Addendum #4 Project #2399 Construction of Multiple Buildings at South Landfill Port & Resource Recovery January 20, 2021 Request for Bid See original specification packet for addresses THIS ADDENDUM IS ISSUED TO MODIFY, EXPLAIN OR CORRECT THE ORIGINAL DRAWINGS AND SPECIFICATIONS AND IS HEREBY MADE PART OF THE CONTRACT DOCUMENTS. THIS ADDENDUM MUST BE ACKNOWLEDGED ON THE ADDENDUM RECEIPT SCHEDULE, WHICH WAS INCLUDED IN THE ORIGINAL DOCUMENT PACKAGE. Vendors are required to read entire addendum to determine requirements affecting their contract. Addendum #4 This addendum is for the following; • to indicate that Brown County reserves the right to accept or reject all or just selected structures that are being bid • to provide call-in information for the bid opening at 2:00pm CST on Tuesday, February 2, 2021 • to answer questions received for the project Bid Opening Call-In Information: Bid opening will be conducted via call-in with listen only mode. Bidders wishing to call-in and listen as bids are opened and read aloud must dial 1-415-655-0003 and when prompted enter access code 178 356 4486. Bid opening will start at 2:00pm. It is recommended to call in at least 5 minutes prior to start. Bid prices will be read aloud twice for each vendor submitting a bid. Reminder: All bids must either be mailed, or hand delivered and received by 2:00pm CST on Tuesday, February 2, 2021. Hand delivered or mailed bids are to be sent or brought to the County Clerk, 305 E Walnut Street, Room 120, Green Bay, WI 54301. Bids received after 2:00pm will not be opened. Questions Received: See following 26 pages for responses Numbers submitted on Attachments A (Proposed Schedule of Values) & D (Stipulated Sum) are the numbers that will be read aloud at the bid opening. BID DUE DATE 2/2/21 BY 2:00 P.M. CST
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Addendum #4 Project #2399
Construction of Multiple Buildings at South Landfill Port & Resource Recovery
January 20, 2021 Request for Bid
See original specification packet for addresses THIS ADDENDUM IS ISSUED TO MODIFY, EXPLAIN OR CORRECT THE ORIGINAL DRAWINGS AND SPECIFICATIONS AND IS HEREBY MADE PART OF THE CONTRACT DOCUMENTS. THIS ADDENDUM MUST BE ACKNOWLEDGED ON THE ADDENDUM RECEIPT SCHEDULE, WHICH WAS INCLUDED IN THE ORIGINAL DOCUMENT PACKAGE.
Vendors are required to read entire addendum to determine requirements affecting their contract.
Addendum #4 This addendum is for the following;
• to indicate that Brown County reserves the right to accept or reject all or just selected structures that are being bid
• to provide call-in information for the bid opening at 2:00pm CST on Tuesday, February 2, 2021 • to answer questions received for the project
Bid Opening Call-In Information: Bid opening will be conducted via call-in with listen only mode. Bidders wishing to call-in and listen as bids are opened and read aloud must dial 1-415-655-0003 and when prompted enter access code 178 356 4486. Bid opening will start at 2:00pm. It is recommended to call in at least 5 minutes prior to start. Bid prices will be read aloud twice for each vendor submitting a bid. Reminder: All bids must either be mailed, or hand delivered and received by 2:00pm CST on Tuesday, February 2, 2021. Hand delivered or mailed bids are to be sent or brought to the County Clerk, 305 E Walnut Street, Room 120, Green Bay, WI 54301. Bids received after 2:00pm will not be opened. Questions Received: See following 26 pages for responses Numbers submitted on Attachments A (Proposed Schedule of Values) & D (Stipulated Sum) are the numbers that will be read aloud at the bid opening.
BID DUE DATE
2/2/21 BY 2:00 P.M. CST
•
•
•
•
•
•
•
•
•
•
•
•
o
o
•
•
•
MasterSpec 3/19 (R 12/19 R1)
ATTACHMENT A -PROPOSED SCHEDULE OF VALUES
Project #20070 - Brown County South Landfill
004373 - 1
January 20, 2021
ATTACHMENT A - PROPOSED SCHEDULE OF VALUES
PART 1 - GENERAL
1.1 BID SUPPLEMENT
ITEM OF WORK VALUE
(including overhead and profit)
Mobilization $__________________________
General Conditions $__________________________
Scale House Concrete Foundations and Slabs $__________________________
Masonry $__________________________
Misc. Steel and Handrails $__________________________
Metal Wall Panel /Standing Seam Roof $__________________________
WT-1 WALL TILE CERAMIC TILEWORKS DOWNTOWN ECRU INSTALL 1/3 OFFSET 12"X24" ALL WALLS OF ROOM 109 AND 109 INCLUDING SHOWERSTALL TO BE TILED FROM EPOXY BASE, UP 6'. SEE
ELEVATIONS; TOLIET 202 TO RECIEVE WALL TILE ON ONE
WALL, SEE ELEVATION.
WALL BASE
B-1 VINYL WALL BASE TARKETT TRADITIONAL WALLBASE BURNT UMBER 63 - 4" AS NOTED
PTB-1 PORCELAIN TILE WALL BASE CERAMIC TILEWORKS DOWNTOWN ECRU CAP TOP OF BASE WITH SCHLUTER TRIM PIECE 6" -
1B
ID /
CO
NS
TR
UC
TIO
N1
1/3
0/2
0
3A
DD
EN
DU
M-0
04
01
/20/2
1
3
3
FOUNDATION PLAN NOTES
1. FINISHED FLOOR EL. = 100’-0” (UNLESS NOTED OTHERWISE)
• SEE DETAILS 1/S2.1 & 2/S2.1 FOR SLAB CONSTRUCTION DETAILS
2. “T/FTG = XXX’-X”” INDICATES TOP OF CONCRETE FOOTING
• T/FTG. = 96’-0”, TYPICAL UNLESS NOTED OTHERWISE
3. “T/WALL = XXX’-X”” INDICATES TOP OF CONCRETE WALL ELEVATION
4. "F-X" INDICATES SPREAD FOOTING. SEE FOUNDATION SCHEDULE ON S2.1
FOR SIZE AND REINFORCEMENT
5. "WF-X" INDICATES CONTINUOUS WALL FOOTING. SEE FOUNDATION
SCHEDULE ON S2.1 FOR SIZE AND REINFORCEMENT.
• "F.S." INDICATES WALL FOOTING STEP. SEE DETAIL 11/S2.1 FOR
REINF. AND SEE PLAN FOR STEP ELEVATIONS
6. "P-X" INDICATES CONCRETE PIER. SEE PIER TYPES ON SHEET S2.1 FOR
TOP OF CONCRETE PIER ELEVATIONS AND PIER REINFORCEMENT.
7. W-X = C.I.P. CONCRETE WALL
• SEE SCHEDULE ON S2.1 FOR WALL REINFORCEMENT
• SEE DETAILS 4/S2.1 THRU 6/S2.1 FOR TYP. WALL CONSTRUCTION
• SEE DETAIL 9/S2.1 FOR R/F AROUND OPENINGS IN FOUNDATION
WALL AND FOOTINGS
8. MW-X = STRUCTURAL MASONRY WALL
SEE SCHEDULE ON S2.1 FOR WALL REINFORCEMENT
9. COORDINATE THE LOCATION OF EMBEDDED/RECESSED ELECTRICAL
BOXES WITH ELECTRICAL OR ARCHITECTURAL DRAWINGS
10. AT ALL RE-ENTRANT CORNERS, PROVIDE (2) #5 x 5’-0” LONG DIAGONAL
BARS PLACED AT MID-DEPTH OF SLAB
11. FLOOR FLATNESS AND LEVELNESS: SEE SPECIFICATIONS FOR SPECIFIC
GUIDELINES REQUIRED FOR THIS CONCRETE FLOOR SLAB.
12. COORDINATE EXACT LOCATIONS OF PLUMBING DRAINS W/ PLUMBING
AND ARCHITECTURAL DRAWINGS. COORDINATE EXTENT OF PITCHED
SLABS W/ PLUMBING AND ARCHITECTURAL DRAWINGS
13. PROVIDE 3 1/2" CONCRETE HOUSE KEEPING PADS AT MECHANICAL
EQUIPMENT AS REQUIRED ON MECH. OR ARCH. DRAWINGS REINFORCE
WITH 1 1/2#/CY OF MICRO-SYNTHETIC FIBER REINFORCING (OR MATCH
TYPICAL FLOOR SLAB REINFORCING). SEE DETAIL 3/S2.1.
14. ALL FOUNDATIONS TO BE CONFIRMED BY FOUNDATION ENGINEER
AFTER RECEIPT OF FINAL METAL BUILDING DRAWINGS AND REACTIONS.
FOUNDATIONS ARE SUBJECT TO CHANGE UNTIL THIS TIME.
2
1
3
4
5
6
A B C D
24'-0
"25'-0
"25'-0
"25'-0
"24'-0
"
HSS4X4X5/16
WF-1
MW-3
WF-1
MW-3
28'-8" 20'-8" 3'-8" 36'-4"
10
S2.1
T/WALL = 104'-0"
P-4
F-2
P-1 SIM.
F-1P-1F-1
P-4 OPP.F-2
P-3
F-3
P-2
F-3
P-3
F-3
P-2
F-3
P-3
F-3
P-3
F-2
P-2
F-3
P-2
F-2
P-3 SIM.
F-2
P-2 SIM.
F-2
F-1
P-1 SIM.
P-1
F-1
F-1
F-1
F-5
T/P = 99' - 0" T/P = 99' - 0"
T/P = 99' - 0"
T/P = 99' - 0"
T/P = 99' - 0"
T/FTG = 99' - 0"
T/P = 99' - 0"
T/P = 99' - 0"
T/FTG = 98' - 8"
T/P = 99' - 0"T/P = 99' - 5"
4"4"
18
S2.1
T/WALL = 99'-0", TYP.
TYP.
T/P = 99' - 5"
T/WALL = 104'-0"
T/FTG = 99' - 5"
BP-1
F-1
T/P = 99' - 5"
T/P = 99' - 5"
T/P = 99' - 5"
W-4
W-1
T/WALL = 99'-5", TYP.
T/WALL = 104'-0" MW-3
MW-1
MW-4
WF-1
WF-1
WF-2
MW-4
W-2
T/WALL = 99'-5"
W-1, TYP.
13
S2.1
W-2
W-3, TYP.
18" BOLLARD FOUND., TYP.
- SEE DETAIL 17/S2.1
1'-1"
89'-4"
S2.1
20
12'-8"
4'-4"
20
'-8"
4'-4"
20
'-8"
4'-4"
20
'-8"
9"
T/FTG = 99' - 0"
24'-0" 3'-4" 2'-8" 30'-0" 2'-8" 3'-4" 24'-0"
T/WALL = 104'-0"
W-4, TYP.
T/WALL = 101'-0"
W-1
VERIFY LIFT FOUND.
W/ SUPPLIER
VERIFY JIB/CRANE
FOUND. W/ SUPPLIER
T/WALL = 101'-0"
T/WALL = 100'-0"
9'-2"
9'-6"
8'-0
"9'-0
"
W-1
W-1
3'-0" 8'-0" 6'-0" 8'-2" 6'-2"
T/WALL = 100'-0"
W-1
6'-0" 3'-7" 6'-0"
WF-1
2'-5 1/8" 6'-4" 3'-4" 5'-8 7/8" 22'-8" 2'-8"
T/WALL = 99'-0"
W-3
T/WALL = 104'-0"
W-4
WF-1
T/FTG = 99' - 0"
8
S2.1
125'-2"
BR
AC
ED
BAY
BR
AC
ED
BAY
10'-4"
MW-4MW-4WF-2 WF-2
21
S2.1
DOOR JAMB TUBE BY
P.E.M.B. ENGINEER - TYP.
T/WALL = 104'-0"
W-2
T/WALL = 104'-0"
W-2
T/WALL = 101'-0"
W-1
T/WALL = 101'-0"
W-1
T/WALL = 104'-0"
W-4
T/WALL = 104'-0"
W-4
T/WALL = 104'-0"
W-4
T/WALL = 104'-0"
W-4
4'-0
"4'-0
"
F.S. F.S.
F.S.
4'-0" 4'-0"
4'-0
"4'-0
"
11
S2.1
COORDINATE BOLLARD
LOCATIONS W/ CIVIL
22
S2.1
3
CHK'DDRAWN
TIT
LE
DRAWING NO.
SCALEDATE
REV.PROJECT NO.
124 N
. B
RO
AD
WA
Y,
P.O
. B
OX
5156
DE
PE
RE
, W
ISC
ON
SIN
54115
PH
ON
E:
920-3
36-9
929
FA
X:
920-3
36-2
899
ww
w.p
erf
orm
ain
c.c
om
NO
.D
ES
CR
IPT
ION
DA
TE
BR
OW
N C
OU
NT
Y L
AN
DF
ILL
MA
INT
EN
AN
CE
BU
ILD
ING
As indicated
1/1
9/2
02
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:40
AM
C:\
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SO
UT
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EN
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MDL NJG
S1.0
11/30/20
20070
FO
UN
DA
TIO
N P
LA
N
SCALE: 1/8" = 1'-0"
FOUNDATION PLAN
1B
ID /
CO
NS
TR
UC
TIO
N1
1/3
0/2
0
3A
DD
EN
DU
M-0
04
01
/20/2
1
3D-ISOMETRIC
2
1
3
4
5
6
A B C D
24'-0
"25'-0
"25'-0
"25'-0
"24'-0
"
12" BONDED CONCRETE SLAB
5" BONDED OVERLAY W/
55#/CY STEEL FIBERS +
7" BASE SLAB W/
#5 @ 18" O.C., E.W.
OVER 12" MIN.
COMPACTED GRANULAR FILL
OVER COMPACTED SUB BASE
F.F.E. = 100'-0"
SEE NOTES FOR ADDITIONAL
DETAILS
28'-8" 20'-8" 40'-0"
89'-4"
123'-0
"
5" SLAB-ON-GRADE
REINF. W/ 6X6 W4XW4
W.W.F.
OVER VAPOR RETARDER
OVER COMPACTED BASE
T/SLAB EL. = 100' - 0"
7" SLAB-ON-GRADE
REINF. W/ 6X6 W4XW4
W.W.F.
OVER COMPACTED BASE
T/SLAB EL. = 100' - 0"
(2) #5 CONT. @ PERIMETER
(2)
#5 C
ONT. @
PER
IMETER
(2)
#5 C
ONT. @
ED
GE
(2) #5 CONT. @ PERIMETER
(1) #5 HAIRPIN (2) #5 HAIRPIN
(2)
#6 H
AIR
PIN
(2)
#6 H
AIR
PIN
(2)
#6 H
AIR
PIN
(2)
#6 H
AIR
PIN
18
S2.1
(2) #5 HAIRPIN(1) #5 HAIRPIN
TYP.
(1) #5 HAIRPIN
(2)
#5 C
ONT. @
ED
GE
(1) #5 HAIRPIN
(2)
#5 C
ONT. @
PER
IMETER
(2)
#6 H
AIR
PIN
(2)
#6 H
AIR
PIN
(2)
#6 H
AIR
PIN
(2)
#6 H
AIR
PIN
(2) #5 HAIRPIN
13
S2.1
7" APR
ON S
LAB
-SEE
12/S2.1 F
OR
R/F/ D
ETAIL
S
7" APRON SLAB - SEE
12/S2.1 FOR R/F/ DETAILS
12" APR
ON S
LAB
-SEE
16/S2.1 F
OR
R/F/ D
ETAIL
S
8
S2.1
T/DRAIN = 99' - 11" TYP.
7
S2.1
(2) #5 HAIRPIN
TYP.
4'-0" MIN.
(2)
#5 C
ONT. @
ED
GE
(2) #6 CONT.
(2) #6 CONT.
(2) #6 CONT.
(2) #6 CONT.
(2) #6 CONT. (2) #5 CONT.
FLOOR TRANSITION
BETWEEN 7" & 12" SLABS
3
3
CHK'DDRAWN
TIT
LE
DRAWING NO.
SCALEDATE
REV.PROJECT NO.
124 N
. B
RO
AD
WA
Y,
P.O
. B
OX
5156
DE
PE
RE
, W
ISC
ON
SIN
54115
PH
ON
E:
920-3
36-9
929
FA
X:
920-3
36-2
899
ww
w.p
erf
orm
ain
c.c
om
NO
.D
ES
CR
IPT
ION
DA
TE
BR
OW
N C
OU
NT
Y L
AN
DF
ILL
MA
INT
EN
AN
CE
BU
ILD
ING
1/8" = 1'-0"
1/1
9/2
02
1 8
:46
:40
AM
C:\
Re
vit T
em
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00
70 -
BC
SO
UT
H L
AN
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ILL
MA
INT
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MDL NJG
S1.1
11/30/20
20070
SL
AB
PL
AN
SCALE: 1/8" = 1'-0"
SLAB PLAN
1. SEE DETAILS 1/S2.1 - 4/S2.1 FOR TYPICAL SLAB CONSTRUCTION
DETAILS.
2. CENTER DRAINS IN OPENINGS WHEN SHOWN ADJACENT TO OVERHEAD
DOORS.
3. VERIFY DRAIN LOCATIONS AND ELEVATIONS W/ PLUMBING PRIOR TO
CONSTRUCTION.
SLAB PLAN NOTES
1B
ID /
CO
NS
TR
UC
TIO
N1
1/3
0/2
0
3A
DD
EN
DU
M-0
04
01
/20/2
1
#4 BENT DOWEL AT 12" O.C.
TYP. AT PERIMETER OF
SLAB. DRILL 2" INTO
FLOOR SLAB AND GROUT
W/ EPOXY GROUT
3 1
/2"
EL. = SEE PLAN
T/SLAB
#4 AT 12" O.C. EA. WAY
CENTERED IN SLAB
3/4" CHAMFER (TYP.)
ROUGHEN TO 1/4" AMPLITUDE
- THOROUGHLY CLEAN AND
APPLY EPOXY BONDING
AGENT PRIOR TO POURING
HOUSEKEEPING PAD
12"
6"LAP SPLICE - SEE GENERAL NOTES
CLASS 'B' TENSION
LAP S
PLIC
E -
SEE G
ENER
AL N
OTES
CLASS 'B
' TENSIO
N
CORNER BAR TO BE
SAME SIZE AND SPACING
AS HORIZ. WALL R/F -
WIRE SECURELY TO
HORIZ. BARS
CONT. HORIZ. WALL R/F
W/ STD. 90 DEG. HOOK
AT END
NOTE:
NO VERT. WALL CONST.
JOINT PERMITTED WITHIN
5'-0" OF CORNER
DOUBLE MAT CONDITION SHOWN -
FOLLOW INTENT FOR SINGLE MAT
CONDITIONS, WHERE APPLICABLE
2' - 0" N.T.S.
CONTINUOUS KEYED JOINT
WALL R/F TO BE
CONTINUOUS THRU
JOINT
SINGLE MAT CONDITION SHOWN -
FOLLOW INTENT FOR DOUBLE MAT
CONDITIONS, WHERE APPLICABLE
CONT. HORIZ. WALL R/F
W/ STD. 90 DEG. HOOK
AT END
NOTE:
NO VERT. WALL CONST.
JOINT PERMITTED WITHIN
5'-0" OF INTERSECTION
HORIZ. WALL
R/F
EL. = SEE PLAN
T/SLAB
EL. = SEE PLAN
T/FOOTING
MASONRY WALL -SEE PLAN
FOR SIZE AND SPACING
FOR VERT. R/F IF REQUIRED
SLAB-ON-GRADE
- SEE PLAN
SEE CONCRETE FOOTING
SCHEDULE FOR SIZE AND R/F
PLAN
SEE
7" 5"
1/8" WIDE x 1 1/4"
DEEP SAW CUT
EL. = SEE PLAN
T/SLAB
COMPACTED GRANULAR FILL
VAPOR RETARDER
CONTROL JOINT SPACING:
5" THICK SLAB: 10' TO 12' O.C.
>6" THICK SLAB: 12' TO 15' O.C.
SLAB-ON-GRADE
- SEE PLAN FOR
THICKNESS & REINF.
PROVIDE TOOLED EDGES
EACH SIDE W/ 1/8" RADIUS
EL. = SEE PLAN
T/SLAB
COMPACTED GRANULAR FILL
VAPOR RETARDER
3/4" DIA. x 1'-2" LONG
SMOOTH DOWELS W/
SLEEVE AT 12" O.C. OR
3/8" PLATE DOWEL W/
SLEEVE AT 18" O.C.
SLAB-ON-GRADE
- SEE PLAN FOR
THICKNESS & REINF.
(2) #5 x (SLOPE DIM. + 2(S) EA. END)
IN ADDITION TO THE TYPICAL
FOUNDATION WALL R/F
T = THICKNESS OF FTG.
S = HEIGHT OF STEP
1' - 6" TYP.
1
2
(2' -
0" M
AX.)
'S'
'S'
'T'
(4' - 0" MIN.)
2(S)
FOOTING R/F
WHERE REQ'D ON PLAN
EL. = SEE PLAN
T/FOOTING
EL. = SEE PLAN
T/FOOTING
EL. = SEE PLAN
T/FOOTING3" C
LR.
3"
1' - 6"
1 1/2" CLR.
#3 TIES [PAIRS OF 2]
@ 14" O.C. +
(2) @ 4" O.C., TOP OF
PIER
T/WALL EL. = SEE PLAN
T/PIER EL. = SEE PLAN
(6) #7 VERT.
#5 HAIRPIN -
SLAB MID-DEPTH
WIND COLUMN
AND B.P. BY
OTHERS -
ANCHORS
SHOULD
EXTEND 8"
MIN.
INTO PIER (EL.
= 98'-9" TO
98'-4")
4'-0" MIN.
(4) 3/4" ANCHOR BOLTS,
MIN. - SPEC. BY P.E.M.B. ENGEXTEND (2) EXT. PIER VERT. BARS
3 COORDINATE INSTALLATION OF DOWNSPOUT BOOT WITH DOWNSPOUT AT
THIS LOCATION.
TT
TT
T
F
F
T
TT
CO
NO
²
TT
TT
T
CO
NO
²
NO
²C
O
G
1
1
1
1
1
1
1
1
2
3
7
9
8
1
JB
JB
13
JB
T
24
12
12
12
MB
JB
JB
JB
JB
JB
JB
JB
4
5
A A
11
10
JB
JB
6
12
JB
JB
JB
14
T
12
POWER PLAN GENERAL NOTES:
• ALL MEDIA BACK BOXES FOR DISPLAYS ARE DIAGRAMMATICALLY SHOWN. ACTUAL HEIGHT AND LOCATION SHALL BE COORDINATED WITH THE ARCHITECT AND OTHER DISCIPLINES' CONTRACTORS PRIOR TO ROUGH-IN.
• MC CABLE MAY BE UTILIZED WHERE ALLOWED BY THE NEC.
• ALL WORK SHALL COMPLY WITH NEC AS ADOPTED BY THE STATE AND THE AUTHORITY HAVING JURISDICTION.
• ALL DATA BOXES ARE TO BE DUAL GANG (DEEP) WITH SINGLE GANG RING AND TO HAVE 1" CONDUIT STUBBED TO CEILING FOR EACH LOCATION.
• ALL DATA AND ELECTRICAL BOXES AT 36 INCHES AFF (TO BOTTOM OF BOX) UNLESS NOTED OTHERWISE.
2
1
3
4
5
6
A B C D
MENS
106
JANITORS CLOSET
105
LANDFILL TECH
111
BREAK ROOM
104
L1 13GFI
L1 22GFI
L1 7GFI
REFRIG
LOCKER ROOM
110
SHOWER ROOM
109
OPEN OFFICE
101
STORAGE & SERVICEBAYS
114
MECHANICS SHOP
112
TOILET
107
L1 12GFI
L1 12GFI
SHOWER ROOM
108
L1 12GFI
L1 12GFI
L1 12GFI
OHL1 56,58
OHL1 53,55
OHL1 52,54
OHL1 68,70
OHL1 60,62
OHL1 61,63
OHL1 64,66
OHL1 65,67
LIFT(MOTOR WITH SHOCKWAVE)
L1 44,46
CRANEH2 21,23,25
RTU-1L1 45,47,49
SF-1L1 51
EDH-1L1 21,23
LANDFILL MANAGER
102
1
55
5
5
5
5
5
L1 26
L1 30
CLOSET
103
H1
T-1
L1
H2
L1 11L1 36
L1 36L1 11
L5 1,3WELDERS
T-2
UT
SB
LC
P1
L1 36
L1 11
7
7
5
L1 3
L1 12
L1 35
L1 38L1 39
L1 39
L1 38
L1 35
L1 35
L1 11 L1 11 L1 11
5
LOCKER ROOM
115
4
4
OHL1 57,59
L1 36
12' AFF2D204
2D204
2D204
2D204
2D204
2D2042D
204
2D204
2D204
2D204
12'
54" AFF 54" AFF
clg2D204
12' 12'
2D204
12'
1D204
2D204
1D204
T-3L
5
L5 2,4WELDERS
L5 6,8WELDERS
L5 5,7WELDERS
TOOLBOXL1 19
L1 14 L1 29
L1 28P. CL.
L1 27P. CL.
L1 33TOOLBOX
L1 26
L1 17ALARM PNL
35' -
0"
L1 35
L1 31
L1 31
L1 5clg
L1 20clg
L1 37
L1 37
T-4
L1 32
H2 15,17,19EUH-2
L1 16GFI
EWC-1
L1 37
AIR C. & DRYERH2 18,20,22
H2 12,14,16EUH-1
STORAGE & SERVICEBAYS
113
12
+10
'
+10
'
+10
'
+10
' AFF
13 13
L1 69
L1 69
L1 18
L1 18
L1 18L1 1
L1 1
L1 1
14
CT
CAM
CAM
2D204
2D204
CAM
CAM
CAM
CAM
CAM
15
15
15
15
15
15
1515
15
15
GEN TAPBOX
3
2
1
3
4
5
6
A B C D
STORAGE MEZZANINE/ MECHANICALS
201
CORRIDOR
200TOILET
202
CONFERENCE ROOM
203
IR-1
IR-2
IR-3
IR-4
IR-7
IR-5
IR-6
EF-1H2 9,11,13
EF-2L1 4
2 2
3 1D 1D
1D
DF-1H2 30,32,34
DF-2H2 27,29,31
IR-8
IR-7
EF-3L1 2
L1 6 L1 10
L1 6
L1 10
L1 6
L1 6
L1 10
L1 10
L1 10
L1 15 L1 15
L1 24 L1 24GFI
IT CLOSET
204
6
4
2D204
2D204
2D2042D
204
2D204
2D204
2D204
E3.1
3
L1 25
L1 25GFI
L1 9
L1 25L1 34
L1 9
L1 34
L1 34
EF-4SB 5
L1 50RCP-1
L1 48GWH-1
L1 8WS-1
L5 10PW-1
MAU-1H2 24,26,28
2
B
IT CLOSET
204
8
9
SB 4
SB 4
SB 3 SB 3
SB 1
SB 1
9
clg1D
204
SB 1
SB 2
SB 2
SB 2
18" AFF
42" AFF
66" AFF
RACK11
10
EF-4SB 5
16
CHK'DDRAWN
TIT
LE
DRAWING NO.
SCALEDATE
REV.PROJECT NO.
124 N
. B
RO
AD
WA
Y,
P.O
. B
OX
5156
DE
PE
RE
, W
ISC
ON
SIN
54115
PH
ON
E:
920-3
36-9
929
FA
X:
920-3
36-2
899
ww
w.p
erf
orm
ain
c.c
om
NO
.D
ES
CR
IPT
ION
DA
TE
BR
OW
N C
OU
NT
Y L
AN
DF
ILL
MA
INT
EN
AN
CE
BU
ILD
ING
As indicated
1/2
0/2
02
1 9
:54
:40
AM
C:\
Re
vit T
em
p\2
00
70
- B
C S
ou
th L
an
dfill
Ma
inte
na
nce
BL
DG
_E
lectr
ica
l_2
020
_fo
ll yt.
rvt
3
FTA MM
E3.1
11/30/20
20070
FIR
ST
FL
OO
R
& M
EZ
ZA
NIN
E P
OW
ER
AN
D S
YS
TE
MS
PL
AN
POWER PLAN NOTES
1 VERIFY FINAL EQUIPMENT SPECIFICATIONS PRIOR TO INSTALLATION.FURNISH GFCI BREAKERS TO FEED EQUIPMENT. UNLESS OTHERWISENOTED, MOUNT RAISED RECEPTACLES IN THIS ROOM AT 48" AFF.
2 PROVIDE 1" CONDUIT FOR POWER, 1" CONDUIT FOR DATA AND 1-1/2"CONDUIT FOR AV STUBBED TO CEILING AREA FROM FLOOR BOX
3 INSTALL CHEF PAC 525 BACKBOX BEHIND DISPLAY AND 1-1/2" CONDUITSTUBBED TO CEILING FOR TV LOCATION. VERIFY MOUNTING HEIGHTSWITH A/V CONTRACTOR. COORDINATE FINAL CIRCUITING AND DATAREQUIREMENTS.
4 THE POWER OUTLETS SHALL BE INSTALLED WITHIN 36 INCHES OF THEOUTSIDE EDGE OF THE SINK, AND IT SHALL BE IN THE WALL ADJACENT TOTHE BASIN OR COUNTERTOP.
5 PROVIDE FUSED DISCONNECT CONNECTIONS TO MOTORIZED DOORCONTROLLER. COORDINATE CONTROLLER LOCATION AND BUTTON INFIELD.
6 PROVIDE TWIST LOCK RECEPTACLES ( NEMA L21-30R) 30A, 120/208V3PHASE.
7 ALL RAISED GFI RECEPTACLES SHALL BE MOUNTED AT 6" ABOVECOUNTERTOP (ABOVE SINK) OR 42" AFF.
8 PROVIDE (2) 2” CCONDUIT SLEEVES TO 1ST FLOOR CEILING FOR CABLEROUTING TO IT CLOSET
9 (2) 2” CONDUIT SLEEVES FOR CABLES ROUTING ABOVE CEILING.
10 PROVIDE (2) 2” CCONDUIT SLEEVES TO 1ST FLOOR CEILING FOR CABLEROUTING TO IT CLOSET
11 POWER OUTLETS ARE MOUNTED VERTICALLY NEXT TO THE RACK AT 18”AFF, 42”AFF AND 66” AFF RESPECTIVELY
12 WIRE TO HOLDING TANK CONTROL PANEL. PROVIDE 120V CONNECTIONAT SANITARY HOLDING TANK
13 ALL RECEPTACLES IN THIS AREA SHALL BE MOUNTED AT 3'-0" AFFUNLESS NOTED OTHERWISE.
14 ALL WELDING RECEPTACLES SHALL HAVE A DISCONNECT SWITCH ABOVERECEPTACLES LOCATION. (TYPICAL)
15 OWNER TO PROVIDE MOUNTING HARDWARE FOR SECURITY CAMERA,INSTALLED BY CONTRACTOR
16 PROVIDE 24-STRAND FIBER FROM SCALE HOUSE MDF.
#
SCALE: 1/8" = 1'-0"
FIRST FLOOR POWER AND SYSTEMS
PLANSCALE: 1/8" = 1'-0"
MEZZANINE POWER AND SYSTEMS PLAN
7
1B
ID /
CO
NS
TR
UC
TIO
N1
1/3
0/2
0
3A
DD
EN
DU
M-0
04
01
/20/2
1
SCALE: 1/2" = 1'-0"
ENLARGED POWER
AND SYSTEMS PLAN
(ALL NOTES MAY NOT APPEAR ON THIS SHEET)
•
•
•
•
•
CONC. MASONRY UNIT
GYPSUM BOARD
BATT INSULATION
ROUGH LUMBER
PLYWOOD
PRECAST CONCRETE
ALUMINUM
BRICK
COMPACTED FILL
CONCRETE DRIVES,
APRONS, ETC.
POURED CONCRETE
IN SECTION
RIGID INSULATION
FINISHED WOOD
STEEL
UNDISTURBED SOIL
A
X
ROOM NAME
101
NORTH ARROW
EXISTING COLUMN GRID
CENTERLINE
NEW COLUMN GRID
CENTERLINE
EXISTING ELEVATION
REFERENCE
NEW ELEVATION
REFERENCE
SOIL BORING
ROOM NUMBER
DOOR NUMBER
1
1
1
1
A1.1
REVISION NUMBER
WINDOW TAG
WALL TYPE
DETAIL OR SECTION
NUMBER
SHEET ON WHICH DETAIL
OR SECTION IS DRAWN
SECTION CUT REFERENCE
ELEVATION REFERENCE
SCALE = 1" = 1'-0"
X
AX.X
DETAIL NUMBER
AND SCALE
1
A1.1
ENLARGED PLAN OR
DETAIL REFERENCE
EXISTING TO BE
REMOVED
SYMBOLS
MATERIALS
1
A1.1
1
A1.1
101
PLAN NOTE1
PT-1 FINISH TAG
CHK'DDRAWN
TIT
LE
DRAWING NO.
SCALEDATE
REV.PROJECT NO.
124 N
. B
RO
AD
WA
Y,
P.O
. B
OX
5156
DE
PE
RE
, W
ISC
ON
SIN
54115
PH
ON
E:
920-3
36-9
929
FA
X:
920-3
36-2
899
ww
w.p
erf
orm
ain
c.c
om
NO
.D
ES
CR
IPT
ION
DA
TE
BR
OW
N C
OU
NT
Y L
AN
DF
ILL
SC
AL
E H
OU
SE
1 1/2" = 1'-0"
1/2
0/2
02
1 8
:43
:20
AM
C:\
Re
vit T
em
p\2
00
70
- B
C S
outh
La
ndfill
Sca
le H
ouse
_A
RC
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20
20
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ase
yH
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.rvt
2
CPH PJ
TS1.1
11/30/20
20070
TIT
LE
SH
EE
T,
SH
EE
T I
ND
EX
LOCATION MAP
PROJECT
LOCATION
www.performainc.com
124 N. BROADWAY P.O. BOX 5156 DE PERE, WISCONSIN 54115
920-336-9929 FAX: 920-336-2899
PROJECT TEAM
SHEET INDEX
ARCHITECTURAL
SHEET NO. SHEET NAME
ISSUE/REVISION
NO. NAME DATE
AS1.1 SCALE HOUSE SITE PLAN 1 BID / CONSTRUCTION 11/30/20
A1.1 FLOOR PLANS 2 ADDENDUM-004 01/20/21
A2.1 DOOR SCHEDULE, DOOR TYPES, FRAME TYPES, WALL
TYPES
1 BID / CONSTRUCTION 11/30/20
A3.1 EXTERIOR ELEVATIONS 1 BID / CONSTRUCTION 11/30/20
A4.1 BUILDING SECTIONS 1 BID / CONSTRUCTION 11/30/20
A4.2 WALL SECTIONS 1 BID / CONSTRUCTION 11/30/20
A6.1 EXTERIOR WINDOWS, EXTERIOR DETAILS 1 BID / CONSTRUCTION 11/30/20