2. GROUT CELLS SOLID WHERE MEP EQUIPMENT IS MOUNTED TO
WALL. SEE MEP DRAWINGS.
SEE DETAIL A1/S-501
AND DETAIL C1/S-501
FOR TOP OF WALL
DETAILS
(2) # 5 x CONTINUOUS
EXTEND 1'-6" INTO
INTERSECTING
FOUNDATION
DAMPPROOFING, BOTH SIDES
C L E
A R
M
IN
IM
U
M
1/8" GAP BETWEEN
ANGLE AND WALL
TYPICAL
4" MIN
8" CMU WALL WITH #4
@ 2'-0" OC GROUT
CORES SOLID AT REINFORCING.
GROUT CELLS SOLID WHERE MEP
EQUIPMENT IS MOUNTED TO WALL.
SEE MEP DRAWINGS.
P/C TEE AND CIP
TOPPING
SLOT TOP CMU BLOCK
AS REQUIRED TO SLIDE
PAST REBAR
L 6x4x5/16 (LLV) x 0'-8"
LONG @ 4'-0" ON CENTER
(GALVANIZED) WITH (2) 3/8"Ø
(GALVANIZED) EXPANSION
ANCHORS WITH 2 1/2"
MINIMUM EMBED TYPICAL
@ 5" OC IN SHORT-SLOTTED
HOLES, PERPENDICULAR TO
WALL. PROVIDE FIRST
CONNECTION AT 4'-0" FROM
CORNERS. PROVIDE
L8x6x7/16…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it.