wayne state university€¦ · tar 11.2 typ at all column perimeters 11.7 11.7 11.7 notes: 1....
TRANSCRIPT
PARKING STRUCTURE #1 2019 RENOVATIONS
LOCATION MAP
WAYNE STATE UNIVERSITY
Copyright 2019. All rights reserved. No part of this document may be reproduced in any form or by any means without permission from Walker Consultants
R-001
R-002
R-003
R-101
R-102
R-103
R-104
R-105
R-301
R-501
R-502
R-503
AG-101
AG-102
AG-103
AG-104
AG-201
NORTH
525 Avis Drive
Suite 1
Ann Arbor, MI 48108
734.663.1070 Ph
www.walkerconsultants.com
GENERAL NOTES, ISO, LEGEND AND W.I. LIST
TEMPORARY SHORING (WI 18.1)
TRAFFIC CONTROL, PHASING & SCHEDULE
LEVEL 2 PLAN VIEW
LEVEL 3 PLAN VIEW
LEVEL 4 PLAN VIEW
LEVEL 5 PLAN VIEW
LEVEL 6 PLAN VIEW
EXISTING REINFORCEMENT (FOR REFERENCE)
REPAIR DETAILS
REPAIR DETAILS
REPAIR DETAILS
LEVEL 1 SIGNAGE PLAN
LEVEL 2 SIGNAGE PLAN
TYPICAL LEVEL SIGNAGE PLAN
TOP LEVEL SIGNAGE PLAN
SIGN DETAILS AND SCHEDULE
KIR
BY
PRENTIS
FOREST
HANCOCK
LO
DG
EF
RE
EW
AY
TH
IR
D
SE
CO
ND
CA
SS
PALMER
WILLIAMS MALL
AN
TH
ON
Y W
AY
NE
D
RIV
E (T
HIR
D)
LO
DG
E F
RE
EW
AY
U
. S
. 10
FO
UR
TH
WARREN
GU
LLE
N M
ALL
CA
SS
CA
SS
BR
US
H
ST
. A
NT
OIN
E
CA
NF
IELD
JO
HN
R
THEO
DO
RE
PA
LM
ER
FR
ED
ER
IC
K
WO
OD
WA
RD
PU
TN
AM
K
IR
B
Y
F
E
R
R
Y
509
HA
NC
OC
K
W
A
R
R
E
N
FA
R
N
S
W
O
R
TH
KIRBY
BE
AU
BIE
N
H
EN
D
R
IE
LUDINGTON MALL
FERRY MALL
REUTHER MALL
PS
#1
PS
#5
PS
#4
PS
#2
PS
#3
DETROIT, MICHIGAN
WSU PROJECT No: 051-322818
BIDDING AND CONSTRUCTION
01/24/2019
TAR
11.2
TYP AT ALL
COLUMN
PERIMETERS
11.7
11.7
11.7
NOTES:
1. PROVIDE CONTROL JOINTS PER WI 11.4 TO MAINTAIN EXISTING CONSTRUCTION
JOINTS IN WI 3.7 WORK AREAS.
2. BULKHEADS (IF REQUIRED) SHALL BE PROVIDED BETWEEN CONCRETE POURS AT SLAB
SPAN MID POINT. PROVIDE JOINT PER WI 11.4.
3. INSTALL COVE SEALANT PER WI 11.7 AROUND ENTIRE PERIMETER OF BAYS AND ALL
COLUMNS IN ALL W.I. 3.7 AREAS.
4. WI 11.4 AND 11.7 ARE INCIDENTAL TO WI 3.7.
11.4
TAR
TYPICAL COVE SEALANT AND
CONSTRUCTION JOINT REQUIREMENTS
1
EXISTING CONSTRUCTION
JOINT. LOCATE IN FIELD.
LEVEL 6
LEVEL 5
LEVEL 1
LEVEL 2
LEVEL 3
LEVEL 4
LEVEL 1
LEVEL 2
LEVEL 3
LEVEL 4
LEVEL 5
LEVEL 6
4.5
10.5
A
16.1
10.5
J
W.I. 3.7 WORK AREA
CLOSED
REFER TO DRAWING R-003
FOR WORK SCHEDULE AND
PHASING REQUIREMENTS &
OTHER LOCALIZED SPACE
CLOSURES.
X.X
WORK ITEM IDENTIFICATION
WORK ITEM / DETAIL IDENTIFICATION
X.X.X
WORK ITEM/DETAIL
NO (SEE
SPECIFICATIONS)
CLARIFICATION DETAIL
NO
WORK ITEM
NUMBER (SEE
SPECIFICATIONS)
(FOR WORK ITEMS WITH DETAILS)
(FOR WORK ITEMS WITHOUT
DETAILS)
B
A
Y
S
6
-
8
B
A
Y
S
3
-
5
REMOVE CAPSTONES
42.1A
REMOVE PERIMETER METAL @ GROUND LEVEL
42.1
(ALTERNATE)
(ALTERNATE)
DN
UP
STAIR "A"
LOBBY
STORAGE
ELEV.
SHAFT
"A"
U
P
S
T
A
I
R
"
D
"
UNEXCAVATED
2 2
STAIR "A"
DN
UP
ELEV.
SHAFT
"A"
STORAGE
LOBBY
STAIR "A"
DN
UP
ELEV.
SHAFT
"A"
STORAGE
LOBBY
UNEXCAVATED
2 2 2 2
22
TRANSFORMER
RM.
ELEC.
RM.
UNEXCAVATED
(NO ACCESS, EXCEPT BY
REMOVING EXISTING BLOCK)
UNEXCAVATED
(NO ACCESS, EXCEPT BY
REMOVING EXISTING BLOCK)
OFFICE
AREA
ALT. W.I. 42.1 (TYP) & ALT 42.1A (TAR)
R-001
GENERAL NOTES,
ISO, LEGEND
AND W.I. LIST
ECW
DJP
SHEET TITLE:
DE
SC
RIP
TIO
N
IS
SU
E:
MA
RK
DA
TE
MIC
HIG
AN
PROJECT NO:
DRAWN BY:
CHECKED BY:
20-1920.00
PA
RK
IN
G S
TR
UC
TU
RE
#
1 2
01
9 R
EN
OV
AT
IO
NS
WA
YN
E S
TA
TE
U
NIV
ER
SIT
Y
DE
TR
OIT
Copyright 2018. All rights reserved. No part of this document may be reproduced in any form or by any means without permission from Walker Consultants
J:\20-1920-00-W
SU
-P
S_#1_2019_R
ES
TO
RA
TN
\A
CA
D\R
ES
T\1920R
-001.D
WG
1/24/2019 2:06:39 P
M W
AR
RE
N, E
RIN
525 A
vis D
rive
Suite 1
Ann A
rbor, M
I 48108
734.663.1070 P
h
ww
w.w
alkerconsultants.com
BID
DIN
G A
ND
C
ON
ST
RU
CT
IO
N01/24/2019
TEMPORARY SHORING/RESHORING NOTES:
1. INSTALL TEMPORARY SHORING/RESHORING PER W.I. 18.1 AND AS REQUIRED ON THIS SHEET. TYPICAL TEMPORARY SHORING/RESHORING LAYOUT PER W.I. 18.1 SHOWN ON THIS PLAN APPLIES TO
ENTIRE BAYS WHERE OVERLAY STRIP PATCH REPAIRS (W.I. 3.7) ARE TO BE PERFORMED. SEE 3/R-002 FOR FLOOR AREAS REQUIRING TEMPORARY SHORING.
2. RESHORING REQUIRED AT CANTILEVER EDGE (NOTE 7C) IS MINIMUM REQUIREMENTS AND IS BASED ON 25 PSF CONSTRUCTION LIVE LOAD AT ONE LEVEL AND TWO LEVELS OF DEAD LOAD.
3. INTERIOR SHORING/RESHORING SHOWN IS MINIMUM REQUIREMENTS AND IS BASED ON 25 PSF CONSTRUCTION LIVE LOAD AT ONE LEVEL PLUS DEAD LOAD AT ONE LEVEL.
4. ADDITIONAL SHORING/RESHORING REQUIRED AT CANTILEVERS AND INTERIORS TO SUPPORT EQUIPMENT, MATERIALS, FORMWORK, OR OTHER CONSTRUCTION LOADS SHALL BE PROVIDED BY
CONTRACTOR AND INCLUDED IN THIS WORK. ADDITIONAL SHORING AT FULL DEPTH REPAIR AREAS OR OTHER AREAS AS DIRECTED BY ENGINEER TO COMPLETE W.I. 3.7 AND 3.8 AND ASSOCIATED
WORK SHALL BE INCLUDED IN THIS WORK.
5. REFER TO "TRAFFIC CONTROL / PHASING NOTES" AND "WORK SCHEDULE" ON R-003 FOR COORDINATION OF WORK.
6. MINIMUM SHORE CAPACITY SHALL BE 6,000 LB AT REQUIRED HEIGHT (TYP).
7. TEMPORARY SHORES TO BE INSTALLED AS FOLLOWS:
a. 5'-0" O.C. EACH WAY (2) LEVELS BELOW HYDRO-DEMOLITION WORK AREA. CONTRACTOR MAY PROVIDE (1) 10' WIDE DRIVE LANE BY REMOVING (1) LINE OF SHORES AND PROVIDING
ADDITIONAL SHORING AND HEADER BEAMS AS REQUIRED TO SUPPORT ALL LOADS ABOVE. DRIVE LANE (IF USED) TO BE LOCATED BY CONTRACTOR.
b. 5'-0" O.C. ALONG MID-SPAN OF CANTILEVERS (2) LEVELS BELOW HYDRO-DEMOLITION WORK AREA.
c. INSTALL SHORES AT 5'-0" O.C. ALONG OUTSIDE EDGE OF CANTILEVERS BELOW HYDRO-DEMOLITION WORK AREA TO GRADE LEVEL. SEE NOTE 9b BELOW.
d. SHORES ON CONSECUTIVE LEVELS SHALL BE PLUMB AND CONCENTRICALLY LOCATED WITH SHORES ABOVE AND BELOW.
8. DO NOT REMOVE SHORES BEFORE THE GREATER OF (1) WEEK OR 80% OF 28-DAY CONCRETE DESIGN COMPRESSIVE STRENGTH IS ACHIEVED. DO NOT REMOVE SHORES ALONG CANTILEVER EDGE
PER NOTE 9b BELOW.
9. RESHORES AT CANTILEVER EDGES:
a. TEMPORARY SHORES PER NOTE 7C ABOVE SHALL SERVE AS RESHORES.
b. MAINTAIN RESHORES ALONG CANTILEVERED EDGES UNTIL 100% OF 28 DAY CONCRETE DESIGN COMPRESSIVE STRENGTH IS ACHIEVED.
c. RESHORES DESIGNED TO CARRY 25 PSF CONSTRUCTION LIVE LOAD AND DEAD LOAD AT LEVEL BEING WORKED ON, PLUS DEAD LOAD OF LEVEL ABOVE.
d. NO CONSTRUCTION LOAD OR OTHER LIVE LOADS PERMITTED IN CANTILEVER PORTION OF SLAB UNTIL 100% OF 28 DAY CONCRETE DESIGN COMPRESSIVE STRENGTH IS ACHIEVED.
10. CONTRACTOR SHALL SUBMIT SHORING/RESHORING DESIGN SEALED BY A PROFESSIONAL ENGINEER LICENSED IN MICHIGAN THAT COMPLIES WITH PERFORMANCE REQUIREMENTS ON THIS
DRAWING AND THE SPECIFICATIONS.
11. INSTALL SHORES TIGHT TO FLOOR AND CEILING, AND SECURE AT TOP AND BOTTOM TO MAINTAIN REQUIRED POSITIONING.
12. REMOVE METAL JOINT COVERS ALONG STAIR/ELEVATOR TOWER (AS APPLICABLE) TO PROVIDE BEARING SURFACE ON CURB FOR SHORES. REMOVAL AND REPLACEMENT OF COVERS INCIDENTAL
TO WI 18.1.
13. PROVIDE / INSTALL GRILLAGE AS NEEDED AT GRADE LEVEL.
ABSOLUTELY NO CONSTRUCTION LOADS
OR OTHER LOADS ALLOWED ON
CANTILEVERS AFTER NEW OVERLAY
PLACEMENT UNTIL 28-DAY DESIGN
COMPRESSION STRENGTH IS ACHIEVED.
LEVEL 4
LEVEL 3
LEVEL 2
LEVEL 5
LEVEL 6
SHORES AT CANTILEVERS
(BASED ON 6K CAPACITY)
(SEE NOTE 7C & 9 ABOVE)
NOTES:
1. MECHANICALLY SECURE SHORES TOP & BOTTOM
2. THIS SECTION APPLIES TO ALL CANTILEVER EDGES WITHIN WORK AREAS (TYPICAL).
ADJACENT BAY (AT INTERIOR CANTILEVERS) NOT SHOWN FOR CLARITY.
NOTE:
EXISTING PERIMETER
VEHICLE BARRIER
SYSTEM AND EXISTING
PERMANENT SHORES
NOT SHOWN ALL
LEVELS TYP.
(V
IF
)
NOTES:
1. TEMPORARY SHORING REQUIRED ON THIS SHEET SHALL BE INSTALLED MINIMUM (2) LEVELS
BELOW HYDRO-DEMOLITION (W.I. 3.7) WORK AREAS. SEE NOTE 7c.
2. TEMPORARY SHORING MUST BE INSTALLED PRIOR TO START OF HYDRO-DEMOLITION.
3. SEE 3/R-002 FOR ISOMETRIC VIEW OF ALL FLOOR AREAS REQUIRING TEMPORARY SHORING.
4. TEMPORARY SHORING SHALL BEAR ON EXISTING FOUNDATION /SLAB ON GRADE ALONG
CANTILEVERED EDGES. VERIFY IN FIELD WITH ENGINEER.
(V
IF
)
TEMPORARY POST
SHORE (TYP)
CONTRACTOR MAY REMOVE (1) LINE OF
SHORES TO PROVIDE CONSTRUCTION
DRIVE LANE AS SHOWN. SEE NOTE 7A.
CANTILEVER
PORTION (TYP)
SEE NOTES 7C & 9
CONSTRUCTION
DRIVE LANE (TYP)
SEE NOTE 7A.
CANTILEVER
PORTION (TYP)
SEE NOTES
7C & 9.
2
R-002
SIM
2
R-002
2
R-002
TYPICAL TEMP SHORING
ARRANGEMENT (APPLIES
TO ENTIRE W.I. 3.7 WORK
AREA). SEE PLANS AND
ISO ON DRAWING R-201.
CANTILEVER
PORTION (TYP)
SEE NOTES 7C & 9
SIM
TEMPORARY POST
SHORE (TYP)
BUMPER WALLS
PRESENT ALONG "AA" &
"K" AS SHOWN (TYP ALL
LEVELS). CURBS OCCUR
ALONG "8.5" & "12.5".
-0" 28'-0" 34'-0" 28'-0" 34'-0" 28'-0" 34'-0" 28'-0" 34'-0" 14'-0"
STAIR
"B"
DN
UP
ELEV.
SHAFT
"B"
LOBBY
STAIR
"C"
DN
UP
LOBBY
30
'-0
"2
8'-0
"2
8'-0
"2
8'-0
"2
8'-0
"2
8'-0
"2
8'-0
"3
0'-0
"1
4'-0
"
1'-2
"
14
'-0
"
9'-5
11
16
"
ELEV.
SHAFT
"C"
STAIR
"F"
STAIR
"E"
DN
UP
8 9 10 11 12 13 15 16
AA
A
B
C
D
E
F
G
H
J
K
16.114
4 BAY 5 BAY 6 BAY 7 BAY 8
EXISTING CJ
E.J.
E.J.E.J.
E.J.
E.J.
EXISTING CJ
TEMPORARY SHORES/RESHORES
AT CANTILEVER EDGES
2
FLOOR AREAS REQUIRING
TEMPORARY SHORING PER W.I. 18.1
3
TYPICAL LEVEL PLAN VIEW
1
LEVEL 6
LEVEL 5
LEVEL 1
LEVEL 2
LEVEL 3
LEVEL 4
LEVEL 1
LEVEL 2
LEVEL 3
LEVEL 4
LEVEL 5
LEVEL 6
4.5
10.5
A
16.1
10.5
J
(TEMPORARY SHORING REQUIRED BELOW FLOOR AREAS SHOWN SHADED)
SHORES BELOW LEVEL 3 REQUIRED FOR
STRIP REPAIRS OCCURRING ON LEVEL 4.
W.I. 3.7 WORK AREA
(LEVELS 4 & 5)
R-002
TEMPORARY
SHORING
(W.I. 18.1)
MKA
DJP
SHEET TITLE:
DE
SC
RIP
TIO
N
IS
SU
E:
MA
RK
DA
TE
MIC
HIG
AN
PROJECT NO:
DRAWN BY:
CHECKED BY:
20-1920.00
PA
RK
IN
G S
TR
UC
TU
RE
#
1 2
01
9 R
EN
OV
AT
IO
NS
WA
YN
E S
TA
TE
U
NIV
ER
SIT
Y
DE
TR
OIT
Copyright 2018. All rights reserved. No part of this document may be reproduced in any form or by any means without permission from Walker Consultants
J:\20-1920-00-W
SU
-P
S_#1_2019_R
ES
TO
RA
TN
\A
CA
D\R
ES
T\1920R
-002.D
WG
1/24/2019 12:12:03 P
M W
AR
RE
N, E
RIN
525 A
vis D
rive
Suite 1
Ann A
rbor, M
I 48108
734.663.1070 P
h
ww
w.w
alkerconsultants.com
BID
DIN
G A
ND
C
ON
ST
RU
CT
IO
N01/24/2019
NORTH
W.I. 3.7 WORK AREA
CLOSED
WORK AREA LEGEND - ISOMETRIC
OPEN
STRIP REPAIRS (W.I. 3.7)
PHASING - TYPICAL PLAN
1
STRIP REPAIRS (W.I. 3.7)
PHASING - ISOMETRIC
2
9
'-
0
"
2
3
'-
9
"
3
0
'-
8
1
1
1
6
"
3
7
'-
3
1
1
1
6
"
9
'-
9
"
14'-0"
30'-0"
28'-0"
28'-0"
28'-0"
17'-7"
9'-0"
154'-7"
14'-0" 34'-0" 28'-0" 34'-0" 28'-0"
14'-0"
126'-7"
34'-0" 28'-0" 34'-0" 28'-0" 34'-0" 28'-0" 34'-0" 28'-0" 34'-0" 28'-0" 34'-0" 14'-0"
STAIR
"B"
DN
UP
ELEV.
SHAFT
"B"
LOBBY
STAIR
"C"
DN
UP
LOBBY
30'-0"
28'-0"
28'-0"
28'-0"
28'-0"
28'-0"
28'-0"
30'-0"
14'-0"
1'-2"
14'-0"
3
7
'-
3
1
1
1
6
"
3
0
'-
8
1
1
1
6
"
3
7
'-
3
1
1
1
6
"
9'-5
11
16
"
1
0
'-
5
7
8
"
ELEV.
SHAFT
"C"
STAIR
"F"
DN
STAIR
"A"
LOBBY
STORAGE
ELEV.
SHAFT
"A"
U
P
D
N
S
T
A
I
R
"
D
"
STAIR
"E"
DN
UP
H
1
2
3
4
5
6
7
7
a
1 2 3 4 5 6 7 8 9 10 11 12 13 15 16
A
B
C
D
E
J
AA
A
B
C
D
E
F
G
H
J
K
16.114
E1
F
G1
UP
BAY 1 BAY 2 BAY 3 BAY 4 BAY 5 BAY 6 BAY 7 BAY 8
EXISTING CJ
EXISTING CJ
E.J.
E.J.E.J.
E.J.E.J.
E.J.
E.J.
0.1
EXISTING CJ
SIGN LEGEND:
S1R - PARK
S1L - PARK
S2R - EXIT
S2L - EXIT
NOTES:
1. ALL SIGNS SHALL BE POST-MOUNTED TO A MOBILE BASE OR
FASTENED TO STRUCTURE. PATCH ALL FASTENER HOLES. MOUNT
SIGNS IN A WAY THAT IS BEST SUITED FOR DRIVER VISIBILITY.
2. MOUNT SIGNS AT A HEIGHT OF 5'-0" AFF. CEILING MOUNTED SIGNS
SHALL HAVE A 6'-9" CLEARANCE.
3. LOCATE SIGNS WITH ENGINEER/OWNER IN FIELD.
4. SIGNAGE SHALL COMPLY WITH MINIMUM PERFORMANCE
REQUIREMENTS OF W.I. 1.5 IN ADDITION TO SPECIFIC SIGNAGE
SHOWN. SEE SECTION 020010.
5. REMOVE AND/OR RELOCATE BARRIERS AS REQUIRED AFTER
COMPLETED WORK AREAS ARE REOPENED.
NORTH
VEHICLE ENTRY/EXIT
OPEN AND FUNCTIONAL
CLOSED LEVELS 1 - 5
(SEE WORK SCHEDULE ON R-003)
(SEE WORK SCHEDULE ON R-003)
1 CONTRACTOR STAGING AREA
VEHICLE ENTRY/ EXITS
OPEN AND FUNCTIONAL
AT LEVEL 1
VEHICLE ENTRY
OPEN AND
FUNCTIONAL AT
LEVEL 1
15
OPEN AND FUNCTIONAL
CLOSED
(LEVELS 1-5)
VEHICLE ENTRY / EXIT
CLOSED FOR
CONTRACTOR USE
18
18
SIM
19 MAINTAIN SIDEWALK
ACROSS DRIVE LANE
AT ALL TIMES
THROUGHOUT
PROJECT. KEEP ALL
CONSTRUCTION
WATER, SLURRY,
AND DEBRIS WITHIN
THE WORK AREA.
STAIR/ELEVATOR
TOWER CLOSED
(LEVELS 1-5)
8a
ALL SIDEWALKS
& ROADWAYS
AROUND ENTIRE
STRUCTURE
SHALL REMAIN
OPEN FOR
NORMAL USE AT
ALL TIMES.
15
CLOSED
LEVELS
1 - 5
PROVIDE FULL
HEIGHT
FLOOR-TO-CEILING
PLYWOOD BARRIERS
PER W.I. 1.6.
REQUIRED ON ALL
LEVELS.
PROVIDE SIGNAGE
INDICATING ROUTES
TO ADDITIONAL
PARKING AND
ROUTES TO EXIT.
SEE 2/R-003. FOR
MINIMUM
REQUIREMENTS.
VEHICLE ENTRY /
EXIT OPEN AND
FUNCTIONAL
VEHICLE
ENTRY/EXIT
CLOSED
18
W.I. 3.7
WORK AREA
S1L
S1L
S1L
S2R
S1L
S1L
8a
6
OPEN AND FUNCTIONAL
VEHICLE ENTRY/ EXITS
OPEN AND FUNCTIONAL
AT LEVEL 1.
TRAFFIC CONTROL/PHASING NOTES: ( = KEYED NOTES)
1. THROUGHOUT THE DURATION OF THE PROJECT, THE NORTH VEHICLE ENTRY/EXIT IN BAY 7 SHALL REMAIN CLOSED FOR CONTRACTOR ACCESS/STAGING. THE NORTHEAST DRIVEWAY AND PORTION
OF LEVEL 1 IS AVAILABLE FOR CONSTRUCTION TRAILER, DUMPSTER'S AND EQUIPMENT. SEE 1/R-003.
2. ALL HYDRO-DEMOLITION WORK AREAS AND ALL AREAS DIRECTLY BELOW THE STRIP PATCH REPAIR AREAS (WI 3.7) SHALL BE CLOSED AND COMPLETELY BARRICADED.
3. IN ADDITION TO PARKING SPACE CLOSURES SHOWN ON 1/R-003, CONTRACTOR WILL BE ALLOWED TO CLOSE 200 PARKING SPACES AT LOCALIZED AREAS. SUBMIT PHASING PLAN FOR OWNER
APPROVAL & PROVIDE ADVANCE NOTICE PRIOR TO CLOSURES. WORK SCHEDULE AND TRAFFIC CONTROLS SHALL BE COORDINATED WITH OWNER. PHASE WORK ACCORDINGLY TO NOT CREATE
DEAD ENDS FOR TRAFFIC, AND MAINTAIN VEHICLE ACCESS TO ALL OPEN AREAS OF THE STRUCTURE.
4. PROVIDE BARRICADES TO PREVENT VEHICLE AND PEDESTRIAN ACCESS AROUND ALL WORK AREAS, CONTRACTOR STAGING / STORAGE AREAS, AND ACCESS ROUTES PER W.I. 1.6.
5. CONTRACTOR PARKING/STAGING ALLOWED WITHIN DESIGNATED WORK AREAS ONLY.
6. PROVIDE FULL HEIGHT BARRIERS ALONG ENTIRE STRIP PATCH (WI 3.7) WORK AREA PERIMETER AND ALL LEVELS BELOW PER W.I. 1.6, TO CONTAIN DEBRIS AND PREVENT PUBLIC ACCESS. AS
MINIMUM PROVIDE PLYWOOD BARRIERS AT LEVELS WHERE HYDRO-DEMOLITION OPERATIONS OCCUR AND ALL LEVELS BELOW.
7. PROVIDE BARRICADES, DUST BARRIERS AND SIGNAGE AS REQUIRED PER W.I.'S 1.5 AND 1.6 TO COMPLETE WORK WHILE ALLOWING NORMAL TRAFFIC FLOW THROUGH THE AREAS IN THE
STRUCTURE DESIGNATED TO REMAIN OPEN, AND MAINTAINING COMPLETE SEPARATION BETWEEN WORK AREAS AND AREAS REMAINING OPEN TO PUBLIC USE.
8. CONTRACTOR SHALL MAINTAIN STAIR AND ELEVATOR ACCESS AT ALL TIMES, EXCEPT AS OTHERWISE NOTED (SEE NOTE 8a), AND SHALL PROVIDE SAFETY AND DUST BARRIERS AS REQUIRED TO
MAINTAIN SAFE AND CONVENIENT ACCESS WITHIN OPEN AREAS OF STRUCTURE FOR BOTH VEHICULAR AND PEDESTRIAN PATRONS.
8a. BARRICADE STAIR AND ELEVATOR TOWER DOORWAYS AS NECESSARY TO PREVENT PUBLIC ACCESS TO WORK AREAS. COORDINATE WITH WSU.
9. CONTRACTOR SHALL BE RESPONSIBLE AT ALL TIMES THROUGHOUT PROJECT TO PREVENT PEDESTRIAN AND VEHICLE ACCESS IN ANY OF THE WORK AREAS.
10. PLACEMENT OF PEDESTRIAN AND VEHICLE BARRIERS, AS REQUIRED, TO PROTECT VEHICLES AND PATRONS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE INCIDENTAL.
11. PROVIDE TRAFFIC CONTROL SIGNS AND NECESSARY SAFETY AND WARNING SIGNS PER W.I. 1.5 TO PREVENT PEDESTRIAN AND VEHICLE ACCESS INTO WORK AREAS.
12. PERFORM REPAIRS IN A MANNER THAT ALLOWS MAINTAINING AS MANY PARKING SPACES AS POSSIBLE TO NORMAL OPERATIONS, WITHOUT CREATING DEAD ENDS.
13. COVER ALL EXISTING SIGNS THAT CONTRADICT CONSTRUCTION SIGNAGE, AND REMOVE COVERS AT END OF PROJECT (INCIDENTAL).
14. PROTECT ALL EXISTING PARKING EQUIPMENT & SECURITY CAMERAS. REMOVE AND REINSTALL EQUIPMENT IF REQUIRED TO FACILITATE WORK (INCIDENTAL). USE OWNERS PREFERRED
CONTRACTOR FOR EQUIPMENT REMOVAL/REINSTALLATION WITH PRIOR APPROVAL FROM OWNER.
15. REMOVAL / RE-INSTALLATION OF EXISTING REMOVABLE BOLLARDS (ALL LEVELS) IF NECESSARY OR AS DIRECTED BY OWNER/ENGINEER SHALL BE CONSIDERED INCIDENTAL. INSTALL CAPS
PROVIDED BY OWNER AT ADJACENT RACKS, AND STORE AND LOCK BOLLARDS ON RACKS.
16. PROVIDE AND MAINTAIN SIGNAGE FOR MAIN PEDESTRIAN ROUTES TO ADJACENT LOCATIONS (LAW SCHOOL / AAB / ETC.)
17. STAIR AND ELEVATOR TOWERS "A", "C", "D", "E" & "F" TO BE MAINTAINED OPEN AND FUNCTIONAL AT ALL TIMES. CONTRACTOR MAY CLOSE ONE OTHER STAIR TOWER AT A TIME TO COMPLETE WORK
WITHIN THE STAIR TOWERS. COORDINATE WITH OWNER.
18. PROVIDE CONTINUOUS TEMPORARY STEEL "CATTLE-GATE STYLE" BARRICADE ACROSS FULL WIDTH OF DRIVE LANES AT ALL CLOSED VEHICLE ENTRY/EXITS WITH STENCILED SIGNAGE (6" TEXT)
THAT READS "ENTRY CLOSED", SIGNAGE SHALL ALSO INDICATE WHICH ENTRY/EXITS REMAIN OPEN AND AVAILABLE. LOCATE TO NOT BLOCK SIDEWALK.
19. ACCESSING THE CITY HYDRANT AT THE NORTHEAST CORNER OF THE STRUCTURE REQUIRES CROSSING THE SIDEWALK WITH PIPING. PROVIDE WALK-THOUGH SCAFFOLDING OR OTHER MEANS OF
MAINTAINING SIDEWALKS ADA-COMPLIANT AND OPEN FOR NORMAL USE AT ALL TIMES. (INCIDENTAL).
B
A
Y
S
6
-
8
B
A
Y
S
3
-
5
4.5
10.5
A
16.1
10.5
J
WORK SCHEDULE
PROJECT START DATE
Monday, May 6,
2019 (NOTE 6)
CONCRETE PLACEMENT COMPLETION DATE
(Applies to all W.I. 3.7 work areas)
July 19, 2019
(NOTE 3)
SUBSTANTIAL COMPLETION DATE
(Applies to all Work Items)
August 16, 2019
(NOTE 3)
WORK SCHEDULE NOTES:
1. Contractor shall return work areas in a condition suitable for normal facility operation by specified Substantial
Completion Date. This includes all waterproofing work/pavement markings/cleanup/etc.
2. WORKING HOURS: Demolition/Construction Activities: 7:00am thru 7:00pm, 7 days a week. Cleanup Activities
Only: 7:00pm thru 9:00pm, 7 days a week. (with Owner review/approval). No work/noise allowed outside these
hours, no exceptions. Also see Note 4 below, and Drawing R-001. Comply with City of Detroit noise ordinance.
3. Concrete Placement Completion Date, and Substantial Completion Date are both SUBJECT TO LIQUIDATED
DAMAGES. See Specifications.
4. Contractor shall allow for (2) days of forced shutdown of NOISE-PRODUCING Operations due to nearby events
taking place on campus. These mandatory shutdowns of NOISE-PRODUCING Operations shall not extend
specified Completion Dates. Owner will notify Contractor in advance of such events. NON-NOISE-PRODUCING
Work may still be performed on these days, only with advance approval from Owner.
5. Refer to Drawing R-003 for Phasing Requirements and corresponding work area closure requirements.
6. Contractor may begin mobilizing in mid to late April. Coordinate with WSU.
PROVIDE FULL HEIGHT FLOOR-TO-CEILING
PLYWOOD BARRIERS AROUND PERIMETER
OF HYDRO-DEMOLITION WORK AREAS PER
W.I. 1.6. (TYP) ALL LEVELS
INSTALL "CATTLE-GATE"
STYLE BARRICADES ON
COLUMN LINE "8.5" FROM
COLUMN LINES "H" TO
"K"ON LEVEL 1 AS SHOWN.
STAIR TOWER CLOSED (ON LEVEL 1)
PROVIDE DIRECTIONAL SIGNAGE ON
INTERIOR AND EXTERIOR OF STAIR TOWER.
S
1
R
S1R
S1R
S1R
S1R
R-003
TRAFFIC CONTROL,
PHASING, &
SCHEDULE
ECW
DJP
SHEET TITLE:
DE
SC
RIP
TIO
N
IS
SU
E:
MA
RK
DA
TE
MIC
HIG
AN
PROJECT NO:
DRAWN BY:
CHECKED BY:
20-1920.00
PA
RK
IN
G S
TR
UC
TU
RE
#
1 2
01
9 R
EN
OV
AT
IO
NS
WA
YN
E S
TA
TE
U
NIV
ER
SIT
Y
DE
TR
OIT
Copyright 2018. All rights reserved. No part of this document may be reproduced in any form or by any means without permission from Walker Consultants
J:\20-1920-00-W
SU
-P
S_#1_2019_R
ES
TO
RA
TN
\A
CA
D\R
ES
T\1920R
-003.D
WG
1/24/2019 10:08:25 A
M W
AR
RE
N, E
RIN
525 A
vis D
rive
Suite 1
Ann A
rbor, M
I 48108
734.663.1070 P
h
ww
w.w
alkerconsultants.com
BID
DIN
G A
ND
C
ON
ST
RU
CT
IO
N01/24/2019
SHEET NOTES (R-101 THRU R-105):
1. SEE SHEETS R-001 THRU R-003 FOR GENERAL NOTES, TRAFFIC CONTROL, PHASING, WORK SCHEDULE, AND TEMPORARY SHORING REQUIREMENTS.
2. REPRESENTATIVE REPAIR LOCATIONS SHOWN. ACTUAL EXTENT AND LOCATION OF REPAIRS TO BE LOCATED AND MARKED IN FIELD WITH ENGINEER PRIOR TO START OF WORK. WORK OCCURRING OUTSIDE OF THE HYDRO-DEMOLITION WORK AREAS SHALL BE PERFORMED WITH LOCALIZED PARKING SPACE CLOSURES NOT TO EXCEED 200 SPACES AT A TIME.
COORDINATE CLOSURES IN ADVANCE WITH WSU. LOCALIZED CLOSURES SHALL NOT CREATE DEAD ENDS AND SHALL MAINTAIN VEHICLE ACCESS TO ALL OPEN AREAS OF THE STRUCTURE. PHASE REPAIRS ACCORDINGLY.
3. CONTRACTOR SHALL BE RESPONSIBLE TO PROTECT ALL EXISTING FEATURES FOR DURATION OF PROJECT INCLUDING, BUT NOT LIMITED TO: LIGHT FIXTURES, SWITCHES, SECURITY CAMERAS, ELEVATORS, CONDUIT, SIGNAGE, DRAINS, PIPING, PERIMETER RAILINGS, PERMANENT SHORES, ETC. ANY CONTRACTOR-CAUSED DAMAGE SHALL BE
REPAIRED/REPLACED TO SATISFACTION OF OWNER AT NO ADDITIONAL COST TO OWNER. REFER TO SECTION 020010 FOR DESCRIPTION OF WORK THAT MAY OR MAY NOT BE APPLIED TO THE M/E ALLOWANCE (W.I. 25.1).
4. VERIFY STATUS OF EXISTING SECURITY SYSTEM WITH OWNER (I.E. IDENTIFY ANY NON-FUNCTIONAL CAMERAS/COMPONENTS) PRIOR TO START OF REPAIRS. ANY NON-FUNCTIONAL LIGHT FIXTURES SHALL ALSO BE DOCUMENTED PRIOR TO START OF REPAIRS. PERFORM SIMILAR REVIEW AND DOCUMENTATION OF ELEVATORS, PARKING EQUIPMENT,
LANDSCAPING, AND OTHER EXISTING CONDITIONS PRIOR TO START OF WORK.
5. INSTALL PROTECTION FOR ELEVATOR TOWERS (WATER PROTECTION, SMOKE ALARM PROTECTION, ETC.) PRIOR TO START OF HYDRO-DEMOLITION TO ENSURE ALL DEBRIS/SLURRY/WATER /DUST IS PREVENTED FROM ENTERING ELEVATOR TOWERS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CLEANING AND/OR REPAIRS NECESSARY TO RESTORE
ELEVATORS TO CLEAN/FUNCTIONAL CONDITION.
6. RESTORE ALL LANDSCAPING FEATURES TO EXISTING CONDITION UPON COMPLETION OF ALL WORK (INCIDENTAL).
7. MAINTAIN ADA-COMPLIANT PEDESTRIAN ROUTES TO STAIR AND ELEVATOR TOWERS AT ALL TIMES.
8. TEMPORARY SHORING SHALL BE INSTALLED PER W.I. 18.1 AT HYDRO-DEMOLITION WORK AREAS PRIOR TO START OF CONCRETE REMOVALS. SEE SHEET R-002.
9. COLLECT ALL HYDRO-DEMOLITION WATER AND DEBRIS. DO NOT ALLOW RUNOFF OUTSIDE OF WORK AREA LIMITS. FOLLOW ALL ENVIRONMENTAL REGULATIONS FOR DISPOSAL/DISCHARGE. SEE SPECIFICATION SECTION 025160 FOR HYDRO-DEMOLITION REQUIREMENTS.
10. INSTALL PROTECTION FOR FLOOR DRAINS (FILTERS AND OTHER MEANS OF PROTECTION AS NECESSARY) TO PREVENT HYDRO-DEMOLITION DEBRIS/SLURRY/WATER FROM ENTERING EXISTING DRAINAGE SYSTEM. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY CLEANING AND/OR REPAIRS NECESSARY TO RESTORE EXISTING DRAINAGE SYSTEM TO EXISTING
FUNCTIONAL CONDITION (INCLUDING UNDERGROUND PIPING).
11. VARY OVERLAY SURFACE ELEVATIONS LINEARLY ALONG REQUIRED DRAINAGE PROFILE LINES FROM HIGH POINTS TO DRAINS AND AS REQUIRED TO MATCH EXISTING ELEVATIONS AT PERIMETER OF REPAIRS (TYP.). NO PONDING WITHIN OR ADJACENT TO REPAIR AREAS ALLOWED. NEW FLOOR DRAIN ELEVATIONS SHALL BE SET AT OR BELOW EXISTING FLOOR
DRAIN ELEVATIONS. PROVIDE 1% TO 2% SLOPE OF REPAIR SURFACES. LOWER DRAINS AS NECESSARY TO PROVIDE REQUIRED SLOPE AND SURFACE DRAINAGE WHILE MAINTAINING EXISTING SLAB THICKNESS AND 1-½” MINIMUM COVER REINFORCEMENT. NOTIFY ENGINEER OF ANY DISCREPANCIES.
12. PRIOR TO AND DURING CONCRETE PLACEMENT FOR W.I. 3.7, SET AND MAINTAIN GRADE PINS AT ALL DRAINAGE PROFILE LINES, HALFWAY POINTS, AND TOP OF DRAINS TO ENSURE PROPER DRAINAGE.
13. REPLACE CONCRETE SLAB ALONG EXPANSION JOINTS PER W.I. 3.4 IN THE W.I. 3.7 WORK AREAS BASED ON FIELD CONDITIONS WHERE DELAMINATIONS/SPALLS OCCUR AT SLAB TOPSIDE AND UNDERSIDE. CONFIRM IN FIELD WITH ENGINEER.
14. REPAIR CURBS AS NEEDED PER W.I. 3.5 ALONG GRIDS “8.5” AND “12.5” ON LEVELS 4 & 5.
15. LOCATE CEILING REPAIRS (W.I. 4.1/4.2) IN FIELD WITH ENGINEER. REMOVE ALL LIVE LOADS FROM FLOORS ABOVE AND CLOSE LEVEL BELOW ACTIVE CEILING REPAIR AREAS.
16. SEE DETAIL 1/R-001 FOR TYPICAL SEALANT REQUIREMENTS IN W.I. 3.7 WORK AREAS.
17. INSTALL NEW TRAFFIC TOPPING SYSTEM IN BAYS 5 & 6 ON LEVELS 4 & 5 PER W.I. 16.1, AND RECOAT EXISTING TRAFFIC TOPPING ON LOWER LEVELS PER W.I. 16.4. LOCATE SPECIFIC AREAS REQUIRING COATING WORK IN FIELD WITH ENGINEER. SEE SECTION 020010 FOR FURTHER INFORMATION. SEAL ALL FLOOR CRACKS IN AREAS TO BE COATED PER W.I. 11.1.
18. APPLY NEW TRAFFIC MARKINGS PER W.I. 45.1 IN BAYS 5 & 6 ON LEVELS 1 THRU 5 TO MATCH EXISTING STRIPING LAYOUT. W.I. 45.1 ALSO INCLUDES ALL OTHER AREAS THROUGHOUT THE STRUCTURE WHERE EXISTING MARKINGS ARE AFFECTED BY PROJECT. SEE SECTION 020010.
19. SEE DRAWING SERIES “AG” FOR NEW SIGNAGE PER W.I. 50.1.
GENERAL LEGEND
EXPANSION JOINT (EJ)
W.I. 3.1 - FLOOR REPAIR -
PARTIAL DEPTH
W.I. 3.4 - FLOOR REPAIR -
FULL DEPTH AT EJ
W.I. 3.7 - FLOOR REPAIR -
OVERLAY STRIP PATCHING
W.I. 3.12 - FLOOR REPAIR -
SLAB EDGE
W.I. 4.1 - CEILING REPAIR -
PARTIAL DEPTH
CONSTRUCTION JOINT (CJ)
LEVEL 2 PLAN VIEW
1
EXISTING CJ
EXISTING CJ
E.J.
E.J.E.J.
E.J.E.J.
E.J.E.J.E.J.
4.1
TAR
41.1
41.2
TAR ALL
LEVELS
TAR ALL
LEVELS
76.1
TYP ALL
MASONRY
SEALANTS
3.1
TAR
MAINTAIN MINIMUM
12' WIDE DRIVE
LANE. PROVIDE
SIGNAGE /
BARRICADES AS
NEEDED.
41.1
41.2
TAR ALL
LEVELS
TAR ALL
LEVELS
41.1
41.2
TAR ALL
LEVELS
TAR ALL
LEVELS
41.1
41.2
TAR ALL
LEVELS
TAR ALL
LEVELS
41.1
41.2
TAR ALL
LEVELS
TAR ALL
LEVELS
41.1
41.2
TAR ALL
LEVELS
TAR ALL
LEVELS
16.5
TYP ALL
LEVELS
16.5
TYP ALL
LEVELS
16.5
TYP ALL
LEVELS
16.5
TYP ALL
LEVELS
16.5
TYP ALL
LEVELS
16.5
TYP ALL
LEVELS
16.4
TAR, LOCATE
IN FIELD W/
ENGINEER
R-101
LEVEL 2
PLAN VIEW
ecw
DJP
NORTH
SHEET TITLE:
DE
SC
RIP
TIO
N
IS
SU
E:
MA
RK
DA
TE
MIC
HIG
AN
PROJECT NO:
DRAWN BY:
CHECKED BY:
20-1920.00
PA
RK
IN
G S
TR
UC
TU
RE
#
1 2
01
9 R
EN
OV
AT
IO
NS
WA
YN
E S
TA
TE
U
NIV
ER
SIT
Y
DE
TR
OIT
Copyright 2018. All rights reserved. No part of this document may be reproduced in any form or by any means without permission from Walker Consultants
J:\20-1920-00-W
SU
-P
S_#1_2019_R
ES
TO
RA
TN
\A
CA
D\R
ES
T\1920R
-101.D
WG
1/24/2019 10:08:28 A
M W
AR
RE
N, E
RIN
525 A
vis D
rive
Suite 1
Ann A
rbor, M
I 48108
734.663.1070 P
h
ww
w.w
alkerconsultants.com
BID
DIN
G A
ND
C
ON
ST
RU
CT
IO
N01/24/2019
LEVEL 3 PLAN VIEW
1
9
'-
0
"
2
3
'-
9
"
3
0
'-
8
1
1
1
6
"
3
7
'-
3
1
1
1
6
"
9
'-
9
"
14
'-0
"3
0'-0
"2
8'-0
"2
8'-0
"2
8'-0
"1
7'-7
"9
'-0
"
15
4'-7
"
14'-0" 34'-0" 28'-0" 34'-0" 28'-0"
14
'-0
"
12
6'-7
"
34'-0" 28'-0" 34'-0" 28'-0" 34'-0" 28'-0" 34'-0" 28'-0" 34'-0" 28'-0" 34'-0" 14'-0"
STAIR
"B"
DN
UP
ELEV.
SHAFT
"B"
LOBBY
STAIR
"C"
DN
UP
LOBBY
30
'-0
"2
8'-0
"2
8'-0
"2
8'-0
"2
8'-0
"2
8'-0
"2
8'-0
"3
0'-0
"1
4'-0
"
1'-2
"
14
'-0
"
3
7
'-
3
1
1
1
6
"
3
0
'-
8
1
1
1
6
"
3
7
'-
3
1
1
1
6
"
9'-5
11
16
"
1
0
'-
5
7
8
"
ELEV.
SHAFT
"C"
STAIR
"F"
DN
STAIR
"A"
LOBBY
STORAGE
ELEV.
SHAFT
"A"
U
P
D
N
S
T
A
I
R
"
D
"
STAIR
"E"
DN
UP
H
1
2
3
4
5
6
7
7
a
1 2 3 4 5 6 7 8 9 10 11 12 13 15 16
A
B
C
D
E
J
AA
A
B
C
D
E
F
G
H
J
K
16.114
E1
F
G1
UP
BAY 1 BAY 2 BAY 3 BAY 4 BAY 5 BAY 6 BAY 7 BAY 8
EXISTING CJ
EXISTING CJ
E.J.
E.J.E.J.
E.J.E.J.
E.J.
E.J.
0.1
EXISTING CJ
GENERAL LEGEND
EXPANSION JOINT (EJ)
W.I. 3.1 - FLOOR REPAIR -
PARTIAL DEPTH
W.I. 3.4 - FLOOR REPAIR -
FULL DEPTH AT EJ
W.I. 3.7 - FLOOR REPAIR -
OVERLAY STRIP PATCHING
W.I. 3.12 - FLOOR REPAIR -
SLAB EDGE
W.I. 4.1 - CEILING REPAIR -
PARTIAL DEPTH
CONSTRUCTION JOINT (CJ)
3.12
TAR
76.2
TAR
3.12
TAR
4.1
TAR
SHEET NOTES (R-101 THRU R-105):
1. SEE SHEET R-101.
41.1
41.2
TAR ALL
LEVELS
TAR ALL
LEVELS
41.1
41.2
TAR ALL
LEVELS
TAR ALL
LEVELS
41.1
41.2
TAR ALL
LEVELS
TAR ALL
LEVELS
41.1
41.2
TAR ALL
LEVELS
TAR ALL
LEVELS
41.1
41.2
TAR ALL
LEVELS
TAR ALL
LEVELS
41.1
41.2
TAR ALL
LEVELS
TAR ALL
LEVELS
16.5
TYP ALL
LEVELS
16.5
TYP ALL
LEVELS
16.5
TYP ALL
LEVELS
16.5
TYP ALL
LEVELS
16.5
TYP ALL
LEVELS
16.5
TYP ALL
LEVELS
16.4
TAR, LOCATE
IN FIELD W/
ENGINEER
R-102
LEVEL 3
PLAN VIEW
ECW
DJP
NORTH
SHEET TITLE:
DE
SC
RIP
TIO
N
IS
SU
E:
MA
RK
DA
TE
MIC
HIG
AN
PROJECT NO:
DRAWN BY:
CHECKED BY:
20-1920.00
PA
RK
IN
G S
TR
UC
TU
RE
#
1 2
01
9 R
EN
OV
AT
IO
NS
WA
YN
E S
TA
TE
U
NIV
ER
SIT
Y
DE
TR
OIT
Copyright 2018. All rights reserved. No part of this document may be reproduced in any form or by any means without permission from Walker Consultants
J:\20-1920-00-W
SU
-P
S_#1_2019_R
ES
TO
RA
TN
\A
CA
D\R
ES
T\1920R
-102.D
WG
1/24/2019 10:08:29 A
M W
AR
RE
N, E
RIN
525 A
vis D
rive
Suite 1
Ann A
rbor, M
I 48108
734.663.1070 P
h
ww
w.w
alkerconsultants.com
BID
DIN
G A
ND
C
ON
ST
RU
CT
IO
N01/24/2019
LEVEL 4 PLAN VIEW
1
F.D.
F.D.
F.D.F.D.
F.D.F.D.
F.D.
F.D.
F.D.
F.D.
F.D.
F.D.
F.D.F.D.F.D.
F.D.
F.D.
F.D.F.D.
F.D.F.D.
F.D.
EXISTING CJ
EXISTING CJ
EXISTING CJ
E.J.
E.J.
E.J.
E.J.
E.J.
F.D.
4.1
TAR
3.12
TAR
3.12
TAR
76.2
TAR
±6'-0"
3.7
TAR
3.7
3.4
TAR
10.3
TYP
"8.5" TO
"12.5"
REMOVE AND DISPOSE OF
EXISTING VEHICLE
BARRIERS (INCIDENTAL).
REPAIR CONCRETE AS
NEEDED PER W.I. 3.1.
UNCOATED
(L-3) INSTALL
COATING PER
W.I. 16.1
COATED
(L-3)
UNCOATED
(L-3) INSTALL
COATING PER
W.I. 16.1
COATED
(L-3)
UNCOATED
INSTALL
COATING
PER W.I. 16.1
COATED
UNCOATED
INSTALL
COATING PER
W.I. 16.1
COATED
PROTECT
EXISTING EJ.
PROTECT
EXISTING EJ.
PROTECT
EXISTING EJ.
PROTECT
EXISTING EJ.
SCARIFY / REMOVE THIN
CEMENTIOUS COATING AS
NEEDED PRIOR TO COATING
INSTALLATION (INCIDENTAL
TO W.I. 16.1). OCCURS "8.5"
TO "12.5", "AA" TO "B"
GENERAL LEGEND
EXPANSION JOINT (EJ)
W.I. 3.1 - FLOOR REPAIR -
PARTIAL DEPTH
W.I. 3.4 - FLOOR REPAIR -
FULL DEPTH AT EJ
W.I. 3.7 - FLOOR REPAIR -
OVERLAY STRIP PATCHING
W.I. 3.12 - FLOOR REPAIR -
SLAB EDGE
W.I. 4.1 - CEILING REPAIR -
PARTIAL DEPTH
CONSTRUCTION JOINT (CJ)
SHEET NOTES (R-101 THRU R-105):
1. SEE SHEET R-101.
25.2 25.3
41.1
41.2
TAR ALL
LEVELS
TAR ALL
LEVELS
41.1
41.2
TAR ALL
LEVELS
TAR ALL
LEVELS
41.1
41.2
TAR ALL
LEVELS
TAR ALL
LEVELS
41.1
41.2
TAR ALL
LEVELS
TAR ALL
LEVELS
41.1
41.2
TAR ALL
LEVELS
TAR ALL
LEVELS
41.1
41.2
TAR ALL
LEVELS
TAR ALL
LEVELS
16.5
TYP ALL
LEVELS
16.5
TYP ALL
LEVELS
16.5
TYP ALL
LEVELS
16.5
TYP ALL
LEVELS
16.5
TYP ALL
LEVELS
16.5
TYP ALL
LEVELS
R-103
LEVEL 4
PLAN VIEW
ECW
DJP
NORTH
SHEET TITLE:
DE
SC
RIP
TIO
N
IS
SU
E:
MA
RK
DA
TE
MIC
HIG
AN
PROJECT NO:
DRAWN BY:
CHECKED BY:
20-1920.00
PA
RK
IN
G S
TR
UC
TU
RE
#
1 2
01
9 R
EN
OV
AT
IO
NS
WA
YN
E S
TA
TE
U
NIV
ER
SIT
Y
DE
TR
OIT
Copyright 2018. All rights reserved. No part of this document may be reproduced in any form or by any means without permission from Walker Consultants
J:\20-1920-00-W
SU
-P
S_#1_2019_R
ES
TO
RA
TN
\A
CA
D\R
ES
T\1920R
-103.D
WG
1/24/2019 12:12:46 P
M W
AR
RE
N, E
RIN
525 A
vis D
rive
Suite 1
Ann A
rbor, M
I 48108
734.663.1070 P
h
ww
w.w
alkerconsultants.com
BID
DIN
G A
ND
C
ON
ST
RU
CT
IO
N01/24/2019
LEVEL 5 PLAN VIEW
1
F.D.F.D.
F.D.
F.D.F.D.
F.D.
F.D.
F.D.F.D.
F.D.F.D.
E.J.
E.J.E.J.E.J.
E.J.
F.D.
F.D.
F.D.
F.D.F.D.
F.D.
F.D.
F.D.
F.D.F.D.
F.D.
F.D.F.D.
F.D.
F.D.
F.D.F.D.
F.D.
F.D.
EXISTING CJ
EXISTING CJ
E.J.
E.J.
E.J.
F.D. F.D.
4.1
TYP
±6'-0"
3.4
TAR
3.7
10.3
TYP
"8.5" TO
"10.5"
SCARIFY / REMOVE THIN
CEMENTIOUS COATING AS
NEEDED PRIOR TO COATING
INSTALLATION (INCIDENTAL
TO W.I. 16.1). OCCURS "8.5"
TO "12.5", "AA" TO "B"
3.7
TAR
UNCOATED
INSTALL
COATING
PER W.I. 16.1
COATED
PROTECT
EXISTING EJ.
PROTECT
EXISTING EJ.
PROTECT
EXISTING EJ.
PROTECT
EXISTING EJ.
REMOVE EXISTING COATING
TO BARE CONCRETE PRIOR
TO COATING INSTALLATION
(INCIDENTAL) OCCURS "9"
TO "10", "C" TO "D".
REMOVE AND DISPOSE OF
EXISTING VEHICLE
BARRIERS (INCIDENTAL).
REPAIR CONCRETE AS
NEEDED PER W.I. 3.1.
COATED
UNCOATED
INSTALL
COATING
PER W.I. 16.1
UN
CO
AT
ED
IN
ST
AL
L
CO
AT
IN
G
PE
R W
.I. 1
6.1
CO
AT
ED
3.12
TAR
GENERAL LEGEND
EXPANSION JOINT (EJ)
W.I. 3.1 - FLOOR REPAIR -
PARTIAL DEPTH
W.I. 3.4 - FLOOR REPAIR -
FULL DEPTH AT EJ
W.I. 3.7 - FLOOR REPAIR -
OVERLAY STRIP PATCHING
W.I. 3.12 - FLOOR REPAIR -
SLAB EDGE
W.I. 4.1 - CEILING REPAIR -
PARTIAL DEPTH
CONSTRUCTION JOINT (CJ)
SHEET NOTES (R-101 THRU R-105):
1. SEE SHEET R-101.
25.2 25.3
41.1
41.2
TAR ALL
LEVELS
TAR ALL
LEVELS
41.1
41.2
TAR ALL
LEVELS
TAR ALL
LEVELS
41.1
41.2
TAR ALL
LEVELS
TAR ALL
LEVELS
41.1
41.2
TAR ALL
LEVELS
TAR ALL
LEVELS
41.1
41.2
TAR ALL
LEVELS
TAR ALL
LEVELS
41.1
41.2
TAR ALL
LEVELS
TAR ALL
LEVELS
16.5
TYP ALL
LEVELS
16.5
TYP ALL
LEVELS
16.5
TYP ALL
LEVELS
16.5
TYP ALL
LEVELS
16.5
TYP ALL
LEVELS
16.5
TYP ALL
LEVELS
R-104
LEVEL 5
PLAN VIEW
MKA
DJP
NORTH
SHEET TITLE:
DE
SC
RIP
TIO
N
IS
SU
E:
MA
RK
DA
TE
MIC
HIG
AN
PROJECT NO:
DRAWN BY:
CHECKED BY:
20-1920.00
PA
RK
IN
G S
TR
UC
TU
RE
#
1 2
01
9 R
EN
OV
AT
IO
NS
WA
YN
E S
TA
TE
U
NIV
ER
SIT
Y
DE
TR
OIT
Copyright 2018. All rights reserved. No part of this document may be reproduced in any form or by any means without permission from Walker Consultants
J:\20-1920-00-W
SU
-P
S_#1_2019_R
ES
TO
RA
TN
\A
CA
D\R
ES
T\1920R
-104.D
WG
1/24/2019 1:19:36 P
M W
AR
RE
N, E
RIN
525 A
vis D
rive
Suite 1
Ann A
rbor, M
I 48108
734.663.1070 P
h
ww
w.w
alkerconsultants.com
BID
DIN
G A
ND
C
ON
ST
RU
CT
IO
N01/24/2019
LEVEL 6 PLAN VIEW
1
±6'-0"
6.1
TAR
10.6
TYP
10.6
TYP
10.6
TYP
16.1 3.1
TAR
11.2
"6.5" TO "8.5"
4.1
TAR
3.12
TAR
TAR
80.1
10.6
TYP
TAR
80.1
TYP
10.6
TAR
80.1
10.6
TYP
GENERAL LEGEND
EXPANSION JOINT (EJ)
W.I. 3.1 - FLOOR REPAIR -
PARTIAL DEPTH
W.I. 3.4 - FLOOR REPAIR -
FULL DEPTH AT EJ
W.I. 3.7 - FLOOR REPAIR -
OVERLAY STRIP PATCHING
W.I. 3.12 - FLOOR REPAIR -
SLAB EDGE
W.I. 4.1 - CEILING REPAIR -
PARTIAL DEPTH
CONSTRUCTION JOINT (CJ)
SHEET NOTES (R-101 THRU R-105):
1. SEE SHEET R-101.
4.1
6.1
TAR
TAR
76.3
TAR
76.3
TAR
76.3
TAR
76.3
TAR
76.3
TAR
76.3
37.1
TYP, ALL
ROOF LEVEL
DOORS
37.1
TYP, ALL
ROOF LEVEL
DOORS
37.1
TYP, ALL
ROOF LEVEL
DOORS
37.1
TYP, ALL
ROOF LEVEL
DOORS
37.1
TYP, ALL
ROOF LEVEL
DOORS
37.1
TYP, ALL
ROOF LEVEL
DOORS
REMOVE EXISTING FAILED /
DEBONDED COATING TO
BARE CONCRETE AS
NEEDED (INCIDENTAL)
41.1
41.2
TAR ALL
LEVELS
TAR ALL
LEVELS
41.1
41.2
TAR ALL
LEVELS
TAR ALL
LEVELS
41.1
41.2
TAR ALL
LEVELS
TAR ALL
LEVELS
41.1
41.2
TAR ALL
LEVELS
TAR ALL
LEVELS
41.1
41.2
TAR ALL
LEVELS
TAR ALL
LEVELS
41.1
41.2
TAR ALL
LEVELS
TAR ALL
LEVELS
16.5
TYP ALL
LEVELS
16.5
TYP ALL
LEVELS
16.5
TYP ALL
LEVELS
16.5
TYP ALL
LEVELS
16.5
TYP ALL
LEVELS
16.5
TYP ALL
LEVELS
R-105
LEVEL 6
PLAN VIEW
MKA
DJP
NORTH
SHEET TITLE:
DE
SC
RIP
TIO
N
IS
SU
E:
MA
RK
DA
TE
MIC
HIG
AN
PROJECT NO:
DRAWN BY:
CHECKED BY:
20-1920.00
PA
RK
IN
G S
TR
UC
TU
RE
#
1 2
01
9 R
EN
OV
AT
IO
NS
WA
YN
E S
TA
TE
U
NIV
ER
SIT
Y
DE
TR
OIT
Copyright 2018. All rights reserved. No part of this document may be reproduced in any form or by any means without permission from Walker Consultants
J:\20-1920-00-W
SU
-P
S_#1_2019_R
ES
TO
RA
TN
\A
CA
D\R
ES
T\1920R
-105.D
WG
1/24/2019 10:08:38 A
M W
AR
RE
N, E
RIN
525 A
vis D
rive
Suite 1
Ann A
rbor, M
I 48108
734.663.1070 P
h
ww
w.w
alkerconsultants.com
BID
DIN
G A
ND
C
ON
ST
RU
CT
IO
N01/24/2019
SEE DETAIL SERIES 3.7 / R-501 FOR REMAINING INFO.
NOTE:
1.
34'-0"
TRANSVERSE MIDDLE STRIP
4
13'-9" (CONT. AT GRID 11) 13'-9" (CONT. AT GRID 10)
11
13
9
12
14
10
SIM
SIM
15 16
5'-0"
MIN. SEE
NOTE 4
10'-0" (TYP)(VIF)
SHEETNOTE 2
(TYP)
14"-0"
VARIES (SEE PLAN) VARIES (SEE PLAN)
REINFORCEMENT
(TYP)
LONGITUDINAL COLUMN STRIP
1
10'-0" (TYP)(VIF) 9'-4" (TYP)(VIF)
A B C
J H G
SEE DETAIL SERIES 3.7 / R-501 FOR REMAINING INFO.
NOTE:
1.
14'-0"
VARIES (SEE PLAN) VARIES (SEE PLAN)
LONGITUDINAL MIDDLE STRIP
2
A B C
J H G
SEE DETAIL SERIES 3.7 / R-501 FOR REMAINING INFO.
NOTE:
1.
11'-4" TYP (VIF)
13'-9" (CONT. AT GRID 11)
34'-0"
13'-9" (CONT. AT GRID 10)
TRANSVERSE COLUMN STRIP
3
11
13
9
12
14
10
SIM
SIM
15 16
VARIES 7'-0" TO 8'-6" (VIF) VARIES 7'-0" TO 8'-6" (VIF)
VA
RIE
S 7
'-0
" T
O 8
'-6
" (V
IF
)V
AR
IE
S 7
'-0
" T
O 8
'-6
" (V
IF
)
(13) #8 TOP STEEL
(11) #7 TOP STEEL
(12) #7 BENT STEEL
(12) #8 TOP STEEL
(13) #7 TOP STEEL
(13) #7 BENT STEEL
1. SEE DETAIL SERIES 3.7 / R-501 FOR CONCRETE REMOVAL REQUIREMENTS AROUND REINFORCING STEEL.
2. TOP MAT OF REINFORCEMENT TYPICALLY CONSISTS OF (3) LAYERS OF STEEL REINF. BARS NEAR
COLUMNS. VERIFY IN FIELD.
3. THIS DETAIL IS FOR INFORMATIONAL PURPOSES ONLY, TO DEMONSTRATE AMOUNT OF CONGESTION OF
EXISTING REINFORCEMENT AT COLUMNS. ACTUAL SIZE, SPACING, AND AMOUNT OF REBAR VARIES.
NOTE:
COLUMNEXIST. REINF. (TYP)
TYPICAL REINFORCING STEEL
AT COLUMN STRIP INTERSECTION
5
COLUMN STRIP
CO
LU
MN
S
TR
IP
SHEET NOTES:
1. SEE SHEET R-001 FOR GENERAL NOTES.
2. EXISTING REINFORCING STEEL TO REMAIN, EXCEPT SEVERELY CORRODED BARS.
3. REMOVE, REPLACE AND SUPPLEMENT DEFECTIVE REINFORCEMENT AS DIRECTED BY
ENGINEER PER W.I. 3.9.
4. CONTRACTOR SHALL NOT CUT ANY BARS EMBEDDED IN EXISTING CONCRETE (AT ANY
POINT) WITHOUT OBTAINING APPROVAL FROM ENGINEER, ON A CASE-BY-CASE BASIS.
5. WHERE EXISTING REINFORCING STEEL REMOVAL IS REQUIRED, SAVE A MINIMUM 5'-0"
FROM FACE OF WALL/COLUMN/CURB (TYP). LAP NEW REINFORCEMENT WITH EXISTING
A MINIMUM OF 4'-0".
6. SAVE ALL EXISTING STEEL EXTENDING THROUGH COLUMNS. NO EXCEPTIONS.
7. WHERE REPLACEMENT BAR LENGTH IS GREATER THAN 25'-0", LAP SPLICE SHALL BE
LOCATED A MINIMUM OF 6'-0" FROM TRANSVERSE COLUMN LINE ON THE
NON-CANTILEVER SIDE. ALL OTHER BARS SHALL BE CONTINUOUS.
8. DETAILS ON THIS SHEET SHOW TYPICAL EXISTING REINFORCING STEEL LAYOUT,
BASED ON ORIGINAL DRAWINGS. ACTUAL FIELD CONDITIONS VARY. REFER TO DETAIL
SERIES 3.7 FOR CONCRETE REMOVAL REQUIREMENTS.
R-301
EXISTING
REINFORCMENT
MKA
RGK
SHEET TITLE:
DE
SC
RIP
TIO
N
IS
SU
E:
MA
RK
DA
TE
MIC
HIG
AN
PROJECT NO:
DRAWN BY:
CHECKED BY:
20-1920.00
PA
RK
IN
G S
TR
UC
TU
RE
#
1 2
01
9 R
EN
OV
AT
IO
NS
WA
YN
E S
TA
TE
U
NIV
ER
SIT
Y
DE
TR
OIT
Copyright 2018. All rights reserved. No part of this document may be reproduced in any form or by any means without permission from Walker Consultants
J:\20-1920-00-W
SU
-P
S_#1_2019_R
ES
TO
RA
TN
\A
CA
D\R
ES
T\1920R
-301.D
WG
1/24/2019 2:14:31 P
M W
AR
RE
N, E
RIN
525 A
vis D
rive
Suite 1
Ann A
rbor, M
I 48108
734.663.1070 P
h
ww
w.w
alkerconsultants.com
BID
DIN
G A
ND
C
ON
ST
RU
CT
IO
N01/24/2019
EXISTING SURFACE
CANTILEVER INTERIOR
3/4" BELOW REINF.
(TYP.) SEE NOTE 4
REMOVAL LIMIT
NOTE 1
(AT FLAT/RAMP BAYS)
WALL/CURB
(AS APPLICABLE)
1-8
W.I. 3.7: REMOVAL BOUNDARY (AS MARKED BY
ENGINEER ) TO STOP SHORT OF VEHICLE BARRIER
POSTS ALONG ALL PERIMETER CANTILEVER EDGE
WHERE VEHICLE BARRIERS ARE PRESENT.
EXISTING PERIMETER
VEHICLE BARRIER
CONDITION @ EXISTING
VEHICLE BARRIERS
NOTES:
1. DO NOT UNDERMINE BASE PLATES OF
VEHICLE BARRIERS.
2. SEE "NOTES" ON DETAIL 3.7.1.
EXISTING SURFACE
EXISTING GROUT
(TYP)
FLOOR REPAIR - OVERLAY STRIP-PATCHING3.7
12"
PERFORM REPAIRS ALONG VEHICLE BARRIERS AS
NEEDED WITH CHIPPING HAMMERS. VIF WITH ENGINEER.
EXISTING SURFACE
NOTES:
1. SEE SHEET R-301 FOR EXISTING REINF. STEEL AND REMOVAL AND REPLACEMENT REQUIREMENTS.
2. REMOVE CONCRETE IN CROSSHATCHED AREA SHOWN ABOVE AT LOCATIONS MARKED IN FIELD BY ENGINEER.
3. REMOVAL DEPTHS SHOWN ARE BASED ON TYPICAL LOCATIONS OF REINFORCING STEEL. MINIMUM PERFORMANCE REQUIREMENT IS TO REMOVE ALL CONCRETE TO MINIMUM 3/4" BELOW BOTTOM BARS IN THE TOP MAT
OF REINFORCEMENT. NO ADDITIONAL COMPENSATION WILL BE GIVEN FOR REMOVALS GREATER THAN 3 4" BELOW BOTTOM REINFORCING BAR. REMOVAL OF EXISTING PATCH MATERIAL IS INCIDENTAL (NOT SHOWN).4. PROVIDE 1-2% SLOPE TO DRAINS ON NEW OVERLAY SURFACE, AND MATCH EXISTING ELEVATIONS AT REPAIR PERIMETERS. NOTIFY ENGINEER OF ANY DISCREPANCIES.
5. PERIMETER VEHICLE BARRIERS AND PERMANENT SHORING NOT SHOWN FOR CLARITY.
INTERIOR END BAY (TYP.)CANTILEVER
REMOVAL LIMIT
34" MIN. BELOW REINF.
(TYP.) SEE NOTE 3.
EXISTING
REINFORCEMENT. (NOT
ALL SHOWN FOR CLARITY)
SEE NOTE 1.
J
A
H
BSEE CONDITION AT EXISTING
VEHICLE BARRIERS ON 3.7/R-501
FLOOR REPAIR - OVERLAY STRIP-PATCHING3.7.1
(AT END BAYS)
NOTES:
1. THIS DETAIL APPLIES TO EXPANSION JOINTS OCCURRING WITHIN HYDRO-DEMOLITION REPAIR AREAS, AND SHALL BE
CONSIDERED INCIDENTAL TO W.I.'S 3.4 & 3.7 AS APPLICABLE.
2. REFER TO W.I. 10.3 FOR FURTHER EXPANSION JOINT INFORMATION.
3. MAINTAIN EXP. JT. OPENING CLEAR AS DIMENSIONED. VERTICAL SURFACE MUST BE PLUMB & SHALL NOT VARY MORE
THAN 1/8" IN 12".
4. EDGE STRAIGHTNESS TOLERANCE SHALL NOT VARY MORE THAN 1/4" IN 10'-0".
5. FORMING OF JOINT SHALL BE APPROVED BY ENGINEER PRIOR TO CONCRETE PLACEMENT.
6. CONCRETE ELEVATIONS ON EACH SIDE OF JOINT SHALL MATCH.
7. REMOVE EXISTING EXPANSION JT. SYSTEM INCLUDING EMBEDDED STEEL ANGLES AND STUDS (BOTH SIDES OF JOINT).
INSTALL TEMPORARY SHORES EACH SIDE OF E.J. PRIOR TO CONCRETE REMOVALS PER W.I.'S 3.4 & 3.7. SEE SHEET R-002
FOR FURTHER SHORING REQUIREMENTS.
8. SEE DETAILS 3.4 / 10.3 FOR RELATED WORK.
BLOCK OUT FORMS SHALL BE RIGID MATERIAL CAPABLE OF
SUPPORTING CONC. WITHOUT SETTLEMENT, BOWING, OR
CRUSHING & SHALL MAINTAIN JOINT & BLOCK OUT
DIMENSIONS WITHIN SPECIFIED TOLERANCES. FORMS
SHALL BE FREE OF DIRT, RUST & HARDENED CONC.
NEW FLOOR SURFACE
ELEVATIONS AT BOTH
SIDES OF E.J. SHALL
MATCH.
PROVIDE RADIUS TOOLED EDGE AT DRIVING
SURFACE IF REQ'D. BY JOINT MANUFACTURER
SEE DETAIL 10.3 FOR EXPANSION
JOINT BLOCK OUT DIMENSIONS.
CONCRETE REMOVAL PER W.I.'S
3.4 & 3.7 AS APPLICABLE (TYP.)
CONC. SLAB (TYP.)
SEE W.I.'S 3.4 & 3.7 FOR
CONCRETE REMOVALS IN
CROSSHATCHED AREAS
NOTE 7
3.7.2(E.J. BLOCKOUT)
OVERLAY REMOVALS (WI 3.7)
SEE DETAIL SERIES 3.7
FOR REMAINING INFO.
3/4" SAW CUT. PROVIDE
TOOLED JT. & SEALANT
(INCIDENTAL)
NEW OVERLAY
SURFACE
REMOVE/REPLACE CONCRETE IN CROSSHATCHED AREA.
NEW OVERLAY SURFACE ELEVATIONS SHALL MATCH EXISTING FLOOR SLAB.
NOTES:
2.
1.
EXISTING FLOOR
SLAB TO REMAIN
NOTE 2
EXISTING REINFORCEMENT
(NOT ALL SHOWN FOR CLARITY).
SEE DETAIL SERIES 3.7.
3.7.3(OVERLAY TERMINATION)
SEE DETAIL SERIES 3.7 FOR REM. INFO.
SEE DETAILS 3.4 & 10.3 FOR RELATED WORK.
DETAIL APPLIES TO BOTH SIDES OF JOINT.
THIS DETAIL ALSO APPLIES TO HYDRO-DEMOLITION BEING PERFORMED ADJACENT TO BASE
PLATES OF EXISTING PERMANENT SHORING & PERIMETER VEHICLE BARRIER SYSTEM, AS
APPLICABLE
NOTES:
2.
1.
EXISTING PERMANENT POST SHORE
CONCRETE REMOVAL AT
SHORE LOCATION
CONC. REMOVALS BEYOND SHORE WITH
CHIPPING HAMMERS AS NEEDED (PROVIDE
MIN. 8"x 8" PAD OF EXIST. FLOOR SURF.
BENEATH EACH SHORE). AFTER
RESHORES REMOVED, REMOVE CONC.
PAD TO REQUIRED DEPTH PER DET. 3.7.
EXP. JOINT (SEE W.I. 10.3)
8"±8"±PROVIDE BULKHEAD. PROVIDE
TOOLED JT. w/SEALANT
(INCIDENTAL). EXP. JT. BLOCK
OUT TO BE POURED AFTER
RESHORES REMOVED
3.
(AT EXPANSION JOINT)
4.
3.7.4
ORIGINAL SURFACE
VARIESSAWCUT PATCH
PERIMETER 3/4" (TYP.)
REINFORCEMENT (TYP.), LOCATIONS APPROXIMATE.
CLEAN AND EPOXY COAT ALL EXPOSED REINF.
PROVIDE 3/4" CLEARANCE AROUND ALL EXPOSED
REINF. WHERE REQ'D AS SPECIFIED IN SECTION
"SURFACE PREPARATION FOR PATCHING".
REMOVE AND REPLACE
CONCRETE WITHIN SECTION
SHOWN CROSS-HATCHED
REMOVAL LIMITS
SPALL OR
DELAMINATIONEXISTING CONCRETE
SLAB
FLOOR REPAIR - PARTIAL DEPTH3.1
NOTES:
1. PAY UNIT = SQUARE FOOT OF REPAIR PERFORMED ALONG E.J.
2. NEW REINFORCING STEEL SHALL BE EPOXY COATED.
3. DETAIL APPLIES TO BOTH SIDES OF JOINT (U.N.O.)
4. DO NOT CUT, DAMAGE OR REMOVE EXISTING REINFORCING ALONG JOINT WITHOUT ENGINEER APPROVAL.
5. THIS WORK ONLY OCCURS WHERE DELAMINATIONS ARE PRESENT ON TOPSIDE AND UNDERSIDE OF SLAB.
DO NOT REMOVE SOUND CONCRETE.
SEE DET. 3.7.2 / R-501, & W.I. 10.3
EXISTING REINFORCING
NOTE 4
GRIND OR SAW CUT
PATCH PERIMETER
1/2" TYPICAL
1 1/2" MIN.
TYP.W.I. 3.4: PROVIDE #4 x CONT.
TYP. (INCIDENTAL, SEE NOTES)
W.I. 3.4: PROVIDE #4 x 3'-6"
w/STD. HOOK ADD'L.
REINFORCEMENT TYP. @ 12"
O.C. MAX. (INCIDENTAL,SEE
NOTES) SECURE TO
EXISTING REINFORCEMENT.
VARIES
W.I. 3.4
MATCH EXISTING ELEVATION
ALONG E.J. U.N.O.
FLOOR REPAIR -FULL DEPTH AT EXPANSION JOINT
3.4
PARTIAL DEPTH
REMOVAL/REPLACEMENT
PER WI 3.7
VARIES
1'-0"GRIND OR SAW CUT
PATCH PERIMETER
1/2" (TYP.)
SPALL OR DELAMINATION
REMOVAL LIMITS
REMOVE AND REPLACE
CONCRETE WITHIN
CROSSHATCHED SECTION
REINF. (TYP.), LOCATIONS APPROX. CLEAN &
EPOXY COAT ALL EXPOSED REINF. PROVIDE
3/4" CL. AROUND ALL EXPOSED REINF. WHERE
REQ'D. AS SPECIFIED IN SECTION "SURFACE
PREPARATION FOR PATCHING"
FLOOR REPAIR - CURBS3.5
1. REFER TO W.I. 3.12 FOR ADJACENT SLAB EDGE REPAIRS.
1'-0"GRIND OR SAW CUT PATCH
PERIMETER 1/2" (TYP.)
REMOVE CONC. WITHIN
CROSSHATCHED SECTION
FLOOR REPAIR - SLAB EDGE3.12
4"-5"
(TYP)REINF. (TYP.), LOCATIONS APPROX. CLEAN &
EPOXY COAT ALL EXPOSED REINF. PROVIDE
3/4" CL. AROUND ALL EXPOSED REINF. WHERE
REQ'D. AS SPECIFIED IN SECTION "SURFACE
PREPARATION FOR PATCHING"
SPALL OR DELAMINATION
REMOVAL LIMITS
NOTES:
1. REFER TO W.I. 3.5 FOR ADJACENT CURB REPAIRS.
VARIES
REINF. (TYP.), LOCATIONS APPROX. CLEAN & EPOXY COAT ALL
EXPOSED REINF. PROVIDE 3/4" CL. AROUND ALL EXPOSED REINF.
WHERE REQ'D. AS SPECIFIED IN SECTION, "SURFACE PREPARATION
FOR PATCHING".
ORIGINAL SURFACE
REMOVAL LIMITS (TYP.)CONC. SLAB
GRIND OR SAW CUT PATCH
PERIMETER 1/2" (TYP.)
REMOVE AND REPLACE
CONCRETE WITHIN
CROSSHATCHED SECTION
FORMING BY CONTRACTOR
(INCIDENTAL) SEE NOTE 2.
NOTES:
1. THIS WORK INCLUDES FULL DEPTH REMOVAL & REPLACEMENT OF CONC. SLAB BELOW THE REMOVAL LIMIT
ESTABLISHED IN W.I. 3.7, DUE TO EXISTING CEILING DETERIORATION. REPAIRS SHALL BE PLACED MONOLITHIC
WITH OVERLAY.
2. INSTALL FORMWORK TIGHT TO EXISTING CEILING SURFACES SO REPAIRS ARE FLUSH WITH ADJACENT SURFACES,
AND VIBRATE DURING PLACEMENT TO ENSURE NO HONEY-COMBING (REPAIR AT NO COST TO OWNER).
3. REFER TO W.I. 3.4 FOR FULL DEPTH REPAIRS ALONG EXPANSION JOINTS.
FLOOR REPAIR -FULL DEPTH - ADDITIONAL REMOVALS
3.8
SHEET TITLE:
DE
SC
RIP
TIO
N
ISS
UE
:
MA
RK
DA
TE
MIC
HIG
AN
PROJECT NO:
DRAWN BY:
CHECKED BY:
20-1920.00
DE
TR
OIT
Copyright 2018. All rights reserved. No part of this document may be reproduced in any form or by any means without permission from Walker Consultants
J:\
20
-19
20
-00
-WS
U-P
S_
#1
_2
01
9_
RE
ST
OR
AT
N\A
CA
D\R
ES
T\1
920R
-500 S
ER
IES
.DW
G
1/2
4/2
01
9 2
:15:1
9 P
M
WA
RR
EN
, E
RIN
52
5 A
vis
Drive
Su
ite 1
An
n A
rbo
r, M
I 48108
73
4.6
63
.10
70 P
h
ww
w.w
alk
erc
on
sultants
.com
BID
DIN
G A
ND
CO
NS
TR
UC
TIO
N0
1/2
4/2
019
REMOVAL LIMITS
EXISTING CONCRETE
SLAB SURFACE
REMOVE AND REPLACE CONCRETE
WITHIN CROSSHATCHED SECTION
REINFORCEMENT (TYP.),
LOCATIONS APPROXIMATE.
CLEAN & EPOXY COAT ALL
EXPOSED REINF. PROVIDE 3/4"
CL. AROUND ALL EXPOSED
REINF. WHERE REQ'D. AS
SPECIFIED IN SECTION,
"SURFACE PREPARATION FOR
PATCHING".
INSTALL 6"x6" WWR. SECURE
TO EXISTING REINFORCEMENT
WITH WIRE TIES AT 12" O.C.
EACH WAY (INCIDENTAL)
VARIESGRIND OR SAW CUT
PATCH PERIMETER 1/2"
(TYP.)
EXISTING ORIGINAL
SURFACE
NOTES:
1. REMOVE ALL LIVE LOADS FROM FLOOR SLABS PRIOR TO START OF WORK..
2. LOCATE REPAIRS IN FIELD WITH ENGINEER.
CEILING REPAIR - PARTIAL DEPTH4.1
CONCRETE REMOVALS
ADJACENT COLUMN
ACROSS EXPANSION JOINT
REMOVAL LIMITS AT
DELAMINATION BOUNDARY.
DO NOT UNDERMINE VERT.
BARS (TYP.)
REMOVE CONCRETE WITHIN
SECTION SHOWN
CROSSHATCHED. (NOTE 3)
REINF. (TYP.), LOCATIONS
APPROX. CLEAN ALL EXPOSED
REINF. AS SPECIFIED IN SECTION
"SURFACE PREPARATION FOR
PATCHING". EPOXY COAT ALL
EXPOSED REINF. WITH APPROVED
MATERIAL.
2'-2"
1'-0"
2"±
14 #11 BARS (TYP.)
(2) SETS TIES,
#3 @ 12" O.C.
ADJACENT COLUMN
ACROSS EXPANSION JOINT
NOTES:
1. INSTALL SHORING AS REQUIRED BY ENGINEER PER W.I. 18.2.
2. REMOVE CONCRETE NO MORE THAN 12 THE HEIGHT OF THE COLUMN ON MAXIMUM 2 SIDES OF
COLUMN. INSTALL REPAIR MATERIAL AND ALLOW CURING TO ACHIEVE 75% DESIGN COMPRESSIVE
STRENGTH BEFORE PROCEEDING WITH REMAINING REPAIR (IF REQUIRED).
3. CONCRETE REMOVALS, PREPARATION, AND PATCHING MATERIAL PER W.I. 6.2.
4. EXTEND COLUMN FACE AS NEEDED TO PROVIDE 2" COVER (TYP). V.I.F WITH ENGINEER PRIOR TO
PLACEMENT.
SPALL OR DELAMINATION
BOUNDARY (TYP.)
REPAIRED CONDITION
SUPPLEMENT BROKEN TIES
AS DIRECTED BY ENGINEER
PER W.I. 3.9.
ORIGINAL COLUMN FACE.
REMOVAL LIMITS.
MAINTAIN EXISTING
2"± DIMENSION
PROVIDE 34" CHAMFER (TYP.).
NEW COLUMN FACE. NOTE 4
COLUMN REPAIR -
PARTIAL DEPTH AT EXPANSION JOINT6.2
INSTALL FORMWORK IN EJ GAP
AS NEEDED TO COMPLETE
REPAIRS. REMOVE AFTER
REPAIRS COMPLETED.
1" TYP.
SEE SECTION "EXPANSION JOINT
ASSEMBLIES" FOR APPROVED SYSTEMS.
ELASTOMERIC CONC.
HEADER TYP. AT BLOCK OUT.2 1/2" (TYP.)
312" MIN. (TYP) NOTE 2
VARIES, SEE
NOTES 1 & 2CONC. SLAB (TYP.)MEMBRANE FLAP
NOTES:
1. CONTRACTOR SHALL, WITH MANUFACTURER, VERIFY FIELD INSTALLATION WIDTH BASED ON
TEMPERATURE CONDITIONS. TOTAL ANTICIPATED JOINT MOVEMENT = 1 1/4".
2. CONTRACTOR SHALL VERIFY BLOCKOUT WIDTH AND DEPTH REQUIREMENTS WITH
MANUFACTURER PRIOR TO SUBMITTING BID. NO EXTRAS ALLOWED FOR DISCREPANCY
BETWEEN TYPICAL BLOCKOUT DIMENSIONS SHOWN AND MANUFACTURERS REQUIREMENTS.
3. EXPANSION JOINT GLAND SHALL EXTEND INTO OPENING BETWEEN COLUMNS/WALLS AT ALL
ENDS, AND SHALL BE TURNED UP 45°. (INCIDENTAL)
EXPANSION JOINT - ELASTOMERIC CONCRETE EDGED
10.3
NOTE 2
REFER TO DETAIL
3.7.2 FOR FURTHER
REQUIREMENTS.
EXISTING CRACK. CENTER ROUTED
GROOVE ON CRACK.
ROUTE CRACK TO DIMENSIONS SHOWN,
PREPARE EDGE, AND FILL WITH FLEXIBLE
SEALANT. INSTALL SEALANT FLUSH WITH
ADJACENT SURFACE.
DO NOT OVERFILL JOINT.
CONCRETE SLAB
12"
SEAL FLOOR CRACKS11.1
NOTE:
REMOVE EXISTING COVE SEALANT MATERIAL (INCIDENTAL). PREPARE SURFACE PER
SPECIFICATIONS.
SEALANT MATERIAL 1/2"
MIN. THROAT (NOTE 1)
FINISHED FLOOR SURFACE
WALL, COLUMN, OR CURB FACE
COVE SEALANT11.7
(INCIDENTAL TO W.I. 3.7)
1/2"-3/4"
1/2"-3/4"
1/2"
REMOVE EXISTING SEALANT,
PREPARE EDGE, AND FILL WITH
FLEXIBLE SEALANT. INSTALL
SEALANT EVENLY AND RECESS
1/16" BELOW SURFACE. DO NOT
OVERFILL JOINT.
CONCRETE SLAB
BOND BREAKER TO
SEPARATE SEALANT
FROM CONCRETE AT
BOTTOM OF JOINT
REMOVE EXISTING SEALANT,
PREPARE EDGE, AND FILL WITH
FLEXIBLE SEALANT. INSTALL
SEALANT EVENLY AND RECESS
1/16" BELOW SURFACE. DO NOT
OVERFILL JOINT.
EXISTING JOINT
EXISTING JOINT. CENTER
ROUTED GROOVE ON JOINT.
CONCRETE SLAB
NOTES:
1. INSTALL SEALANT FLUSH WITH ADJACENT SURFACES WHERE TRAFFIC TOPPING IS TO BE INSTALLED.
2. SEE SECTION 020010 FOR FURTHER REQUIREMENTS.
REPLACE JOINT SEALANTS11.2
TOOL JOINT. PREPARE EDGE AND
FILL WITH FLEXIBLE SEALANT.
INSTALL SEALANT EVENLY AND
RECESS 1/16" BELOW SURFACE.
DO NOT OVERFILL JOINT. INSTALL
FLUSH WITH ADJACENT
SURFACES WHERE
WATERPROOFING MEMBRANE
OCCURS.
CONCRETE
SLAB
SURFACE
CONCRETE
SLAB OR
TOPPING
NOTES:
1. MATCH EXISTING JOINTS LAYOUT. TOOLING AND SEALING CONTROL JOINTS IS INCIDENTAL TO
ALL CONCRETE REPAIR WORK, AND IS NOT A SEPARATE PAY ITEM.
2. CONTROL JOINT (C.J.) MUST BE TOOLED IN PLASTIC CONCRETE AND DIMENSIONS AS DETAILED
WILL BE MAINTAINED IN SET CONCRETE. SAWCUTTING OF CONTROL JOINT IN HARDENED
CONCRETE WILL NOT BE PERMITTED.
TOOL AND SEAL JOINTS(FOR REFERENCE ONLY)
11.4(INCIDENTAL)
1 1/2"±
VIF
1 1/2"±
VIF
EXISTING CMU MASONRY OR
CONCRETE COLUMN / CURB
PROVIDE DSM BY EMSEAL, OR
ENGINEER APPROVED EQUIVALENT
EXIST FLOOR
SLAB OR CURB
PROVIDE DSM BY EMSEAL,
OR ENGINEER APPROVED
EQUIVALENT
STAIRTOWER FLOOR
PROVIDE & INSTALL NEW PLATES AND
ANCHORS (PATCH SLAB AS NEEDED, PER
OTHER W.I.'s). ANCHOR TO STAIR /
ELEVATOR SIDE ONLY. INSTALLATION
SHALL COMPLY WITH MINIMUM ADA
GUIDELINES. NEW ANCHORS SHALL BE SS
AND COUNTERSUNK. NOTES 1 & 2.
EXIST FLOOR
SLAB OR CURB.
NOTE 5.
SECTION AT WALL
SECTION AT DOORWAY
NOTES:
1. PROVIDING AND INSTALLING NEW PLATES AT DOORWAYS IS INCIDENTAL TO THIS WORK AT PS
#1 ROOF LEVEL (9 TOTAL). SUBMIT SHOP DRAWINGS FOR APPROVAL.
2. COMPLY WITH JOINT MANUFACTURER'S WRITTEN RECOMMENDATIONS.
3. CONTRACTOR RESPONSIBLE TO DETERMINE SIZE OF JOINT WITH MANUFACTURER BASED ON
INSTALLATION TEMPERATURE CONDITIONS.
4. PATCH EXISTING BLOCKOUTS AS NEEDED PER OTHER W.I.'s SEE 10.6.1.
10.6
EPOXY
ADHESIVE
BOTH SIDES
FIELD-APPLIED
SILICONE (TYP)
BOTH SIDES PER
MANUFACTURER
3"-4"
(TYP)
VA
RIE
SV
AR
IES
MAINTAIN EXISTING
CHAMFER EDGE AND
DRIP EDGE (TYP)
REMOVE AND REPLACE
CONCRETE IN
CROSS-HATCHED
SECTIONS. INSTALL
PATCH FLUSH WITH WALL.
GRIND OR SAWCUT
PATCH PERIMETER 12"(TYP)
EXISTING REINFORCEMENT (TYP) LOCATIONS
APPROXIMATE. CLEAN AND EPOXY COAT ALL
EXPOSED REINFORCEMENT. PROVIDE 3 4"CLEARANCE AROUND ALL EXPOSED
REINFORCEMENT AS SPECIFIED IN SECTION
"SURFACE PREPARATION FOR PATCHING".
EXTERIOR BUMPER WALL REPAIRS7.2
(ALTERNATE)
NOTES:
1. MANLIFT OR OTHER MEANS OF ACCESS REQUIRED TO COMPLETE THIS WORK IS INCIDENTAL.
2. LOCATE REPAIRS IN FIELD WITH ENGINEER. THIS ALTERNATE WORK, IF ACCEPTED, WILL
OCCUR AS NEEDED ON THE SOUTH, EAST, AND NORTH ELEVATIONS.
X X X X X X X X X
X
X X X X X X
W.I. 4.2W.I. 4.1
VARIES
PROVIDE AND EPOXY
ANCHOR #3 DOWELS
@ 12" O.C. AROUND
ALL SIDES OF REPAIRS
AS APPLICABLE.
(INCIDENTAL)
EXISTING
REINFORCEMENT
(TYP)
CEILING REPAIR - PARTIAL DEPTHAT DROP PANEL
4.2
NOTES:
1. REFER TO W.I. 4.1 FOR
REMAINING CEILING
REPAIR REQUIREMENTS.
INSTALL 6" x 6" WWR AS SHOWN.
SECURE TO EXISTING
REINFORCEMENT WITH WIRE TIES
AT 12" O.C. EACH WAY(INCIDENTAL).
REMOVE EXISTING
SEALANT
PROVIDE NEW
PLATES AT ROOF
LEVEL DOORWAYS
(INCIDENTAL) SEE
DETAIL 10.6 &
SECTION 020010.
REMOVE EXISTING PREMOLD
JOINTS WHERE PRESENT
(INCIDENTAL). PATCH FLOOR
TO PROVIDE ACCEPTABLE
BLOCKOUTS, PAYABLE PER
OTHER W.I.'S
REMOVE EXISTING PREMOLD
JOINTS WHERE PRESENT
(INCIDENTAL). PATCH FLOOR TO
PROVIDE ACCEPTABLE BLOCKOUTS,
PAYABLE PER OTHER W.I.'S
REMOVE EXISTING SEALANT
CONDITION AT P.S. #1 ROOF LEVEL
10.6.1
10.6
10.6
SECTION
AT WALL
SECTION AT
DOORWAY
SHEET TITLE:
DE
SC
RIP
TIO
N
ISS
UE
:
MA
RK
DA
TE
MIC
HIG
AN
PROJECT NO:
DRAWN BY:
CHECKED BY:
20-1920.00
DE
TR
OIT
Copyright 2018. All rights reserved. No part of this document may be reproduced in any form or by any means without permission from Walker Consultants
J:\
20
-19
20
-00
-WS
U-P
S_
#1
_2
01
9_
RE
ST
OR
AT
N\A
CA
D\R
ES
T\1
920R
-500 S
ER
IES
.DW
G
1/2
4/2
01
9 2
:15:1
9 P
M
WA
RR
EN
, E
RIN
52
5 A
vis
Drive
Su
ite 1
An
n A
rbo
r, M
I 48108
73
4.6
63
.10
70 P
h
ww
w.w
alk
erc
on
sultants
.com
BID
DIN
G A
ND
CO
NS
TR
UC
TIO
N0
1/2
4/2
019
VARIES4" 4"
AFTER REMOVING ALL LOOSE
MEMBRANE, GRIND EXIST TRAFFIC
MEMBRANE AT PERIMETER OF
PATCH AREA FLUSH WITH EXIST
CONCRETE SUBSTRATE (TYP)
TRAFFIC TOPPING
PATCH (TYP)
EXIST TRAFFIC
TOPPING (TYP)
EXIST FLOOR SLAB
NOTE:
1. W.I. 16.3: INCLUDES INSTALLATION OF PRIMER, BASE COAT, AND INTERMEDIATE COAT(S)
TO BUILD UP SYSTEM ON BARE CONCRETE TO MATCH THICKNESS OF ADJACENT SYSTEM,
PRIOR TO RECOATING PER ALT. W.I. 16.4/16.5 AS APPLICABLE.
EXIST MEMBRANE
TO REMAIN
REPAIR AREA
REMOVE LOOSE MEMBRANE
16.3(INCIDENTAL)
EXTENT OF
REPAIR VARIES
SAWCUT PATCH
PERIMETER 3/4"(TYP.)
EXIST. SURFACE
SPALL ORDELAMINATION
REMOVE CONCRETE WITHIN
SECTION SHOWNREINFORCEMENT (TYP.), ACTUAL SIZE AND
LOCATION UNKNOWN. CLEAN AND APPLYCORROSION INHIBITOR TO ALL EXPOSED REINF.
PROVIDE 3/4" CLEARANCE AROUND ALL
EXPOSED REINF. WHERE REQ'D AS SPECIFIED
IN SECTION "SURFACE PREPARATION FORPATCHING".
EXIST. CONCRETE SLAB/ STAIR TOWER LANDING
STAIR REPAIR - LANDINGS41.1
INSTALL NEW TRAFFIC TOPPINGSYSTEM ON ALL BARE CONCRETE
REPAIR SURFACES (INCIDENTAL TO
THIS WORK) PRIOR TO RECOATINGPER W.I. 16.5.
STAIR REPAIR - TREAD NOSINGS41.2
4" MIN
INSTALL NEW TRAFFIC TOPPING
SYSTEM ON ALL BARE CONCRETE
REPAIR TREAD AND RISERSURFACES (INCIDENTAL TO THIS
WORK) PRIOR TO RECOATING PERW.I. 16.5.
SAW CUT STAIRENTIRE WIDTH
SAW CUT STAIRENTIRE WIDTH
14" SS L-PINS AT 6" OC ANCHOREDWITH EPOXY ADHESIVE.
REMOVE AND REPLACE CONCRETE
WITHIN SHADED AREA(SEE SPECIFICATIONS)
NOTES:1. REMOVE EXISTING EMBEDDED METAL NOSINGS AND ANCHOR DEVICES.
2. REMOVE AND REPLACE ALL SOUND AND UNSOUND CONCRETE WITHIN SECTION SHOWN SHADED,
AND INSTALL SUPPLEMENTAL REINFORCMENT.
3. PAINT CONTINUOUS 1 12" WIDE DELINEATION STRIP AT EDGE OF NOSINGS (INCIDENTAL TO W.I. 16.5).AFTER RECOATING PER W.I. 16.5. VERIFY COLOR WITH OWNER.
4. PAYMENT IS PER EACH LOCATION (FULL WIDTH OF TREAD).
12" RADIUS
1. USE SERVICE WEIGHT CAST IRON PIPE. ALL MATERIAL SHALL BE IN ACCORDANCE WITH
PREVAILING BUILDING ORDINANCES.2. INSTALL ADJUSTABLE HANGERS AS REQ'D. VERIFY MIN. HEIGHT RESTRICTIONS PRIOR TO
INSTALLATION.
3. KEEP PIPE TIGHT TO CEILING AT DRAIN WITH REQ'D. SLOPE TO R.W.C.
4. SET DRAIN ELEVATIONS PRIOR TO PLACING CONCRETE TO ENSURE PROPER DRAINAGE(INCIDENTAL).
5. CONCRETE WORK AND SUPPLEMENTAL REINFORCEMENT REQUIRED ON THIS DETAIL SHALL BE
CONSIDERED INCIDENTAL TO WI'S 25.2 & 25.3, AND ARE NOT ELIGIBLE FOR PAYMENT UNDER
ANY OTHER WORK ITEMS.6. CONCRETE REMOVALS SHALL BE PERFORMED BY CONVENTIONAL CHIPPING HAMMERS.
SAW-CUTTING OR CORING THROUGH THE SLAB IS NOT ALLOWED. DO NOT CUT ANY EXISTING
REINFORCMENT WITHOUT PRIOR WRITTEN APPROVAL FROM ENGINEER.
NOTES:
SMITH 2140C-U-M-B (+2646Y) OR
ENGINEER APPROVED EQUIVALENT
SAW CUT PATCH
PERIMETER 3/4" (TYP.)
SEE NOTE 6.
1/2" X 1/2" DEEP CAULK JT. ALLAROUND (INCIDENTAL)
CONC. SLAB
STAINLESS STEEL
HANGERS @ 5'-0" O.C.
MAX. (INCIDENTAL).
REMOVE AND REPLACE
CONCRETE AS SHOWN
SEE NOTE 6.
CONNECT TO EXIST. DRAIN LINE. HOLD AS HIGHAS POSSIBLE. MAINTAIN 1/8" PER FT. PITCH.
RAINWATER COLLECTOR
C.I.P. COLUMN
NO-HUB CONNECTIONS TYP.
C.I.P. SLAB
PIPE HANGER
FLOOR DRAIN
SEE DETAIL 25.2
SLOPE @ 1/2"/FT.
REMOVE AND INSTALL NEW PIPING
& CONNECTIONS SHOWN CROSS
HATCHED AS NEEDED TO CONNECT
NEW DRAINS TO EXISTING R.W.C.
1" CLR.(TYP)
PROVIDE #4 REINF. ALONG EACH
SIDE AND DOWEL 8" INTO EXIST
CONCRETE AND ANCHOR WITHHILTI HIT HY-200 (8 TOTAL).
COORDINATE WITH ENGINEER.
PROVIDE STAINLESS STEEL PIPE
SUPPORTS.
25.2 25.3
THROAT DEPTH 1/2JOINT WIDTH
NOTES:1. REMOVE ALL EXISTING SEALANT AND BACKER ROD AS REQUIRED TO EXPOSE BASE FACADE.
PREPARE SURFACES PER SPECIFICATIONS AND MANUFACTURER'S REQUIREMENTS.
2. CLEAN ALL DUST AND DEBRIS FROM JOINT, MAKE SURE JOINT IS CLEAN AND DRY.
3. PREPARE AND PRIME SEALANT CAVITY ACCORDING TO SEALANT MANUFACTURER'SRECOMMENDATIONS.
4. BOND BREAKER REQUIRED AT INTERSECTION OF NON-MONOLITHIC MATERIALS.
3/4"±
EXIST SUBSTRATE SEALANT
BACKER ROD
76.1
1 1/2"
EXISTING FINISHED
HORIZ OR VERT
SURFACE
SEALANT MATERIAL
1/2" MIN THROAT
SEE NOTE 1.
1 1/2"
SEALANT
3/8" BOND
BREAKER TAPE
3/8" X 3/8"
TRIANGULAR
BACKER ROD
ALT DETAIL
3/8"
1/16" RECESS
NOTES:1. PRIME JOINT AS REQUIRED BY SEALANT MANUFACTURER.
2. INSTALL SEALANT EVENLY AND TOOL JOINT CONCAVE. WET TOOLING WILL NOT BE ALLOWED.
3. SUBMIT COLOR SAMPLES TO OWNER FOR APPROVAL PRIOR TO START OF WORK.
ROUT EXISTING CRACK
AND FILL WITH SEALANT
EXIST FACADE MATERIAL
EXISTING NON-MOVINGCRACK. CENTER ROUTED
GROOVE ON CRACK.
76.2
EXISTING MORTAR
PLACE POINTINGMORTAR IN 3
EVEN LIFTS
EXIST MASONRY
TOOL CONCAVEJOINT
REMOVE ALL UNSOUND OR
DETERIORATED MORTAR IN
HATCHED AREA AND PLACE
NEW MORTAR, AS REQ'D.
NEWMORTAR
3/4" TYP
MASONRY - TUCKPOINTING76.3
NOTES:
1. REMOVE LOOSE MORTAR MATERIAL FROM JOINT.
2. FILL ANY VOIDS IN JOINT BEYOND POINTING WORK DEPTH.
3. GRIND BRICK SURFACES CLEAN OF EXISTING MORTAR. DO NOT DAMAGE ADJACENT MASONRY.4. INSTALL MORTAR IN THREE LIFTS, COMPACTING EACH LIFT.
5. TOOL MORTAR JOINT CONCAVE.
REMOVE DAMAGED BRICK UNITS
AND MORTAR SHOWN SHADED.
REPLACE WITH NEW BRICK. PLACE
MORTAR FULL DEPTH OF UNIT.
EXIST FACE
BRICK (TYP)
NOTES:
1. MORTAR JOINT REPLACEMENT AT BRICK MASONRY UNIT REPLACEMENT LOCATIONS IS
INCIDENTAL, NO EXTRA PAYMENT UNDER TUCKPOINTING WORK ITEM.
2. DO NOT DAMAGE ADJACENT BRICK BY OVERCUTTING.
3. REPLACEMENT BRICK TO BE APPROVED BY ENGINEER AND/OR OWNER PRIOR TO START
OF WORK.
4. REPLACEMENT BRICK SHALL MATCH EXISTING. SUBMIT SAMPLES FOR OWNER APPROVAL.
ELEVATION
EXISTING CRACKS, BREAKS, ETC.
REMOVE / REPLACE BRICK80.1
REMOVE PERIMETER METAL GRILLE @ GROUND LEVEL
42.1
INTERIOR
SLAB-ON-GRADE
EXTERIOR SIDEWALK
(ON GRADE)
REPLACE CAPSTONES42.1A
(ALTERNATE)
(ALTERNATE)
W.I. 42.1A: PROVIDE AND EPOXY
ANCHOR NEW 3 8"Ø S.S. DOWELSIN NEW CAPSTONES.
EXISTING CAPSTONES.
REPLACE AS NEEDEDPER ALT. W.I. 42.1A
NOTES:
1. INCLUDES REMOVAL OF EXISTING ANGLES AND ANCHORS INTO SLAB ABOVE WALL AND COPING BELOW.CUT ANCHORS FLUSH TO SURFACE AND COAT WITH CORROSION INHIBITOR, OR REMOVE AND PATCH.
EXISTING BRICK
W.I. 42.1: RESEAL ALL CAPSTONE
BUTT JOINTS (INCIDENTAL).
CONCRETE SLAB ABOVE
13"-14"(VIF)
W.I. 42.1: TUCKPOINT
ENTIRE LENGTH OF
BED JOINT.(INTERIOR AND
EXTERIOR SIDE)
SEE REQUIREMENTS
OF W.I. 76.3.
REMOVE EXISTINGPERIMETER METALGRILLE SYSTEM PER
ALT W.I. 42.1, NOTE 1.
EXISTING BLOCK
30.1
NOTES:
1. REMOVE UNSOUND / DETERIORATED PORTION OF EXISTING GROUT AND INSTALL
NEW NON-SHRINK GROUT MATERIAL.
2. INSTALL TEMPORARY SHORING AS NEEDED PRIOR TO REMOVALS. VERIFY INFIELD W/ ENGINEER WHERE APPLICABLE.
3. WORK OCCURS AS NEEDED AT TOP OF PERIMETER SHORES THROUGHOUT
STRUCTURE. LOCATE IN FIELD WITH ENGINEER.
4. SEE SECTION 020010 FOR FURTHER REQUIREMENTS.5. TYPICAL GROUT PAD IS 8" x 12".
SHEET TITLE:
DE
SC
RIP
TIO
N
ISS
UE
:
MA
RK
DA
TE
MIC
HIG
AN
PROJECT NO:
DRAWN BY:
CHECKED BY:
20-1920.00
DE
TR
OIT
Copyright 2018. All rights reserved. No part of this document may be reproduced in any form or by any means without permission from Walker Consultants
J:\
20
-19
20
-00
-WS
U-P
S_
#1
_2
01
9_
RE
ST
OR
AT
N\A
CA
D\R
ES
T\1
920R
-500 S
ER
IES
.DW
G
1/2
4/2
01
9 2
:15:1
9 P
M
WA
RR
EN
, E
RIN
52
5 A
vis
Drive
Su
ite 1
An
n A
rbo
r, M
I 48108
73
4.6
63
.10
70 P
hw
ww
.wa
lke
rco
nsultants
.com
BID
DIN
G A
ND
CO
NS
TR
UC
TIO
N0
1/2
4/2
019
H
DN
UP
LOBBY
STORAGE
ELEV.
SHAFT
"A"
U
P
UNEXCAVATED
DN
UP
ELEV.
SHAFT
"A"
STORAGE
LOBBY
DN
UP
ELEV.
SHAFT
"A"
STORAGE
LOBBY
UNEXCAVATED
TRANSFORMER
RM.
ELEC.
RM.
1
2
3
4
5
6
7
7
a
A
B
C
D
E
J
AA
A
B
C
D
E
F
G
H
J
K
E1
F
G1
UNEXCAVATED
(NO ACCESS, EXCEPT BY
REMOVING EXISTING BLOCK)
UNEXCAVATED
(NO ACCESS, EXCEPT BY
REMOVING EXISTING BLOCK)
OFFICE
AREA
1 2 3 4 5 6 7 8 9 10 11 12 13 15 16 16.1140.1
LEVEL 1 SIGNAGE PLAN
1
NORTH
S
1
/
S
4
/
S
8
S
7
/
S
4
/
S
8
S
3
S
7
S7
S7
S7/S4
S7/S
8
S7/S
8
S7/S
8
S5
S5
S5
S5
S5
S5
S4
S5
S5
S4
S5
S5
S5
S4
S5
S5
S5
S5
S5
S5
S5
S
5
S5
S5
S5
S5
S5
S4
S4
BAY "A" BAY "B" BAY "C" BAY "D" BAY "E" BAY "F" BAY "G" BAY "H"
STAIR "D"
STAIR "E"
STAIR "F"
STAIR "C"STAIR "B"STAIR "A"
S9
S9
S9
S
9
S
9
S9
S8
S
8
S9 S9 S9 S9
S9
S9
S9
S
6
S
6
AG-101
LEVEL 1
SIGNAGE PLAN
KJW
DJP
SHEET TITLE:
DE
SC
RIP
TIO
N
IS
SU
E:
MA
RK
DA
TE
MIC
HIG
AN
PROJECT NO:
DRAWN BY:
CHECKED BY:
20-1920.00
20
19
P
AR
KIN
G S
TR
UC
TU
RE
#
1 R
ES
TO
RA
TIO
N
WA
YN
E S
TA
TE
U
NIV
ER
SIT
Y
DE
TR
OIT
Copyright 2018. All rights reserved. No part of this document may be reproduced in any form or by any means without permission from Walker Consultants
J:\20-1920-00-W
SU
-P
S_#1_2019_R
ES
TO
RA
TN
\A
CA
D\06-G
RA
PH
\1920A
G-101.D
WG
1/15/2019 3:49:58 P
M W
YLIE
, K
EV
IN
525 A
vis D
rive
Suite 1
Ann A
rbor, M
I 48108
734.663.1070 P
h
ww
w.w
alkerconsultants.com
BID
DIN
G A
ND
C
ON
ST
RU
CT
IO
N01/24/2019
S2S2S2
LEVEL 2 SIGNAGE PLAN
1
S
3
S
3
NORTH
S5
S5
S5
S5
S5
S5
S5
S5
S5
S5
S5
S5
S5
S5
S5
S5
S5
S5
S5
S5
S5
S5
S5
S5
S5
S5
S5
S5
S5
S5
S5
S5
S
5
S5
S5
S5
S5
S5
S5
S5
S5
S5
BAY "A" BAY "B" BAY "C" BAY "D" BAY "E" BAY "F" BAY "G" BAY "H"
STAIR "D"
STAIR "E"
STAIR "F"
STAIR "C"STAIR "B"STAIR "A"
S9
S9
S9
S9
S9
S9
S9
S9
S
9
S
9
S9
S9S9
S
1
/
S
4
/
S
8
S
1
/
S
4
/
S
8
S1/S
4/S
8
S1
S
8
S8
S8
S1/S4/S8S1/S4/S8S1/S4/S8
S4/S8
S6
S3
S6
S3
S6
S3
S
6
S
6
S3
S6
S3
S6
AG-102
LEVEL 2
SIGNAGE PLAN
KJW
DJP
SHEET TITLE:
DE
SC
RIP
TIO
N
IS
SU
E:
MA
RK
DA
TE
MIC
HIG
AN
PROJECT NO:
DRAWN BY:
CHECKED BY:
20-1920.00
20
19
P
AR
KIN
G S
TR
UC
TU
RE
#
1 R
ES
TO
RA
TIO
N
WA
YN
E S
TA
TE
U
NIV
ER
SIT
Y
DE
TR
OIT
Copyright 2018. All rights reserved. No part of this document may be reproduced in any form or by any means without permission from Walker Consultants
J:\20-1920-00-W
SU
-P
S_#1_2019_R
ES
TO
RA
TN
\A
CA
D\06-G
RA
PH
\1920A
G-102.D
WG
1/15/2019 3:49:37 P
M W
YLIE
, K
EV
IN
525 A
vis D
rive
Suite 1
Ann A
rbor, M
I 48108
734.663.1070 P
h
ww
w.w
alkerconsultants.com
BID
DIN
G A
ND
C
ON
ST
RU
CT
IO
N01/24/2019
DN
UP
ELEV.
SHAFT
"B"
LOBBY
DN
UP
LOBBY
ELEV.
SHAFT
"C"
DN
LOBBY
STORAGE
ELEV.
SHAFT
"A"
U
P
D
N
DN
UP
H
1
2
3
4
5
6
7
7
a
1 2 3 4 5 6 7 8 9 10 11 12 13 15 16
A
B
C
D
E
J
AA
A
B
C
D
E
F
G
H
J
K
16.114
E1
F
G1
UP
0.1
S
1
/
S
4
/
S
8
S
1
/
S
4
/
S
8
S1/S
4/S
8
S1/S4/S8 S2S1/S4/S8 S2S1/S4/S8 S2
TYPICAL LEVEL SIGNAGE PLAN
1
S6
S3
S3
S
3
S
3
NORTH
S5
S5
S5
S5
S5
S5
S5
S5
S5
S5
S5
S5
S5
S5
S5
S5
S5
S5
S5
S5
S5
S5
S5
S5
S5
S5
S5
S5
S5
S5
S5
S5
S
5
S5
S5
S5
S5
S5
S5
S5
S5
S5
BAY "A" BAY "B" BAY "C" BAY "D" BAY "E" BAY "F" BAY "G" BAY "H"
STAIR "D"
STAIR "E"
STAIR "F"
STAIR "C"STAIR "B"STAIR "A"
S
8
S
9
S
9
S9
S9S9
S9
S9
S9
S9
S9
S9
S9
S9
S8
S8
S1S4/S8
S
6
S6
S6
S3
S6
S3
S6
S3
S
6
AG-103
TYPICAL LEVEL
SIGNAGE PLAN
KJW
DJP
SHEET TITLE:
DE
SC
RIP
TIO
N
IS
SU
E:
MA
RK
DA
TE
MIC
HIG
AN
PROJECT NO:
DRAWN BY:
CHECKED BY:
20-1920.00
20
19
P
AR
KIN
G S
TR
UC
TU
RE
#
1 R
ES
TO
RA
TIO
N
WA
YN
E S
TA
TE
U
NIV
ER
SIT
Y
DE
TR
OIT
Copyright 2018. All rights reserved. No part of this document may be reproduced in any form or by any means without permission from Walker Consultants
J:\20-1920-00-W
SU
-P
S_#1_2019_R
ES
TO
RA
TN
\A
CA
D\06-G
RA
PH
\1920A
G-103.D
WG
1/15/2019 3:49:16 P
M W
YLIE
, K
EV
IN
525 A
vis D
rive
Suite 1
Ann A
rbor, M
I 48108
734.663.1070 P
h
ww
w.w
alkerconsultants.com
BID
DIN
G A
ND
C
ON
ST
RU
CT
IO
N01/24/2019
S
1
S
1
/
S
8
S1/S
8
S1/S8
S1/S8 S2S1/S8 S2S1/S8 S2
TOP LEVEL SIGNAGE PLAN
1
S3 S3 S3
S3
S3
S
3
S
3
NORTH
BAY "A" BAY "B" BAY "C" BAY "D" BAY "E" BAY "F" BAY "G" BAY "H"
STAIR "D"
STAIR "E"
STAIR "F"
STAIR "C"STAIR "B"STAIR "A"
S
8
S
8
S8
S8
S8
S
6
S6
S6
AG-104
TOP LEVEL
SIGNAGE PLAN
KJW
DJP
SHEET TITLE:
DE
SC
RIP
TIO
N
IS
SU
E:
MA
RK
DA
TE
MIC
HIG
AN
PROJECT NO:
DRAWN BY:
CHECKED BY:
20-1920.00
20
19
P
AR
KIN
G S
TR
UC
TU
RE
#
1 R
ES
TO
RA
TIO
N
WA
YN
E S
TA
TE
U
NIV
ER
SIT
Y
DE
TR
OIT
Copyright 2018. All rights reserved. No part of this document may be reproduced in any form or by any means without permission from Walker Consultants
J:\20-1920-00-W
SU
-P
S_#1_2019_R
ES
TO
RA
TN
\A
CA
D\06-G
RA
PH
\1920A
G-104.D
WG
1/15/2019 3:48:52 P
M W
YLIE
, K
EV
IN
525 A
vis D
rive
Suite 1
Ann A
rbor, M
I 48108
734.663.1070 P
h
ww
w.w
alkerconsultants.com
BID
DIN
G A
ND
C
ON
ST
RU
CT
IO
N01/24/2019
MARK TYPE
V -
R -
W -
VEHICULAR (RETROREFLECTIVE TEXT ONLY)
REGULATORY (RETROREFLECTIVE)
WARNING (RETROREFLECTIVE)
SIGN TYPES LEGEND
REMARKS
S3
S2
S1
MARK
TEXT/MESSAGE
TYPE
SIGN
SIGN SCHEDULE
MOUNTING
DETAILHT.
SIGN DETAIL
1. SIGN CONTRACTOR SHALL REVIEW SIGN LOCATIONS AND MOUNTING HEIGHTS WITH ENGINEER TO COORDINATE WITH LIGHTING SYSTEM AND
OTHER POTENTIAL OBSTRUCTIONS.
2. SIGNS SHALL BE MOUNTED LEVEL AND PLUMB, UNLESS NOTED.
3. MAXIMUM BOLT INSERT EMBEDMENT LENGTH 1-1/4", UNLESS NOTED.
4. DO NOT SCALE DRAWINGS.
5. BACKS AND EDGES OF ALL ALUMINUM SIGNS MOUNTED DIRECTLY TO STRUCTURE SHALL BE PAINTED (SIGN BACKGROUND COLOR) TO PREVENT
CATHODIC REACTION.
6. COLORS TO BE SELECTED BY OWNER, UNO.
7. CENTER TEXT ON SIGN, UNO.
8. SUBMIT SHOP DRAWINGS WITH COLORED TEXT, SYMBOLS AND BACKGROUND.
9. SUBMIT (1) SAMPLE OF EACH SIGN/FIXTURE FOR OWNER APPROVAL PRIOR TO ORDERING/FABRICATION.
10. SEE SECTION 020010 FOR FURTHER DESCRIPTION OF BASE BID & ALTERNATE WORK ITEMS.
11. SEE SECTION 101400 FOR FURTHER REQUIREMENTS.
SIGNAGE GENERAL NOTES
MARK TYPE
PP -
A -
C -
PEDESTRIAN PANEL
ADA BRAILLED
CLG MTG BRACKET
PP
SIGN DETAIL
3
LOBBY
48
"-6
0" A
.F
.F
.
1/2" R.
SUPERSINE PROCESS
DIE-RAISED LETTER
.102" ALUMINUM SIGN
(OR APPROVED
EQUIVALENT)
BLACK MATTE FINISH
(FACE, EDGES & BACK)
1" H. HELVETICA MEDIUM
SILVER TEXT (1/32" MIN.
RAISED IMAGE RELIEF
HEIGHT) W/ 1/2" SPACE
BETWEEN LINES.
GRADE 2 BRAILLE
COPY
4 1/2"
9"
NOTES:
1. SIGN TO BE MOUNTED ON WALL ADJACENT TO OPENING 3" FROM EDGE OF OPENING. CONFIRM MOUNTING
LOCATION W/ ENGINEER. (WHERE DOOR IS USED - MOUNT ON WALL ADJACENT TO LATCH SIDE.)
2. MOUNT w/STAINLESS STEEL TAMPERPROOF SCREWS.
3. SIGN & MOUNTING TO CONFORM TO REQUIREMENTS OF AMERICAN'S WITH DISABILITIES ACT.
SIGN DETAIL
STAIRWAY
48
"-6
0" A
.F
.F
.
1/2" R.
SUPERSINE PROCESS
DIE-RAISED LETTER
.102" ALUMINUM SIGN
(OR APPROVED
EQUIVALENT)
BLACK MATTE FINISH
(FACE, EDGES & BACK)
1" H. HELVETICA MEDIUM
SILVER TEXT (1/32" MIN.
RAISED IMAGE RELIEF
HEIGHT) W/ 1/2" SPACE
BETWEEN LINES.
GRADE 2 BRAILLE
COPY
4 1/2"
9"
NOTES:
1. SIGN TO BE MOUNTED ON WALL ADJACENT OPENING TO EXIT 3" FROM EDGE OF OPENING.
CONFIRM MOUNTING LOCATION W/ ENGINEER. (WHERE DOOR IS USED - MOUNT ON WALL
ADJACENT LATCH SIDE.)
2. MOUNT w/STAINLESS STEEL TAMPERPROOF SCREWS.
3. SIGN & MOUNTING TO CONFORM TO REQUIREMENTS OF AMERICAN'S WITH DISABILITIES ACT.
STAIR C
Level
4
Levels 1 TO 6
1'-6"
1'-10"
2"
NOTES:
1. FONT TO BE HELVETICA MEDIUM (TYPICAL).
2. PROVIDE 1 1/2" RADIUS ON SIGN CORNERS.
3. POSITION SIGN SUCH THAT IF DOOR IS IN OPEN
POSITION THE SIGN IS STILL VISIBLE.
LEVEL NUMBER
(1, 2, 3, 4, 5 OR 6)
STAIR DESIGNATION
(A, B, C, D, E OR F)
SEE PLAN
2"
1 1/2"
Exit to Level 1
Roof Access
SIGN DETAIL
5
SIGN DETAIL
2
3/AG-201
5"
1"
1"
1 3/4"
1"
1
S4
5'-0"7/AG-201
MARK TYPE
PG - PAINTED GRAPHICS
EXIT STAIRWAY
A
A
2/AG-201
-
-
1/AG-201
-
-
STAIR LEVEL #
ELEVATOR LOBBY
LEVEL
BAY
2
B
3" 3"1'-4"
3"
3"
2'-6"
LEVEL NUMBER
(1, 2, 3, 4 OR 5)
ALTERNATE WI 50.1A
PAINT COLUMN LEVEL
COLOR (3) SIDES OF
COLUMN. PAINT SIGN
SIDE AND 2 ADJACENT
FACES.
9"
BAY DESIGNATION
(A, B, C, D, E, F, G OR H)
SEE PLAN FOR BAY
DESIGNATIONS
PP 4/AG-201
LEVEL DESIGNATION
3/4
"
3/4"
FACE OF COLUMN OR WALL
"HILTI" METAL HIT ANCHOR
OR APPROVED EQUAL @
3'-0" OC MAX (MINIMUM (4)
ANCHORS PER SIGN)
SIGN FACE
CONTRACTOR NOTE:
1. DO NOT OVERDRIVE ANCHORS. OVERDRIVEN ANCHORS WILL DAMAGE SIGNS.
SIGN MOUNTING DETAIL
7
LEVEL COLORS
LEVEL 1 - WHITE
LEVEL 2 - YELLOW
LEVEL 3 - RED
LEVEL 4 - BLUE
LEVEL 5 - BROWN
LEVEL 6 - ORANGE
SIGN BACKGROUND
COLOR PER LEVEL
COLOR
TEXT & BORDER
COLOR TO BE BLACK
AT LEVELS 1 & 2 AND
WHITE AT LEVELS 3,
4 & 5.
SIGN BACKGROUND
COLOR PER LEVEL
COLOR
MO
UN
TIN
G H
T
BOTTOM OF SLAB
WI 50.1
ALUMINUM SIGN
MOUNTED ON COLUMN
FACE PER 7/AG-201.
NOTES:
1. PROVIDE & INSTALL ALUMINUM SIGNS PER BASE BID WI 50.1.
PAINT COLUMN BANDS PER ALT WI 50.1A (IF ACCEPTED).
2. FONT TO BE HELVETICA MEDIUM (TYPICAL).
3. PROVIDE 1 1/2" RADIUS ON SIGN CORNERS.
EXIT LIGHT FIXTURE SCHEDULE
CATALOG NUMBER
MOUNTINGTYPE
LAMP MANUFACTURER
LV-S-WB-1-R-277-ELN-4X-CWL.E.D.
WALL MOUNTLITHONIA
JSLEXIR-277-WL-TP
OR
PATHWAY
WALL MOUNTTRITIUM BETALUX BX-20-WH-S-RD
SINGLE FACE BACK MOUNTED WITH SIDE CONDUIT ENTRY L.E.D. EXIT LIGHT WITH
SELF CONTAINED EMERGENCY BATTERY PACK, FUSED, 277V, VANDAL
RESISTANT, WITH TWO TAMPERPROOF TOOLS, WITH ARROWS AS INDICATED ON
DRAWINGS. U.L. LISTED FOR WET LOCATIONS.
SINGLE FACE TRITIUM EXIT SIGN WITH WHITE OUTLINE LETTERING AND
INSTITUTIONAL FRAME. VANDAL RESISTANT, 20 YEARS LIFE, U.L. LISTED.
PROVIDE OWNER WITH TWO TAMPERPROOF TOOLS.
OR
ISOLITE 2040-95-S-20-WM-R-WH
SIGN DETAIL
4
LEVEL
2
1'-4"
1'-4"
LEVEL NUMBER
(1, 2, 3, 4 OR 5)
9"
1 1/2"
SIGN BACKGROUND
COLOR PER LEVEL
COLOR
TEXT & BORDER
COLOR TO BE BLACK
AT LEVELS 1 & 2 AND
WHITE AT LEVELS 3,
4 & 5.
NOTES:
1. FONT TO BE HELVETICA MEDIUM (TYPICAL). CENTER TEXT HORIZONTALLY ON SIGN.
2. PROVIDE 1 1/2" RADIUS ON SIGN CORNERS.
3. CONFIRM MOUNTING LOCATION ENGINEER.
S5
PP 5/AG-201
LEVEL DESIGNATION
5'-0"7/AG-201
S6
A 6/AG-201
LEVEL # --
S8 EXIT
S9 EXIT
EXIT SIGN PER F5 OF LIGHT FIXTURE SCHEDULE
EXIT SIGN PER F5A OF LIGHT FIXTURE SCHEDULE
SIGN
MARK
S8
S9
F5
(ALT WI
50.1B)
F5A
(ALT WI
50.1C)
(MATCH EXISTING PAINTED NUMBERS
ON STAIR/ELEVATOR DOORS)
(BASE BID PER WI 50.1)
(BASE BID PER WI 50.1)
(BASE BID PER WI 50.1)
1 3/4"
1 3/4"
2"
3/8" WIDE BORDER 3/8"
FROM EDGE OF SIGN
-7/AG-201
(ALTERNATE WI 50.1D)
9"
1 1/2"
1 3/4"
1 3/4"
1 1/2"
3/8" WIDE BORDER 3/8"
FROM EDGE OF SIGN
2 1/2"
1 1/16"
EXIT
ELEVATOR
SIGN DETAIL
LEVEL 3
48
"-6
0" A
.F
.F
.
1/2" R.
SUPERSINE PROCESS
DIE-RAISED LETTER
.102" ALUMINUM SIGN
(OR APPROVED
EQUIVALENT)
BLACK MATTE FINISH
(FACE, EDGES & BACK)
1" H. HELVETICA MEDIUM
SILVER TEXT (1/32" MIN.
RAISED IMAGE RELIEF
HEIGHT). LEVEL NUMBER
TO MATCH LOCATION
WHERE MOUNTED.
GRADE 2 BRAILLE
COPY
3"
7"
NOTES:
1. SIGN TO BE MOUNTED ON WALL ADJACENT OPENING TO EXIT 3" FROM EDGE OF OPENING.
CONFIRM MOUNTING LOCATION W/ ENGINEER. (WHERE DOOR IS USED - MOUNT ON WALL
ADJACENT LATCH SIDE.)
2. MOUNT w/STAINLESS STEEL TAMPERPROOF SCREWS.
3. SIGN & MOUNTING TO CONFORM TO REQUIREMENTS OF AMERICAN'S WITH DISABILITIES ACT.
6
(BASE BID PER WI 50.1)
TEXT & BORDER
COLOR TO BE BLACK
AT LEVELS 1 & 2 AND
WHITE AT LEVELS 3,
4, 5 & 6.
SIGN DETAIL
EXIT
48
"-6
0" A
.F
.F
.
1/2" R.
SUPERSINE PROCESS
DIE-RAISED LETTER
.102" ALUMINUM SIGN
(OR APPROVED
EQUIVALENT)
BLACK MATTE FINISH
(FACE, EDGES & BACK)
1" H. HELVETICA MEDIUM
SILVER TEXT (1/32" MIN.
RAISED IMAGE RELIEF
HEIGHT)
GRADE 2 BRAILLE
COPY
3"
5"
NOTES:
1. SIGN TO BE MOUNTED ON WALL ADJACENT OPENING TO EXIT 3" FROM EDGE OF OPENING.
CONFIRM MOUNTING LOCATION W/ ENGINEER. (WHERE DOOR IS USED - MOUNT ON WALL
ADJACENT LATCH SIDE.)
2. MOUNT w/STAINLESS STEEL TAMPERPROOF SCREWS.
3. SIGN & MOUNTING TO CONFORM TO REQUIREMENTS OF AMERICAN'S WITH DISABILITIES ACT.
8
(BASE BID PER WI 50.1)
S7
A 8/AG-201
EXIT --
1 3/4"
3/8" WIDE BORDER 3/8"
FROM EDGE OF SIGN
AG-201
SIGN DETAILS
AND
SCHEDULE
KJW
RGK
SHEET TITLE:
DE
SC
RIP
TIO
N
IS
SU
E:
MA
RK
DA
TE
MIC
HIG
AN
PROJECT NO:
DRAWN BY:
CHECKED BY:
20-1920.00
20
19
P
AR
KIN
G S
TR
UC
TU
RE
#
1 R
ES
TO
RA
TIO
N
WA
YN
E S
TA
TE
U
NIV
ER
SIT
Y
DE
TR
OIT
Copyright 2018. All rights reserved. No part of this document may be reproduced in any form or by any means without permission from Walker Consultants
J:\20-1920-00-W
SU
-P
S_#1_2019_R
ES
TO
RA
TN
\A
CA
D\06-G
RA
PH
\1666A
G201-2.D
WG
1/18/2019 8:59:39 A
M W
YLIE
, K
EV
IN
525 A
vis D
rive
Suite 1
Ann A
rbor, M
I 48108
734.663.1070 P
h
ww
w.w
alkerconsultants.com
BID
DIN
G A
ND
C
ON
ST
RU
CT
IO
N01/24/2019