Addendum #4 Project #2399 Construction of Multiple …...Addendum #4 Project #2399 Construction of...
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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
Transcript of Addendum #4 Project #2399 Construction of Multiple …...Addendum #4 Project #2399 Construction of...
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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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 $__________________________
Wood Frame Construction/Trusses $__________________________
Carpentry and Millwork $__________________________
HM Doors, Frames, and Hardware $__________________________
Aluminum Storefronts & Glazing $__________________________
Gypsum Board Systems $__________________________
Acoustical Tile Ceilings $__________________________
Flooring (LVT and Vinyl Base) $__________________________
Painting $__________________________
Specialties $__________________________
Plumbing $__________________________
HVAC $__________________________
Electrical $__________________________
SCALE HOUSE SUBTOTAL $__________________________
MasterSpec 3/19 (R 12/19 R1)
ATTACHMENT A -PROPOSED SCHEDULE OF VALUES
Project #20070 - Brown County South Landfill
004373 - 2
January 20, 2021
Maintenance Building Concrete Foundations and Slabs $__________________________
Pre-Engineered Metal Building $__________________________
Masonry and Precast Plank $__________________________
Misc. Steel and Handrails $__________________________
Carpentry and Millwork $__________________________
HM Doors, Frames, and Hardware $__________________________
Section Overhead Doors/and Operators $__________________________
Aluminum Storefronts & Glazing $__________________________
Gypsum Board Systems $__________________________
Acoustical Tile Ceilings $__________________________
Flooring (LVT/ Carpet and Vinyl Base) $__________________________
Ceramic Tile (Walls and Floors) $__________________________
Resinous Floor Coatings $__________________________
Painting $__________________________
Specialties $__________________________
Plumbing $__________________________
Air Systems $__________________________
HVAC $__________________________
Electrical $__________________________
MAINTENANCE BUILDING SUBTOTAL $__________________________
MasterSpec 3/19 (R 12/19 R1)
ATTACHMENT A -PROPOSED SCHEDULE OF VALUES
Project #20070 - Brown County South Landfill
004373 - 3
January 20, 2021
Storage Building Concrete Foundations $__________________________
Pre-Engineered Metal Building $__________________________
Misc. Steel $__________________________
Electrical $__________________________
STORAGE BUILDING SUBTOTAL $__________________________
END OF DOCUMENT 004373
MasterSpec 3/19 (R 12/19 R1)
ATTACHMENT D – BID FORM
Project #20070 - Brown County South Landfill
004113 - 1
January 20, 2021
ATTACHMENT D -BID FORM - STIPULATED SUM (SINGLE-PRIME CONTRACT)
PART 1 - GENERAL
1.1 BID INFORMATION
A. Bidder: ____________________________________________________.
B. Prime Contract: GENERAL CONSTRUCTION
C. Project Name: Brown County South Landfill.
D. Project Location: 1258 County Road IL, Town of Holland.
E. Owner: Brown County Resource Recovery.
F. Brown County Project Number: 2399.
G. Architect: Performa, DePere, WI 54115
H. Architect Project Number: 20070.
1.2 CERTIFICATIONS AND BASE BID
A. Base Bid, Single-Prime (All Trades) Contract: The undersigned Bidder, having
carefully examined the Procurement and Contracting Requirements, Conditions of the
Contract, Drawings, Specifications, and all subsequent Addenda, as prepared by
Performa and Architect's consultants, having attended the mandatory pre-bid meeting,
and being familiar with all conditions and requirements of the Work, hereby agrees to
furnish all material, labor, equipment and services, including all scheduled allowances,
necessary to complete the construction of the above-named project, according to the
requirements of the Procurement and Contracting Documents, for the stipulated sum of:
1. ___________________________________________________________ Dollars
($________________________________).
Alternate #1 – Addressable Fire Alarm System ($__________________________).
Alternate #2 – Concrete Hardener ($__________________________).
END OF DOCUMENT
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
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DRAWING NO.
SCALEDATE
REV.PROJECT NO.
124 N
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WA
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P.O
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OX
5156
DE
PE
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ISC
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SIN
54115
PH
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920-3
36-9
929
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920-3
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BU
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1 1/2" = 1'-0"
1/2
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20070
TIT
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LOCATION MAP
PROJECT
LOCATION
BROWN COUNTY LANDFILL - MAINTENANCE BUILDING
BROWN COUNTY, WI
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 MAINTENANCE BUILDING SITE PLAN 1 BID / CONSTRUCTION 11/30/20
A1.1 MAINTENANCE BUILDING FLOOR PLANS 3 ADDENDUM-004 01/20/21
A1.2 MAINTENANCE BUILDING ROOF PLAN 2 STATE REVIEW
COMMENTS
12/11/20
A2.1 DOOR SCHEDULE 1 BID / CONSTRUCTION 11/30/20
A2.2 DOOR DETAILS 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 2 STATE REVIEW
COMMENTS
12/11/20
A4.3 WALL SECTIONS 2 STATE REVIEW
COMMENTS
12/11/20
A5.1 ENLARGED STAIR PLANS 3 ADDENDUM-004 01/20/21
A6.1 EXTERIOR WINDOWS & DETAILS 1 BID / CONSTRUCTION 11/30/20
A7.1 REFLECTED CEILING PLANS 3 ADDENDUM-004 01/20/21
A8.1 ENLARGED PLANS & INTERIOR ELEVATIONS 3 ADDENDUM-004 01/20/21
A9.1 FIRST FLOOR FINISH PLAN 3 ADDENDUM-004 01/20/21
A9.2 FINISH SCHEDULE 3 ADDENDUM-004 01/20/21
PROJECT MANAGER
MECHANICAL
PLUMBING JULI SIMONET
SAMEER MATTA
PAUL JANSSEN
STRUCTURAL NICK GRAHL
ELECTRICAL FOLLY TEKO-AHATEFOU
PROJECT ARCHITECT PAUL JANSSEN
TITLE SHEET
SHEET NO. SHEET NAME
ISSUE/REVISION
NO. NAME DATE
TS1.1 TITLE SHEET, SHEET INDEX 3 ADDENDUM-004 01/20/21
TS1.2 MOUNTING HEIGHTS AND ACCESSIBILITY REQUIREMENTS 1 BID / CONSTRUCTION 11/30/20
1B
ID /
CO
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TR
UC
TIO
N1
1/3
0/2
0
2S
TA
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RE
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W C
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ME
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S1
2/1
1/2
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3A
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EN
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04
01
/20/2
1
STRUCTURAL
SHEET NO. SHEET NAME
ISSUE/REVISION
NO. NAME DATE
SN1.1 STRUCTURAL GENERAL NOTES 1 BID / CONSTRUCTION 11/30/20
S1.0 FOUNDATION PLAN 3 ADDENDUM-004 01/20/21
S1.1 SLAB PLAN 3 ADDENDUM-004 01/20/21
S1.2 FRAMING PLAN 1 BID / CONSTRUCTION 11/30/20
S1.3 ROOF FRAMING PLAN 1 BID / CONSTRUCTION 11/30/20
S2.1 FOUNDATION SCHEDULES AND DETAILS 3 ADDENDUM-004 01/20/21
HVAC
SHEET NO. SHEET NAME
ISSUE/REVISION
NO. NAME DATE
HN1.1 HVAC ABBREVIATIONS AND SYMBOLS 1 BID / CONSTRUCTION 11/30/20
H1.1 HVAC DUCTWORK FLOOR PLANS 1 BID / CONSTRUCTION 11/30/20
H1.2 HVAC PIPING FLOOR PLANS 1 BID / CONSTRUCTION 11/30/20
H4.1 HVAC ENLARGED & SECTION PLANS 1 BID / CONSTRUCTION 11/30/20
H4.2 HVAC SECTIONS & ELEVATIONS 1 BID / CONSTRUCTION 11/30/20
H5.1 HVAC SCHEDULES 2 STATE REVIEW
COMMENTS
12/11/20
H6.1 HVAC DETAILS 1 BID / CONSTRUCTION 11/30/20
H6.2 HVAC DETAILS 1 BID / CONSTRUCTION 11/30/20
ELECTRICAL
SHEET NO. SHEET NAME
ISSUE/REVISION
NO. NAME DATE
EN1.1 ELECTRICAL ABBREVIATIONS AND SYMBOLS 1 BID / CONSTRUCTION 11/30/20
E1.1 FIRST FLOOR & MEZZANINE LIGHTING PLAN 1 BID / CONSTRUCTION 11/30/20
E2.2 FIRST FLOOR AND MEZZANINE EGRESS LIGHTING PLAN 1 BID / CONSTRUCTION 11/30/20
E3.1 FIRST FLOOR & MEZZANINE POWER AND SYSTEMS PLAN 3 ADDENDUM-004 01/20/21
E5.1 ELECTRICAL SCHEDULES 1 BID / CONSTRUCTION 11/30/20
E5.2 PANEL SCHEDULES 1 BID / CONSTRUCTION 11/30/20
E6.1 ELECTRICAL DETAILS 1 BID / CONSTRUCTION 11/30/20
ES1.1 ELECTRICAL SITE PLAN 1 BID / CONSTRUCTION 11/30/20
PLUMBING
SHEET NO. SHEET NAME
ISSUE/REVISION
NO. NAME DATE
P1.1 FOUNDATION / FIRST FLOOR PLUMBING PLAN 3 ADDENDUM-004 01/20/21
P1.2 MEZZANINE FLOOR PLUMBING 1 BID / CONSTRUCTION 11/30/20
P2.1 SOIL, WASTE, AND VENT ISOMETRICS 1 BID / CONSTRUCTION 11/30/20
P2.2 WATER DISTRIBUTION ISOMETRICS 1 BID / CONSTRUCTION 11/30/20
P2.3 COMPRESSED AIR AND PRESSURE WASHER ISOMETRICS 1 BID / CONSTRUCTION 11/30/20
P3.1 PLUMBING FIXTURE & EQUIPMENT SCHEDULE AND DETAILS 1 BID / CONSTRUCTION 11/30/20
LUBE OIL PIPING - FOR REFERENCE ONLY
SHEET NO. SHEET NAME
ISSUE/REVISION
NO. NAME DATE
LO1.1 LUBE OIL SYSTEMS 1 BID / CONSTRUCTION 11/30/20
LO1.2 LUBE OIL PIPING SYSTEMS ISOMETRIC 1 BID / CONSTRUCTION 11/30/20
LIFE SAFETY
SHEET NO. SHEET NAME
ISSUE/REVISION
NO. NAME DATE
LS1.0 LIFE SAFETY INFORMATION 1 BID / CONSTRUCTION 11/30/20
UP
UP
24
12
12
12
UP
114D
125'-8"
90'-6"
123'-6"
90'-6"
JIB CRANE
VEHICLE BAY 9
3'-3" 8'-0" 6'-1 1/2" 8'-0" 6'-2 3/8" 6'-0" 3'-6 1/8" 6'-0" 8'-10" 3'-4" 6'-0" 22'-0" 3'-3"
9'-3"
8'-0
"9'-6"
3'-4"
1'-2"
3'-4"1
'-8"
12'-0
"5'-0
"20
'-0
"5'-0
"20
'-0
"5'-0
"20
'-0
"2'-5"
2'-5"
20
'-0
"5'-0
"20
'-0
"5'-0
"20
'-0
"5'-0
"20
'-0
"28'-3"
2
A4.2
LANDFILL
TECH
111
MECHANICS
SHOP
112
CORRIDOR
110
LANDFILL
MANAGER
102
OPEN OFFICE
101BREAK ROOM
104
JANITORS
CLOSET
105
STORAGE &
SERVICE
BAYS
113
VEHICLE BAY 1
VEHICLE BAY 2
VEHICLE BAY 3
VEHICLE BAY 4 VEHICLE BAY 5
VEHICLE BAY 6
VEHICLE BAY 7
VEHICLE BAY 8
5
A4.2
1
A4.2
3
A4.2
4
A4.2
6
A4.3
5
A4.3
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A4.3
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A4.3
1
A4.3
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A4.3
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A4.1
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A4.1
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A4.1
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A4.1
SEE SHEET A5.1
SEE SHEET A5.1
6
5
4
3
2
1
A B C D
CLOSET
103
113B
114A
104
113A
102
105
114B
110C 110B
110A
111B
111A
112D
112C
112B
112A
103
113F
113E
113D
113C
114C
114D
114E
114F
114G
STORAGE &
SERVICE
BAYS
114
2
2
1
1
1
3
4
3 3
5
11'-7"
8'-3 5
/8"
9'-0
"5'-11
"7'-3"
9'-11
"6"
17'-11
"8"
24'-10
"8"
8" 20'-0" 8"
26'-4"
67'-1
3/8"
11'-6 5/8" 15'-8"
18'-0
"7'-5 1
/4"
3'-4"
27'-9 7/8" 21'-4" 3'-4" 35'-10 1/8"
SEE SHEET A8.1
SEE SHEET A8.1
A2.1
4
101
24'-3" 3'-4" 35'-4" 3'-4" 24'-3"
7'-1 9/16" 11'-7 1/16" 8'-6"
19'-3 1/2"
9'-11
"6'-4"
18'-6"
7'-0
"21'-10
3/8"
3'-4"
2"
4
8'-0 3/8"
9'-11
"6'-4"
19'-4"
6'-4"
21'-9"
3'-4"
30
'-2"
A8.1 J
2
DS
DS
DS
DS
DS
DS
A8.1
H
BB
B
A A
3
8"
8"
8"
8"
1'-4"
24'-0
"25'-0
"25'-0
"25'-0
"24'-0
"1'-4"
1'-4"
24'-0
"25'-0
"25'-0
"25'-0
"24'-0
"1'-4"
7" 28'-8" 20'-8" 40'-0" 7"
2'-5"
F.E.C F.E.C
F.E.C
1'-6 3
/4"
3
OPEN TO BELOW
14'-8 3
/8"
6"
9'-0
"
67'-3 3
/8"
OPEN TO BELOW
2
A4.2
STORAGE
MEZZANINE /
MECHANICALS
201
CONFERENCE
ROOM
203
CORRIDOR
200
5
A4.2
1
A4.2
3
A4.2
4
A4.2
6
A4.3
5
A4.3
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A4.1
3
A4.1
1
A4.12
A4.1
6
5
4
3
2
1
A B C D
203
201
3
5
5
4
5
5
SEE SHEET A8.1
6'-0" 6" 13'-6"
IT CLOSET
204
204
20234
4
5 4
5
4
4
1
A8.1
G
1
ø 40
'-0"
10'-0" 9'-0 1/8"10'-0"
C C
6'-0" 3'-6 1/8" 6'-0"
6'-0
"28'-0
"
18'-7"
6'-0
"
4
4
4
4'-0
"4'-0
"4'-0
"4'-0
"
6
6
6"
6"
6"
8"
8"
SWING GATE
A5.1 5
F.E.C
FLOOR PLAN GENERAL NOTES
A. ALL GYPSUM BOARD WALLS ARE TO BE WALL TYPE #1
UNLESS NOTED OTHERWISE.
B. INTERIOR WALL DIMENSIONS ARE TO FINISH FACE OF
GYPSUM BOARD UNLESS DETAILED OR NOTED OTHERWISE
C. EXPOSED COLUMNS SHALL BE GROUND AND/OR SANDED
SMOOTH TO REMOVE ALL DRIPS/DEFECTS BEFORE FINISH
COAT
D. GENERAL CONTRACTOR SHALL PROVIDE WOOD
BLOCKING AND BACKING FOR ALL CASEWORK. BACKING
HEIGHTS TO BE SUBMITTED BY CASEWORK SUPPLIER FOR
COORDINATION WITH OTHER TRADES
E. COORDINATE SIZE AND LOCATIONS OF ANY AND ALL
LOUVERS AND WALL OPENINGS WITH MECHANICAL,
ELECTRICAL, AND PLUMBING SUBCONTRACTORS
F. COORDINATE FURRING OF METAL BUILDING MEMBERS IN
FINISHED AREAS WITH FINAL METAL BUILDING DESIGN. ALL
METAL BUILDING COMPONENTS IN THE FRONT HOUSE AREA
TO BE FINISHED WITH MTL STUDS AND GYP BOARD.
G. ALL EXPOSED STEEL FRAMING TO BE FACTORY PRIMED
AND PAINTED. SEE SPECIFICATIONS.
H. GC TO PROVIDE BLOCKING FOR ALL ELECTRICAL PANELS
AND EQUIPMENT
CHK'DDRAWN
TIT
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DRAWING NO.
SCALEDATE
REV.PROJECT NO.
124 N
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WA
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P.O
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5156
DE
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ISC
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54115
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920-3
36-9
929
FA
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920-3
36-2
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SCALE: 1/8" = 1'-0"
FIRST FLOOR PLANSCALE: 1/8" = 1'-0"
MEZZANINE FLOOR PLAN
1B
ID /
CO
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FLOOR PLAN NOTES
1 PLYWOOD BACKER BOARD INSTALLED BY GC ON ALL WALLSIN THIS SPACE 8'-0" AFF. 3/4" FIRE TREATED PLYWOOD
PAINTED WHITE/LIGHT IN COLOR TO BE USED.
2 SP020 STANDARD MODEL VEHICLE LIFT BY OWNER.COORDINATE FINAL LOCATION WITH GC AND OWNER PRIOR
TO INSTALLATION.
3 HANDLING SYSTEMS MODEL 351 THREE TON HOISTJIB CRANEOR EQUAL BY OWNER. SEE STRUCTURAL DRAWINGS FOR
REQUIRED FOOTING SIZING. 360 DEGREES OF MOVEMENT
AND ACCESS TO THE MEZZANINE. COORDINATE WITH
MEZZANICE EQUIPMENT, DUCTWORK AND PIPING
4 REMOVABLE ULINE SAFETY GUARDRAILS (MODEL # H4977)WITH SWING GATES OR EQUAL (MODEL # H-5616). SEE
STRUCTUAL FOR CONNECTION DETAIL TO PRECAST SLAB
B
A5.1
2
B
3'-4"
1'-0" (20) TREADS @ 11" = 18'-4" 1'-0"
OPEN OFFICE
101
A
A5.1
5
B C
4'-6" (20) TREADS @ 11" = 18'-4" 1'-0"
3'-4"
MECHANICS
SHOP
112
FIRST FLOOR100'-0"
MEZZANINE112'-0"
T/O FOUNDATION104'-0"
1'-0"(20) TREADS @ 11" = 18'-4"1'-0"
RETURN HANDRAIL TO
WALL (TYP)
1 1/2" O.D. PIPE HANDRAIL
NOTE: SEE FINISH PLANS FOR
PAINT
(21)
RIS
ER
S @
6 7
/8" = 1
2'-0
"
3'-0
" TYP
A5.1
2
A5.1
1
A5.1
3
SEE STRUCTURAL
DRAWINGS FOR
STRINGER SIZE
FIRST FLOOR100'-0"
MEZZANINE112'-0"
T/O FOUNDATION104'-0"
4'-6"(20) TREADS @ 11" = 18'-4"1'-0"
RETURN HANDRAIL TO
WALL (TYP)
1 1/2" O.D. PIPE HANDRAIL
3'-0
" TYP.
3'-0
" TYP.
6"NOTE: SEE FINISH PLANS FOR
PAINT
SEE STRUCTURAL DRAWINGS FOR
LANDING DETAIL
ALL STEEL STAIR COMPONENTS
BY MANUFACTURER
(21)
RIS
ER
S @
6 7
/8" = 1
2'-0
"
4
A5.1
SEE STRUCTURAL
DRAWINGS FOR
STRINGER SIZE
1/4" THICK BRG. PLATE
WELD 12 GA. STRINGER
TO BRG PLATE
SEE STRUCTURAL
FOR PRECAST EDGE
CONDITION
BASE ANCHOR FOR STRINGER
SHALL BE HIDDEN FROM VIEW
BY LOCATING BETWEEN
STRINGERS
PROVIDE 1/4"
THICK END
PLATE
SEE FINISH SCHEDULE
FOR STAIR FINIHES
CHANNEL SECTION STRINGERS
- SEE FRAMING PLANS FOR
SIZES. PAINT EXPOSED
SURFACES
12 GA. STEEL
TREADS & RISERS
CONCRETE FILL
CARRIER BARS
11" MAX
7" M
AX
SEE FINISH SCHEDULE
FOR STAIR FINISHES
MEZZANINE112'-0"
1 1/2" O.D. STD
PIPE GUARDRAIL
PRECAST SLAB AND
RAILING CONNECTION
-SEE STRUCTURAL DWGS.
3'-6"
1'-9"
1'-9"
1 1/2" O.D. STD
VERTICAL PIPE
*GUARDRAIL TO BE
REMOVABLE
6'-0" TYPICAL ULINE SPACING (H-4977) 6'-0" SWING GATE OPENING
4
A5.1
ULINE MODEL # H-5616 SWING GATE
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
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orm
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c.c
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NO
.D
ES
CR
IPT
ION
DA
TE
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OU
NT
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DF
ILL
MA
INT
EN
AN
CE
BU
ILD
ING
As indicated
1/2
0/2
02
1 7
:55
:55
AM
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Ma
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BLD
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CPH PJ
A5.1
11/30/20
20070
EN
LA
RG
ED
ST
AIR
PL
AN
S
1B
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UC
TIO
N1
1/3
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SCALE: 1/4" = 1'-0"
ENLARGED STAIR PLAN
SCALE: 1/4" = 1'-0"
ENLARGED STAIR PLAN
SCALE: 1/2" = 1'-0"
A5.1
B
OFFICE STAIR
SCALE: 1/2" = 1'-0"
A5.1
A
MEZZANINE STAIR
SCALE: 1 1/2" = 1'-0"
A5.1
3
STRINGER TO LANDING
SCALE: 1 1/2" = 1'-0"
A5.1
2
STRINGER TO SLAB DETAIL
SCALE: 1 1/2" = 1'-0"
A5.1
1
TREAD & RISER DETAIL
SCALE: 1 1/2" = 1'-0"
A5.1
4
GUARDRAIL SECTIONSCALE: 1 1/2" = 1'-0"
A5.1
5
TYPICAL GUARDRAIL
3
3
B C
LOCKER
ROOM
115
ADA SHOWER
ROOM
109
SHOWER
ROOM
108
CORRIDOR
110
WOMENS
107
A8.1A
A8.1 B
B
A
G
F
B
A
G
A
H
A8.1 C
107
108
109
B
H
H
A8.1A
SIM
4'-9 3
/8"
4 7
/8"
3'-0
"3'-0
"4 7
/8"
4'-9 1
/8"
F
J
F
J
K
4
A8.1
3'-0" 4'-5"
4'-6" 6'-4 3/4"
6 7/8"
9'-11
"6'-10
1/8"
1
3
3
1
1
1
K
3'-0" 4'-5"
3
3
1
3'-0
"
ED C
2
C
A8.1 D
ED
C
F
A
MENS
106
106
8'-4 3
/4"
7'-1 1/4" 6 7/8"4'-6 3
/4"
3'-10
"
BH
2
C
A8.1 E
A
B
C
DE F
H
7'-7 3
/8"
5'-7" 6 7/8"
3'-10
"3'-9 3
/8"
1 1/
2"
2'-8 1
/2"
V.I.F
.
2'-0
"2'-6"
1'-8"
2'-10
"
8'-8 7/8"
2'-8"
SS-1
PL-1
PL-1
2'-6" 2'-6" 2'-6" 1'-3"
EP-1
PFT-1
6"
6'-0
"
PT-4
A
C
EQ EQ
2'-10
"
6'-0
"
6"
EP-1
WT-1
PT-4
A
C
F
D
EQ EQ
6"
6'-0
"
EP-1
WT-1
PT-4
AG
WT-1
K
PT-4
1 1/
2"
2'-8 1
/2"
2'-10
"
6'-7"
SS-1
PL-1
WT-1
A
C
6'-6"
EQ EQ
PL-1
SS-14"
1 1/
2"
2'-4 1
/2"
4"
3'-0" 3'-0" 3'-0" 1"
ML-1
TOILET AND BATH ACCESSORIES
A = MIRROR (24"x36")
- BRADLEY MODEL 781-2-2436
B = SOAP DISPENSER
- BRADLEY MODEL 6A00
C = GRAB BAR (36" LONG)
- BRADLEY MODEL 812-2
D = GRAB BAR (42" LONG)
- BRADLEY MODEL 812-2
E = VERTICAL GRAB BAR (18" LONG)
- BRADLEY MODEL 812-2
F = TOILET TISSUE DISPENSER -
- BRADLEY MODEL 5224
G = SHOWER CURTAIN ROD - BOBRICK B-207
H = PAPER TOWEL - BRADLEY MODEL 252
J = ROBE HOOK - BOBRICK B-6727
K = ADA SHOWER SEAT - BOBRICK B-5193
TOILET AND BATH NOTES:
1. PROVIDE TOILET ACCESSORIES AS SHOWN ON THIS SHEET
AND IN SCHEDULE ABOVE OR APPROVED EQUAL
2. ALL BLOCKING REQUIRED FOR SUPPORT OF GRAB BARS AND
TOILET ROOM ACCESSORIES SHALL BE PROVIDED BY
THE GENERAL CONTRACTOR
3'-3"
3'-6"
2'-3"
A B F
2'-10
"
C, D
3'-4"
1'-6"
E H
4'-0
"
G
6'-6"
V.I.F.
SOLID SURFACE
COUNTERTOP W/
BACKSPLASH
HARDWOOD DRAWER
SIDES AN BACK W/
PLYWOOD BOTTOM
PLASTIC LAMINATE
DRAWER AND
DOOR FRONTS
MELAMINE
SHELVES W/ ADJ.
METAL STANDARDS
TOE SPACE
VINYL BASE BY
FLOORING CONTR.
2'-0"
SEE E
LEV
ATIO
N4"
3"
4"
SEE E
LEV
ATIO
N
1'-0"
PLASTIC LAMINATE
CABINET BACKING
MALAMINE SHELVES W/
ADJ. METAL STANDARDS
PLASTIC LAMINATE
DOOR FRONTS
SOLID SURFACE
COUNTERTOP W/
BACKSPLASH
PLASTIC LAMINATE
DOOR FRONTS
TOE SPACE
VINYL BASE BY
FLOORING CONTR.
SEE E
LEV
ATIO
N4"
3"
4"
1'-6"
4'-0
"
J
J
WT-1WT-1
PT-4PT-4
EP-1
6'-0
"6"
MOVEABLE LAMINATED
MAPLE BENCH
BENCH SUPPORT AND
TRIM BY BENCH
SUPPLIER
SEE ROOM FINISH
PLANS FOR
FLOOR FINISH
1 1/
4"
1'-4 1
/4"
9 1/2"
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 7
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AM
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BLD
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CPH PJ
A8.1
11/30/20
20070
EN
LA
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PL
AN
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IN
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R
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EV
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S
1B
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SCALE: 1/4" = 1'-0"
LOCKER ROOM AREA
SCALE: 1/4" = 1'-0"
MENS RESTROOM
SCALE: 1/4" = 1'-0"
MEZZANINE TOILET
EAST ELEVATION
(BREAK ROOM 104)J
EAST ELEVATION
(MENS 106)D
EAST ELEVATION
(WOMENS 107)B
WEST ELEVATION
(SHOWER ROOM 109)A
NORTH ELEVATION
(CONFERENCE ROOM 203)G
EAST ELEVATION
(TOILET 202)E
OPEN OFFICE CASEWORKH
LOCKER ROOM ELEVATIONC
TOILET ACCESSORY ELEVATIONS
SCALE: 1" = 1'-0"
A8.1
1
LOWER UNITSCALE: 1" = 1'-0"
A8.1
3
UPPER CABINETSCALE: 1" = 1'-0"
A8.1
2
LOWER UNIT
NORTH ELEVATION
(SHOWER ROOM 109)F
SCALE: 1" = 1'-0"
A8.1
4
LOCKER ROOM BENCH DETAIL
3
3
3
3
UP
UP
114D
24
12
12
12
114D
FINISH PLAN LEGEND:
FLOORING TRANSITION
FLOORING INSTALLATION DIRECTION
FINISH PLAN NOTES:1. FINISHES TO BE OF THE SAME PRODUCTION RUN.
2. PROVIDE TRANSITION STRIPS AND THRESHOLDS AS REQUIRED. METAL
EDGE STRIP: SCHLUTER SCHIENE. UTILIZE AT LVT TO CARPET FLOORING
TRANSITION AND AT LVT TO PORCELAIN TILE FLOORING TRANSITION AS
NEEDED. ARCHITECT TO APPROVE. PROVIDE APPROPRIATE THICKNESS
SIZE OF SCHLUTER TRANSITION STRIP FROM LVT TO EPOXY FLOORING.
ARCHITECT TO APPROVE.
3. FINISH LOCATIONS AND START/STOP POINTS TO BE REVIEWED WITH
ARCHITECT IN FIELD PRIOR TO INSTALLATION.
4. FLOOR TILE JOINTS SHALL MATCH WALL TILE JOINTS, UNLESS NOTED
OTHERWISE. REVIEW JOINT WIDTH WITH ARCHITECT PRIOR TO
INSTALLATION.
5. COORDINATE ALL FLOOR DRAIN LOCATIONS WITH FLOOR TILE
INSTALLER.
6. METAL EDGE STRIP: SCHLUTER SCHIENE, BRUSHED STAINLESS STEEL,
EXPOSED EDGE MATERIAL. UTILIZE ON ALL TILE WALL BASE AND
EXPOSED WALL TILE VERTICALLY AND HORIZONTALLY.
7. SEE SHEET A8.1 FOR INTERIOR ELEVATIONS.
8. REFERENCE CEILING PLAN FOR CEILING MATERIAL LOCATION.
9. ALL MATERIALS SHALL BE APPLIED IN ACCORDANCE WITH
MANUFACTURER'S SPECIFICATIONS FOR THE PARTICULAR SURFACE.
10. SAMPLES OF ALL FINISHES SHALL BE SUBMITTED TO THE ARCHITECT
FOR APPROVAL PRIOR TO PURCHASING.
11. ALL EXISTING FLOORING/SLAB SHALL BE PROPERLY PREPARED TO
RECEIVE NEW FLOOR FINISH.
12. PAINT ALL WALLS SCHEDULED USING A THREE COAT PAINT SYSTEM.
ONE PRIME COAT AND TWO FINISH COATS.
13. PROVIDE ALL NECESSARY BLOCKING.
14. ALL GYPSUM BOARD WALLS TO BE PROPERLY TAPED (MIN. 3
COATS), SANDED, & PREPARED TO LEVEL 4 FINISH (PER GA-216).
15. EXPOSED ELECTRICAL PANELS TO BE PAINTED SAME COLOR AS WALL
THEY ARE ON.
16. ALL STAIR RAILS AND STRINGERS TO BE PAINTED PT-3.
17. DOUBLE HOLLOW METAL DOORS LEADING TO MECANICS SHOP 112, AND
LADFILL TECH 111 WILL BE PAINTED PT-3
18. ROOMS TO HAVE TYPICAL BELOW FINISH DESIGNATION AS INDICATED
BELOW, UNLESS OTHERWISE NOTED.
WALL FINISH
BASE
FLOOR FINISH
PT-1
B-1
CPT-1
FLOOR FINISH LEGEND:
CPT-1
PFT-1
LVT-1
EP-1
MENS
106
SHOWER
ROOM
108
WOMENS
107
LANDFILL
TECH
111
MECHANICS
SHOP
112
CORRIDOR
110
LANDFILL
MANAGER
102
OPEN OFFICE
101
BREAK ROOM
104
ADA SHOWER
ROOM
109
JANITORS
CLOSET
105
STORAGE &
SERVICE
BAYS
113
CLOSET
103
STORAGE &
SERVICE
BAYS
114
PT-1
B-1
LVT-1
PT-1
B-1
LVT-1 PT-4
EP-1
PT-2
PT-2
PT-4
EP-1
PT-4
EP-1
PT-4
EP-1
PT-4
EP-1
PT-3
SC
WT-1
WT-1
WT-1
PT-4
EP-1
WT-1
SC
WS-1
WS-1
WS-3 WS-3 WS-3 WS-3
PT-3
WT-1
PT-1
SC
PT-1
SC
PT-1
SC
PT-1
PT-1
RB-1
WT-1
STORAGE
MEZZANINE /
MECHANICALS
201
CONFERENCE
ROOM
203
CORRIDOR
200 TOILET
202
PT-1
B-1
CPT-1
PT-1
B-1
LVT-1 PT-4
PTB-1
PFT-1
PT-2
IT CLOSET
204
PT-1
B-1
SC
WT-1
WS-3 WS-3
SC
PT-1
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
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orm
ain
c.c
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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
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1 7
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AM
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BLD
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CPH PJ
A9.1
11/30/20
20070
FIR
ST
FL
OO
R F
INIS
H P
LA
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SCALE: 1/8" = 1'-0"
FIRST FLOOR FINISH PLANSCALE: 1/8" = 1'-0"
MEZZANINE FLOOR PLAN FINISH PLAN
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
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NO
.D
ES
CR
IPT
ION
DA
TE
BR
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N C
OU
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AN
DF
ILL
MA
INT
EN
AN
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BU
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1/2
0/2
02
1 7
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AM
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BLD
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FIN
ISH
SC
HE
DU
LE
FINISH SCHEDULETYPE MARK DESCRIPTION MANUFACTURER PRODUCT COLOR FINISH/ INSTALLATION SIZE COMMENT
CEILING
ACT-1 ACOUSTIC CEILING TILE ARMSTRONG (OR USG EQUAL) ULTIMA 1942 WHITE 9/16" WHITE GRID, BEVELED TEGULAR 2' X 2'
ACT-2 ACOUSTIC CEILING TILE ARMSTRONG (OR USG EQUAL) ULTIMA HEALTH ZONE 1936 WHITE 9/16" WHITE GRID, BEVELED TEGULAR 2' X 2' BATHROOMS
GWB GYPSUM WALL BOARD - - PT-1 - - -
FLOORING
CPT-1 CARPET TILE J&J FLOORING FOUNDRY 1829 CO-OP 2084 INSTALL ASHLAR 24"X24" AS NOTED
EP-1 EPOXY FLOORING WITH 6" EPOXY COVE BASE FLOROCRETE SLX OR EQUAL FLOROCRETE SLX OR EQUAL TBD INSTALL PER MANUFACTURERSRECOMMENDATIONS
- -
LVT-1 LUXURY VINYL TILE MILLIKEN TWIST TWS67-58 INSTALL STRAIGHT STACKED 18"X18" -
PFT-1 PORCELAIN FLOOR AND WALL TILE CERAMIC TILEWORKS DOWNTOWN ECRU INSTALL 1/3 OFFSET 12"X24" BATHROOMS
RB-1 RUBBER STAIR TREADS AND RISERS TARKETT HAMMERED TEXTURE WITH RISER (HNTR) (OREQUAL)
BURNT UMBER 63 - - OPEN OFFICE STAIR TO MEZZ
SC SEALED CONCRETE - - - - - -
MILLWORK
PL-1 PLASTIC LAMINATE FORMICA PLASTIC LAMINATE TAUPE WALNUT 5787-NG (NATURALGRAIN)
- - AS NOTED
SS-1 SOLID SURFACE CORIAN SOLID SURFACE NEUTRAL CONCRETE 4" SOLID SURFACE BACKSPLASH - AS NOTED
MISCELLANEOUS
ML-1 METAL LOCKERS ASI (OR EQUAL) TRADITIONAL SINGLE TIER LOCKERS - 18"W X72"H
CHARCOAL #23 VENTED METAL LOCKERS 18" WIDE LOCKERS INCLUDE 4" ENCLOSED BASE
SS-2 SOLID SURFACE WINDOW SILL CORIAN SOLIDS SURFACE BONE - - SOLID SURFACE AT ALL WINDOW SILLS
WS-1 WINDOW SHADES HUNTER DOUGLAS (OR EQUAL) PHIFER SHEERWEAVE - 2390 (OR EQUAL) OYSTER/PEARL: WHITE (FASCIA &BRACKET)
%OPEN: 5 - AS NOTED
WS-2 WINDOW SHADES HUNTER DOUGLAS (OR EQUAL) PHIFER SHEERWEAVE - 2360 (OR EQUAL) OYSTER/PEARL: WHITE (FASCIA &BRACKET)
%OPEN: 10 - AS NOTED
WS-3 WINDOW SHADES HUNTER DOUGLAS (OR EQUAL) PHIFER SHEERWEAVE - 2410 (OR EQUAL) OYSTER/PEARL: WHITE (FASCIA &BRACKET)
%OPEN: 3 - AS NOTED
WALL
PT-1 PAINT - GENERAL SHERWIN WILLIAMS - REPOSE GREY SW7015 - - -
PT-2 PAINT SHERWIN WILLIAMS - HAMMERED SILVER SW2840 - - -
PT-3 PAINT SHERWIN WILLIAMS - CITYSCAPE SW7067 - - -
PT-4 PAINT SHERWIN WILLIAMS EPOXY PAINT REPOSE GREY SW7015 - - -
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
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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
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orm
ain
c.c
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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
1 8
:46
:40
AM
C:\
Re
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p\2
00
70 -
BC
SO
UT
H L
AN
DF
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MA
INT
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
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c.c
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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
p\2
00
70 -
BC
SO
UT
H L
AN
DF
ILL
MA
INT
EN
AN
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BL
DG
_S
TR
UC
TU
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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
TO TOP OF C.I.P. WALL
2" M
IN.
8"
2"
1'-4"
NOTCH FOR
SLAB
BEARING, EL. =
99'-0" [NOT
REQ. @ SIM.]
@ S
IM.
1'-6"
EL. = SEE PLAN
T/SLAB
8"
EL. = SEE PLAN
T/FOOTING
SEE PLAN FOR
FOUNDATION
WALL R/F
SEE ARCH FOR PERIMETER
INSULATION REQUIREMENTS
SEE FOUNDATION PLAN FOR
FOOTING SIZE AND R/F
SLAB-ON-GRADE
- SEE PLAN
COMPACTED
GRANULAR FILL
PLAN
SEE
UNLESS NOTED ON PLAN
5'-0" TYP.
#4 BENT DOWEL AT 12" O.C.
#5 x 5'-0" LG.
DOWELS AT 12" O.C.
#5 BARS AT
12" O.C. EA. WAY
2'-0"
CHAMPER SLAB EDGE
TO MEET APRON PITCH
1'-3" TO WALL @ SIM.
2' - 0"
T/WALL EL. = 104'-0"
RIGID FRAME COLUMN
AND B.P. BY OTHERS -
ANCHORS SHOULD
EXTEND 8" MIN. INTO
PIER (EL. = 98'-4")
1 1/2" CLR.
(8) #8 VERT.
#3 TIES @ 16" O.C. +
(2) @ 4" O.C., TOP OF
PIER [SETS OF 2]
T/PIER EL. = 99'-0"
#5 HAIRPIN - EA. WAY
AT SLAB MID-DEPTH
4'-0" MIN.
8"
1'-4"
2"
4'-0" MIN.2" CLR
. O
F C
OL.
NOTCH FOR
SLAB
BEARING, EL.
= 99'-0"
FOUNDATION PLAN100' - 0"
D
5"
7"
CLR
.
3"
(2) #5 CONT. @ PER.
#5 HAIRPIN, E.W., TYP.
5" BONDED OVERLAY
- SEE PLAN
7" STRUCTURAL SLAB
- SEE PLAN FOR R/F
L4x4x1/4 ANGLES - CONT.
THROUGH OPENINGS
1/2"x4" HEADED STUDS @
24" O.C., MAX.
1/2" EXPANSION MAT.
SEE PLAN FOR WALL &
FOOTING R/F
6" 4"
1'-5" TO WALL @ SIM.
2' - 0"
T/WALL EL. = SEE PLAN
RIGID FRAME COLUMN
AND B.P. BY OTHERS -
ANCHORS SHOULD
EXTEND 8" MIN. INTO
PIER (EL. = 98'-9")
1 1/2" CLR.
(8) #8 VERT.
#3 TIES @ 16" O.C. +
(2) @ 4" O.C., TOP OF
PIER [SETS OF 2]
T/PIER EL. = SEE PLAN
#5 HAIRPIN - EA. WAY
AT SLAB MID-DEPTH
4'-0" MIN.
8"
1'-6"
4'-0" MIN.2" CLR
. O
F C
OL.
(2) #5 T&B
OF OPENING
(2) #5 DIAGONAL
EACH CORNER
OF OPENING
1'-0" SQ. OPENING
OR LARGER
WALL REINF.
SEE PLAN
EL. = SEE PLAN
T/FOOTING
EL. = SEE PLAN
T/WALL
EL. = SEE PLUMBING
INVERT
SLEEVE AROUND PLUMBING
PROVIDE INSULATION
BETWEEN SLEEVE AND PIPE
"T"
MIN
.
"T"
1"
"D"
1"
1' - 0"SLEEVE DIM.
"D" + 2" 1' - 0"
FTG REINF
SEE PLAN
WHERE REQ'D
TRENCH REINF.
TO MATCH
FTG REINF
WHERE REQ'DEL. = SEE PLUMBING
INVERT
6"Ø SCH. 10 PIPE
FILLED WITH CONCRETE
(MOUNDED AT TOP)
1/2" JOINT FILLER WITH
SEALANT
PAVING OR CONC.
- SEE CIVIL AND
ARCHITECTURAL
DWGS.
4' - 0
"4' - 0
"
AROUND POST6" CLR., TYP.
NOTE:
FOR GUARDPOSTS ABOVE
FOOTINGS PROVIDE BASE
PLATE 1/2x10x10 W/ (4)
5/8"Ø EXP. BOLTS
BOLLARDS ON EXISTING SLAB:
SAW CUT 18" DIA. OR 18" SQ. OPENING
IN SLAB FOR BOLLARD BASE. POUR
CONCRETE FLUSH W/ SLAB. FILL SLAB
JOINT & PIPE JOINT W/ SEALANT
NOTE: ALL EXTERIOR
BOLLARDS TO BE 6"Ø
GALV. STEEL - PAINTED
1' -
0"
'B'
'N'
-
-
'Y'
'Y'
'X' 'X'
ANCHOR BOLT
'AB-1'
LEVELING NUT
SEE GENERAL NOTES
FOR OPTIONS IN STEEL
TYPES FOR ROD
HEX NUT AND
STD. WASHER
'Y'
'X'
BASE PLATE
'B-1'
1" MIN.
8" 1'-10"
1'-1"
8"
F.V.
2'-0"
F.V
.
2'-1"
1'-10
"
T/WALL EL. = SEE PLAN
4'-0" MIN.
T/PIER EL. = SEE PLAN
BOLLARD W/ B.P.
- SEE PLAN
#3 TIES @ 16" O.C. +
(1) WITHIN 4" OF TOP
OF PIER [SETS OF 3]
(12) #8 VERT.
6
A
1'-0
"
10"
MIN.1 1/2"
4'-0" MIN.
INTERIOR SLAB ON GRADE - SEE PLAN
FOR EL.
APRON SLAB - SEE PLAN FOR EL.
T/WALL EL. = 104'-0" TYP.
1/2"x8"x0'-10" GR. 36
PL. W/ (2) 3/4"x6"
HEADED STUDS -
EMBED IN POURED
SLAB FLUSH W/ T.O.S.
O.H. DOOR JAMB T.C. - BY P.E.M.B ENG.
#5 HAIRPIN AT SLAB (OVERLAY) MID DEPTH
6
FIRST FLOOR100'-0"
TYP.
6"
L4x3x1/4, CONT. - VERIFY
COMPATIBILITY W/ SELECTED
METAL WALL PANEL
SEE P
LAN
SEE ARCH. FOR TYP. WALL
CONSTRUCTION
EXPANSION MATERIAL
#5 AT 12" O.C. E.W.
MIN
.
1' -
6"
MIN.
1' - 0"
MIN.
4"
MIN
.
8"
COMPACTED GRANULAR
FILL BELOW SLAB
8"
(1) #5 CONT. BOTTOM
AROUND PERIMETER
#4 DWLS AT 18" O.C. E.W.
DIMENSIONS PER EQUIPMENT MFR.
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
5"
1'-0
"
7"
5"
1" STEEL BAR GRATING
- BY PLUMBING CONTRACTOR
7 1/2" 5"
PLUMB.
SEE 5" 7 1/2"
PLUM
B
SEE
1' -
0"
EL. = SEE PLAN
FIN. FLOOR
FLOOR SLAB
- SEE PLAN
L1 1/2"x1 1/2x1/4
W/ 1/2" DIA. ANCH.
AT 48" O.C.
AT PERIMETER
#3 AT 12" O.C.
EACH WAY
1 1/2"
PLUMB.
SEE 1 1/2"
FOUNDATION PLAN100' - 0"
C
THICKEN SLAB
AT JOINT DETAIL
CONSTRUCTION JOINT
SEE 2/S2.1
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
1 8
:46
:42
AM
C:\
Re
vit T
em
p\2
00
70 -
BC
SO
UT
H L
AN
DF
ILL
MA
INT
EN
AN
CE
BL
DG
_S
TR
UC
TU
RA
L_2
02
0_m
ike
l@pe
rfo
rma
inc.c
om
.rvt
3
MDL NJG
S2.1
11/30/20
20070
FO
UN
DA
TIO
N S
CH
ED
UL
ES
AN
D
DE
TA
ILS
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" = 1'-0"
S2.1
3
HOUSEKEEPING PADSCALE: 1 1/2" = 1'-0"
S2.1
4
WALL CORNER R/FSCALE: 1 1/2" = 1'-0"
S2.1
5
WALL CONSTRUCTION JOINTSCALE: 1 1/2" = 1'-0"
S2.1
6
WALL CORNER R/F
SCALE: 1/2" = 1'-0"
S2.1
10
INTERIOR WALL DETAIL
SCALE: 1 1/2" = 1'-0"
S2.1
1
TYP. SLAB CONTROL JOINTSCALE: 1 1/2" = 1'-0"
S2.1
2TYP. 6" OR THICKER SLAB
CONSTRUCTION JOINT
SCALE: 1/2" = 1'-0"
S2.1
12
TYP. STEP FOOTING
SCALE: 1 1/2" = 1'-0"
S2.1
14
CONCRETE PIER - P1SCALE: 1/2" = 1'-0"
S2.1
13
STOOP AT O.H. DOORSSCALE: 1 1/2" = 1'-0"
S2.1
15
CONCRETE PIER - P2SCALE: 3/4" = 1'-0"
S2.1
18
SLAB DETAILSCALE: 1 1/2" = 1'-0"
S2.1
16
CONCRETE PIER - P3
SCALE: 1/2" = 1'-0"
S2.1
9
PLUMBING SLEEVE
SCALE: 1/2" = 1'-0"
S2.1
19
BOLLARD DETAIL
FOOTING SCHEDULE
TYPE
SIZE
THICKNESS REINFORCING REMARKSWIDTH LENGTH
F-1 3' - 0" 3' - 0" 10" (4) #5, E.W. BOT. DOWEL PIER R/F INTO FOOT.
F-2 7' - 0" 7' - 0" 12" (8) #5, E.W. TOP & BOT. DOWEL PIER R/F INTO FOOT.
F-3 5' - 0" 7' - 0" 12" #5 @ 12" O.C. E.W.,TOP & BOT. DOWEL PIER R/F INTO FOOT.
F-5 10' - 0" 10' - 0" 48" (11) #7, E.W., TOP & BOT. CONFIRM W/ CRANE MAN.
SCALE: 1 1/2" = 1'-0"
S2.1
17
CONCRETE PIER - P4
SCALE: 1 1/2" = 1'-0"
S2.1
20
DOOR JAMB DETAIL
STRUCTURAL WALL SCHEDULE
MARK MATERIAL THICKNESS VERT. R/F HORZ. R/F REMARKS
W-1 C.I.P. CONC. 8" #4 @ 48" O.C. (4) #4 CONT. CENTER R/F IN WALL
W-2 C.I.P. CONC. 8" #5 @ 48" O.C. (8) #4 CONT. PROVIDE #5 VERT. WITHIN 8" OFEND OF WALL SEGMENT
W-3 C.I.P. CONC. 10" #4 @ 48" O.C. (4) #4 CONT. PROVIDE #5 VERT. WITHIN 8" OFEND OF WALL SEGMENT
W-4 C.I.P. CONC. 8" TO 10" #5 @ 48" O.C. (8) #4 CONT. TRANSITION FROM 10" FROSTWALL TO 8" WALL @ 99'-0" TYP.
MW-1 CONC. MAS.UNIT
6" N/A N/A (2) #4 B.B. AT TOP COURSE -GROUT BELOW GRADE
MW-2 CONC. MAS.UNIT
6" #4 @ 56" O.C. #4 @ 48" O.C. HORZ. R/F MUST REMAINCONTINUOUS THROUGH C.J.
MW-3 CONC. MAS.UNIT
8" N/A N/A (2) #4 B.B. AT TOP COURSE -GROUT BELOW GRADE
MW-4 CONC. MAS.UNIT
8" #5 @ 24" O.C. N/A (2) #4 B.B. AT TOP COURSE -GROUT BELOW GRADE
SCALE: 1/2" = 1'-0"
S2.1
8
WALL DETAIL
SCALE: 1/2" = 1'-0"
S2.1
21
TYP. GENERATOR PAD DETAIL
SCALE: 1/2" = 1'-0"
S2.1
11
INTERIOR WALL DETAILSCALE: 3/4" = 1'-0"
S2.1
7
PLUMBING TRENCH
WALL FOOTING SCHEDULE
TYPE WIDTH THICKNESS REINFORCING REMARKS
WF-1 2' - 0" 10" (3) #4 LONG. DOWEL WALL R/F INTO FOOT.
WF-2 3' - 0" 10" (4) #4 LONG. DOWEL WALL R/F INTO FOOT.
SCALE: 3/4" = 1'-0"
S2.1
22
SLAB TRANSITION
3
A. PIPE SIZES NOT INDICATED SHALL BE 3/4"Ø.
PLUMBING GENERAL NOTES:
A B C D
6
5
4
3
2
1
CONTINUED BY
SITE UTILITY
CONTRACTOR
DCW
DCWNS
DCW
S-1
2" UP TO
3" UP TO
MB-1
1 1/2" UP TO
EWC-1
2" UP TO
SH-1
1 1/2" UP TO
L-1
1 1/2" UP TO
L-1
2" UP TO
SH-1
CATCH BASIN
4" UP TO
TD-1
CATCH BASIN
4" UP TO
TD-1
CATCH BASIN
FCO
4" UP TO
SAN
SAN
4" UP TO
TD-1
FD-1
3" UP TO
FD-1
3" UP TO
1 1/2" UP TO
L-1
FD-1
3" UP TO
CATCH BASIN
2 1/2" CW.
UP
3/4" CW.
UP
4" UP TO
TD-1
SAN
SAN
CATCH BASIN
4" UP TO
TD-1
FCO
4" UP TO
3/4" CW.
UP
FCO
4" UP TO
SAN
FCO
4" UP TO
SAN
SAN
FCO
6" UP TO
4" UP TO
WC-1
4" W. UP
1 1/2" UP TO
L-1
1 1/2" V.
UP
FCO
6" UP TO
CONTINUED BY
SITE UTILITY
CONTRACTOR
4"UP TO
WC-1
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
FCO
4" UP TO
SAN
SAN SAN
I.E. = 97' - 10 7/8"
I.E. = 97' - 7 3/8"
I.E. = 97' - 9"
I.E. = 97' - 4 5/8"
FCO
4" UP TO
I.E. = 98' - 8 3/8"
I.E. = 96' - 11 3/4"
I.E. = 96' - 10 1/4"
4"ø
(109 GPM)
CONTINUED BY
SITE UTILITY
CONTRACTOR
4"ø
(109 GPM)
CONTINUED BY
SITE UTILITY
CONTRACTOR
4"ø
(73 GPM)
CONTINUED BY
SITE UTILITY
CONTRACTOR
4"ø
(73 GPM)
CONTINUED BY
SITE UTILITY
CONTRACTOR
4"ø
(73 GPM)
CONTINUED BY
SITE UTILITY
CONTRACTOR
4"ø
(4 GPM)
CONTINUED BY
SITE UTILITY
CONTRACTOR
3" UP TO
FD-1
3" UP TO
FD-1 1 1/2" V.
UP
3" W UPSAN
I.E. = 96' - 5 1/2"
2" V. UP
2" V. UP
1 1/2" V.
UP1 1/2" V.
UP
2" V. UP1 1/2" V.
UP
1 1/2" V.
UP
1 1/2" V.
UP
WC-1
A B C D
6
5
4
3
2
1
CATCH BASIN
CATCH BASIN
MB-1
FD-1
L-1
L-1
FD-1
SH-1
L-1
L-1
SH-1
CATCH BASIN
COMPRESSED
AIR DROP
JANITORS CLOSET
105
BREAK ROOM
104
CORRIDOR
110
OPEN OFFICE
101LANDFILL
MANAGER
102
STORAGE &
SERVICE BAYS
113
LANDFILL TECH
111
MECHANICS SHOP
112
STORAGE &
SERVICE BAYS
114
WC-1
FD-1
TD-1
CATCH BASINFCO
CATCH BASINFCO
TD-1
WH-1
WH-1
WH-1
WH-1
EEW-1
EWC-1
TD-1
TD-1
TD-1
S-1
2
2
WCO4" W DN
3" V. UP
PRESSURE WASHER
CONTROLLER
EEW-1
HB-1
FCO
FCO
HR-1
HR-1
FCO
FCO
FCO
FCO
HR-2 HR-2
HR-2
HR-1HR-1
HR-1
HR-1
HR-1
VB-1
DB-1
DB-1
DB-1
DB-1
DB-1
DB-1
3
3
3
3
3
3
CO
FD-1
FD-1
HB-1
HB-1
WCO
3" UP TO
FD-1
4" W UP
1 1/4" CW UP
1 1/2" V.
UP
1 1/2" W, 1/2" CW, 3/4"
HW & 3/4" HWR UP TO
FLOOR ABOVE
1 1/2" W, 1/2" CW,
3/4" HW & 3/4"
HWR UP TO
FLOOR ABOVE
4" W DN
3" UP TO
SD-1
3" UP TO
FD-2
3" UP TO
SD-1
2" CW, 1 1/4" HW &
3/4" HWR TO TO
FLOOR ABOVE
2" V. UP
2" V. UP
2 1/2" CW UP
TO FLOOR
ABOVE
2 1/2"
CW DN
3/4" CW DN
1" HIGH PRESSURE
HOT WATER PIPING
ALONG WALL TO
FLOOR ABOVE
1" COMPRESSED AIR
PIPING ALONG WALL
TO FLOOR ABOVE
3
COORDINATE WITH CIVIL
PLANS COUNTY PROJECT #
2400 FOR CONTINUATION
OF UTILITY DESIGN
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
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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 1
1:5
7:0
1 A
M
C:\
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p\2
00
70 -
BC
SO
UT
H L
AN
DF
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EN
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BU
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_P
LU
MB
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020
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3
JAS NR
P1.1
11/30/20
20070
FO
UN
DA
TIO
N / F
IRS
T F
LO
OR
PL
UM
BIN
G P
LA
N
SCALE: 1/8" = 1'-0"
FOUNDATION PLUMBING PLANSCALE: 1/8" = 1'-0"
FIRST FLOOR PLUMBING 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
#PLUMBING KEY NOTES
1 WATER PIPING UP TO MEZZANINE ABOVE.
2 DO NOT ROUTE WATER PIPING IN EXTERIOR WALL.
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
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20
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ase
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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
A8.1 INTERIOR ELEVATIONS & DETAILS 2 ADDENDUM-004 01/20/21
A9.1 FIRST FLOOR FINISH PLAN & SCHEDULE 2 ADDENDUM-004 01/20/21
PROJECT MANAGER
MECHANICAL
PLUMBING
STRUCTURAL
ELECTRICAL
PROJECT ARCHITECT
TITLE SHEET
SHEET NO. SHEET NAME
ISSUE/REVISION
NO. NAME DATE
TS1.1 TITLE SHEET, SHEET INDEX 2 ADDENDUM-004 01/20/21
TS1.2 MOUNTING HEIGHTS AND ACCESSIBILITY REQUIREMENTS 1 BID / CONSTRUCTION 11/30/20
BROWN COUNTY LANDFILL - SCALE HOUSE
BROWN COUNTY, WI
1B
ID /
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TR
UC
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JULI SIMONET
SAMEER MATTA
PAUL JANSSEN
NICK GRAHL
FOLLY TEKO-AHATEFOU
PAUL JANSSEN
ELECTRICAL
SHEET NO. SHEET NAME
ISSUE/REVISION
NO. NAME DATE
EN1.1 ELECTRICAL ABBREVIATIONS AND SYMBOLS 1 BID / CONSTRUCTION 11/30/20
E1.1 SCALE HOUSE LIGHTING & POWER PLAN 1 BID / CONSTRUCTION 11/30/20
E5.1 ELECTRICAL SCHEDULES 1 BID / CONSTRUCTION 11/30/20
E6.1 ELECTRICAL DETAILS 1 BID / CONSTRUCTION 11/30/20
ES1.1 ELECTRICAL SITE PLAN 1 BID / CONSTRUCTION 11/30/20
PLUMBING
SHEET NO. SHEET NAME
ISSUE/REVISION
NO. NAME DATE
P1.1 PLUMBING FLOOR PLANS AND ISOMETRICS 1 BID / CONSTRUCTION 11/30/20
P3.1 PLUMBING FIXTURE & EQUIPMENT SCHEDULE AND DETAILS 1 BID / CONSTRUCTION 11/30/20
HVAC
SHEET NO. SHEET NAME
ISSUE/REVISION
NO. NAME DATE
HN1.1 HVAC ABBREVIATIONS AND SYMBOLS 1 BID / CONSTRUCTION 11/30/20
H1.1 FIRST FLOOR MECHANICAL PLAN 1 BID / CONSTRUCTION 11/30/20
H5.1 HVAC SCHEDULES 1 BID / CONSTRUCTION 11/30/20
H6.1 MECHANICAL DETAILS 1 BID / CONSTRUCTION 11/30/20
STRUCTURAL
SHEET NO. SHEET NAME
ISSUE/REVISION
NO. NAME DATE
S1.0 FOUNDATION PLAN 2 ADDENDUM-004 01/20/20
S1.1 FRAMING PLAN 1 BID / CONSTRUCTION 11/30/20
S2.1 FRAMING ELEVATIONS & SCHEDULES 1 BID / CONSTRUCTION 11/30/20
24
12
RAM
P
5'-4" 14'-8" 5'-4"
5'-0"
7'-3 3/4"
7'-10
3/4"
6'-0
3/4"
6'-11
3/4"
34'-8"
25'-4"
12'-11
"21'-4"
8'-10
1/2"
9'-0
"2'-10
"3'-4"
5 1
/2"
2'-10
"4'-6"
2'-10
"
CONTROLS AREA
101
TOILET
102
MECH / STORAGE
103
TECH CLOSET
104
B
A4.1
A
A4.1
C
A4.1
A
A4.2
B
A4.2
F
A4.2
E
A4.2
D
A4.2
101
102
103
104
DS
DS
A6.1
1
A6.1
2
A6.1
3
A6.1
4
A6.1
5
C
A4.2
D
A4.1
1
1
1
1
F
E
B
D
C
A
18'-11 3/4" 6'-4 1/4"
25'-4"
12'-8 1/2"
23'-2 3/4"
11'-2 3
/4"
A8.1
C
A8.1
A
B
A8.1 G
1
F
D
E
1" /
12"
17
A6.1
17
A6.1
2
24'-4"
5'-11
3/4"
2
ACT-1
9'-0"
ACT-1
9'-0"
ACT-1
9'-0"
ACT-1
8'-6"
ACT-1
9'-0"
SOFFIT PANEL 12'-0"
ABOVE GRADE. (SEE WALL
SECTIONS)
REFLECTED CEILING SYMBOLS
= GYPSUM BOARD CEILING OR SOFFIT
= CEILING DIFFUSER
= RETURN/EXHAUST GRILLE
= LINEAR SLOT DIFFUSER
= 2x2 RECESSED LIGHT FIXTURE
= 2x4 RECESSED LIGHT FIXTURE
= STRIP LIGHT
= RECESSED CAN LIGHT
= EXIT LIGHT
= SPEAKER
FLOOR PLAN GENERAL NOTES
A. ALL GYPSUM BOARD WALLS ARE TO BE WALL TYPE #1
UNLESS NOTED OTHERWISE.
B. INTERIOR WALL DIMENSIONS ARE TO FINISH FACE OF
GYPSUM BOARD UNLESS DETAILED OR NOTED OTHERWISE
C. GENERAL CONTRACTOR SHALL PROVIDE WOOD
BLOCKING AND BACKING FOR ALL CASEWORK. BACKING
HEIGHTS TO BE SUBMITTED BY CASEWORK SUPPLIER FOR
COORDINATION WITH OTHER TRADES
D. COORDINATE SIZE AND LOCATIONS OF ANY AND ALL
LOUVERS AND WALL OPENINGS WITH MECHANICAL,
ELECTRICAL, AND PLUMBING SUBCONTRACTORS
1" /
12"
1
RAKE TRIM
RAKE TRIM
RAKE TRIM
RAKE TRIM
GUTTER
GUTTER
PIPE
PENETRATION
ROOF PLAN NOTES
A. COORDINATE ALL OPENINGS FOR MISC. VENTS, PIPING,
AND DUCTWORK WITH MECHANICAL AND ELECTRICAL
CONTRACTORS
ROOF SYSTEMS
STANDING SEAM METAL ROOF
- 5/8" GYP BOARD
- VAPOR BARRIER
- R-30 BATT INSULATION IN ATTIC
- WOOD TRUSS
- 1/2" SHEATHING
- UNDERLAYMENT
- STANDING SEAM METAL ROOF
1
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
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NO
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DA
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N C
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A1.1
11/30/20
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FL
OO
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LA
NS
SCALE:
PLAN NORTH
1/4" = 1'-0"
FIRST FLOOR PLAN
1B
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SCALE:
PLAN NORTH
1/4" = 1'-0"
FIRST FLOOR RCP
SCALE:
PLAN NORTH
1/4" = 1'-0"
ROOF PLAN
FLOOR PLAN NOTES
1 PLYWOOD BACKER BOARD INSTALLED BY GC ON ALL WALLS
IN THIS SPACE 8'-0" AFF. 3/4" FIRE TREATED PLYWOOD
PAINTED WHITE/LIGHT IN COLOR TO BE USED.
2 1 1/2" O.D. STD WALL MOUNTED PIPE HANDRAIL
1 1/
2"
3'-2 1
/2"
3'-4"
5'-0 1/2"4"8'-9 1/4"4"8'-9"
23'-2 3/4"
PL-1 SUPPORTS
2
A8.1
3
A8.1SS-1
B-12'-3 1
/2"
1 1/
2"
5'-4"
2'-3 1
/2"
1 1/
2"
3'-2"
1 1/
2"
1'-7"
1 1/
2"
MICROWAVE BY
OWNER
UNDERCOUNTER
REFRIGERATOR BY OWNER
1" 2'-6" 1"
2'-0"1"6'-6"
2'-5"
PL-1 END PANEL
PL-1 END PANEL
1
A8.1
SS-1
PL-1
SS-1
B-1 B-1
3
A8.1
3
A8.1
2'-1" 3'-2" 3'-10 3/4" 2'-1"
1 1/
2"
3'-2 1
/2"
3'-4"
1 1/
2"
2'-3 1
/2"
2'-5"
SS-1
SS-1
B-1
2
A8.1
PTB-1
G
2
PTB-1
C
PTB-1
A
E
D
F
PTB-1
3'-3"
2'-3"
A B F
2'-10
"
C, D
3'-4"
1'-6"
E G
4'-0
"
NOT USED
TOILET AND BATH ACCESSORIES
A = MIRROR (24"x36")
- BRADLEY MODEL 781-2-2436
B = NOT USED
C = GRAB BAR (36" LONG)
- BRADLEY MODEL 812-2
D = GRAB BAR (42" LONG)
- BRADLEY MODEL 812-2
E = VERTICAL GRAB BAR (18" LONG)
- BRADLEY MODEL 812-2
F = TOILET TISSUE DISPENSER -
- BRADLEY MODEL ???
G = PAPER TOWEL - BRADLEY MODEL 252
TOILET AND BATH NOTES:
1. PROVIDE TOILET ACCESSORIES AS SHOWN ON THIS SHEET
AND IN SCHEDULE ABOVE OR APPROVED EQUAL
2. ALL BLOCKING REQUIRED FOR SUPPORT OF GRAB BARS AND
TOILET ROOM ACCESSORIES SHALL BE PROVIDED BY
THE GENERAL CONTRACTOR
CONCEALED COUNTERTOP
SUPPORTS AS REQUIRED
SS-1 COUNTERTOP & SILL2'-5"
PL-1 END PANEL
PL-1 ADJUSTABLE
SHELVING
PL-1 BACK PANEL
MICROWAVE BY
OWNER
UNDERCOUNTER
REFRIGERATOR BY OWNER
2'-0"
1 1/
2"
1'-7"
1 1/
2"
3'-2"
PL-1 SUPPORT
CONCEALED COUNTERTOP
SUPPORTS AS REQUIRED
SS-1 COUNTERTOP1" 2'-0"
SEE E
LEV
ATIO
NS
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
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ES
CR
IPT
ION
DA
TE
BR
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N C
OU
NT
Y L
AN
DF
ILL
SC
AL
E H
OU
SE
As indicated
1/2
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1 8
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AM
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20070
INT
ER
IOR
EL
EV
AT
ION
S &
DE
TA
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1B
ID /
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NORTH ELEVATION
(CONTROLS AREA 101)C
SOUTH ELEVATION
(CONTROLS AREA 101)A
WEST ELEVATION
(CONTROLS AREA 101)B
EAST ELEVATION
(TOILET 102)G
NORTH ELEVATION
(TOILET 102)F
SOUTH ELEVATION
(TOILET 102)E
WEST ELEVATION
(TOILET 102)D TOILET ACCESSORY ELEVATIONS
SCALE: 1" = 1'-0"
A8.1
2
COUNTERTOP DETAILSCALE: 1" = 1'-0"
A8.1
1
CASEWORK DETAILSCALE: 1" = 1'-0"
A8.1
3
COUNTERTOP DETAIL
24
12
FINISH PLAN LEGEND:
FLOORING TRANSITION
FLOORING INSTALLATION DIRECTION
FINISH PLAN NOTES:1. FINISHES TO BE OF THE SAME PRODUCTION RUN.
2. PROVIDE TRANSITION STRIPS AND THRESHOLDS AS REQUIRED. METAL
EDGE STRIP: SCHLUTER SCHIENE. UTILIZE AT LVT PORCELAIN TILE
FLOORING TRANSITION AS NEEDED. ARCHITECT TO APPROVE.
3. FINISH LOCATIONS AND START/STOP POINTS TO BE REVIEWED WITH
ARCHITECT IN FIELD PRIOR TO INSTALLATION.
4. FLOOR TILE JOINTS SHALL MATCH WALL TILE JOINTS, UNLESS NOTED
OTHERWISE. REVIEW JOINT WIDTH WITH ARCHITECT PRIOR TO
INSTALLATION.
5. COORDINATE ALL FLOOR DRAIN LOCATIONS WITH FLOOR TILE
INSTALLER.
6. METAL EDGE STRIP: SCHLUTER SCHIENE, BRUSHED STAINLESS STEEL,
EXPOSED EDGE MATERIAL. UTILIZE ON ALL TILE WALL BASE AND
EXPOSED WALL TILE VERTICALLY AND HORIZONTALLY.
7. SEE SHEET A8.1 FOR INTERIOR ELEVATIONS.
8. REFERENCE CEILING PLAN FOR CEILING MATERIAL LOCATION.
9. ALL MATERIALS SHALL BE APPLIED IN ACCORDANCE WITH
MANUFACTURER'S SPECIFICATIONS FOR THE PARTICULAR SURFACE.
10. SAMPLES OF ALL FINISHES SHALL BE SUBMITTED TO THE ARCHITECT
FOR APPROVAL PRIOR TO PURCHASING.
11. ALL EXISTING FLOORING/SLAB SHALL BE PROPERLY PREPARED TO
RECEIVE NEW FLOOR FINISH.
12. PAINT ALL WALLS SCHEDULED USING A THREE COAT PAINT SYSTEM.
ONE PRIME COAT AND TWO FINISH COATS.
13. PROVIDE ALL NECESSARY BLOCKING.
14. ALL GYPSUM BOARD WALLS TO BE PROPERLY TAPED (MIN. 3
COATS), SANDED, & PREPARED TO LEVEL 4 FINISH (PER GA-216).
15. EXPOSED ELECTRICAL PANELS TO BE PAINTED SAME COLOR AS WALL
THEY ARE ON.
16. ROOMS TO HAVE TYPICAL BELOW FINISH DESIGNATION AS INDICATED
BELOW, UNLESS OTHERWISE NOTED.
WALL FINISH
BASE
FLOOR FINISH
PT-1
B-1
CPT-1
FLOOR FINISH LEGEND:
LVT-1 PFT-1
CONTROLS AREA
101
TOILET
102
MECH / STORAGE
103
TECH CLOSET
104
PT-1
B-1
SC
PT-1
B-1
LVT-1
PT-4
PTB-1
PFT-1
PT-1
B-1
SC
WS-2 WS-2
WS-1
WS-3
WS-3
WS-3
PT-2
WS-32
WS-1
2
2
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
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NO
.D
ES
CR
IPT
ION
DA
TE
BR
OW
N C
OU
NT
Y L
AN
DF
ILL
SC
AL
E H
OU
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1/4" = 1'-0"
1/2
0/2
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1 8
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A9.1
11/30/20
20070
FIR
ST
FL
OO
R F
INIS
H P
LA
N &
SC
HE
DU
LE
SCALE:
PLAN NORTH
1/4" = 1'-0"
FIRST FLOOR FINISH
PLAN
1B
ID /
CO
NS
TR
UC
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0/2
0
2A
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1
FINISH SCHEDULETYPE MARK DESCRIPTION MANUFACTURER PRODUCT COLOR FINISH/ INSTALLATION SIZE COMMENT
CEILING
ACT-1 ACOUSTIC CEILING TILE ARMSTRONG (OR USG EQUAL) ULTIMA 1942 WHITE 9/16" WHITE GRID, BEVELED TEGULAR 2' X 2'
ACT-2 ACOUSTIC CEILING TILE ARMSTRONG (OR USG EQUAL) ULTIMA HEALTH ZONE 1936 WHITE 9/16" WHITE GRID, BEVELED TEGULAR 2' X 2' BATHROOMS
FLOORING
LVT-1 LUXURY VINYL TILE MILLIKEN TWIST TWS67-58 INSTALL STRAIGHT STACKED 18"X18" -
PFT-1 PORCELAIN FLOOR AND WALL TILE CERAMIC TILEWORKS DOWNTOWN ECRU INSTALL 1/3 OFFSET 12"X24" BATHROOMS
SC SEALED CONCRETE - - - - - -
MILLWORK
PL-1 PLASTIC LAMINATE FORMICA PLASTIC LAMINATE TAUPE WALNUT 5787-NG (NATURAL
GRAIN)
- - AS NOTED
SS-1 SOLID SURFACE CORIAN SOLID SURFACE NEUTRAL CONCRETE - - AS NOTED
MISCELLANEOUS
SS-2 SOLID SURFACE WINDOW SILL CORIAN SOLID SURFACE BONE - - SOLID SURFACE AT ALL WINDOW SILLS
WS-1 WINDOW SHADES HUNTER DOUGLAS (OR EQUAL) PHIFER SHEERWEAVE - 2390 (OR EQUAL) OYSTER/PEARL: WHITE (FASCIA &
BRACKET)
%OPEN: 5 - -
WS-2 WINDOW SHADES HUNTER DOUGLAS (OR EQUAL) PHIFER SHEERWEAVE - 2360 (OR
EQUAL)
OYSTER/PEARL: WHITE (FASCIA &
BRACKET)
%OPEN: 10 - AS NOTED
WS-3 WINDOW SHADES HUNTER DOUGLAS (OR EQUAL) PHIFER SHEERWEAVE - 2410 (OR EQUAL) OYSTER/PEARL: WHITE (FASCIA &
BRACKET)
%OPEN: 3 - -
WALL
PT-1 PAINT - GENERAL SHERWIN WILLIAMS - REPOSE GREY SW7015 - - -
PT-2 PAINT - NEUTRAL ACCENT SHERWIN WILLIAMS - HAMMERED SILVER SW2840 - - -
PT-3 PAINT - ACCENT SHERWIN WILLIAMS - CITYSCAPE SW7067 - - -
PT-4 PAINT - ACCENT SHERWIN WILLIAMS EPOXY PAINT REPOSE GREY SW7015 - - -
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" BATHROOMS
FOUNDATION PLAN NOTES
1. FINISHED FLOOR EL. = 102’-0” (UNLESS NOTED OTHERWISE)
• SEE DETAILS 1/S2.1 & 2/S2.1 FOR SLAB CONSTRUCTION DETAILS
2. TOP OF FOOTING EL. = 96'-0" (UNLESS NOTED OTHERWISE)
3. “T/CONC. = XXX’-X”” INDICATES TOP OF CONCRETE WALL ELEVATION
T/CONC. = 102’-0”, TYPICAL UNLESS NOTED OTHERWISE
4. "WF-X" INDICATES CONTINUOUS WALL FOOTING. SEE FOUNDATION
SCHEDULE ON THIS SHEET FOR SIZE AND REINFORCEMENT.
5. "W-X" = C.I.P. CONCRETE WALL
CONCRETE FOUNDATION WALL REINFORCING:
• (2) #4 CONT. T&B IN STOOP/RAMP WALLS (W-1)
• (2) #5 CONT. T,B,& MID IN WALLS UP TO 16” TH. (W-2 THRU W-4)
BACKFILLED EA. SIDE - SEE DETAIL 5/S1.0
• PROVIDE #5 VERT. BAR(S) + DOWEL(S) AT 48” O.C. FROM FOOTING
TO WALL UNLESS SPECIFICALLY DETAILED OTHERWISE - CENTER (1)
BAR FOR WALLS 8" THICK OR LESS, PROVIDE (2) BARS FOR WALLS
10" OR THICKER
• SEE DETAILS 2/S1.0 THRU 4/S1.0 FOR TYP. WALL CONSTRUCTION
• SEE DETAIL 6/S1.0 FOR R/F AROUND OPENINGS IN FOUNDATION
WALL AND FOOTINGS
6. COORDINATE THE LOCATION OF EMBEDDED/RECESSED ELECTRICAL
BOXES WITH ELECTRICAL OR ARCHITECTURAL DRAWINGS
7. AT ALL SLAB RE-ENTRANT CORNERS, PROVIDE (2) #5 x 5’-0” LONG
DIAGONAL BARS PLACED AT MID-DEPTH OF SLAB
8. COORDINATE EXACT LOCATIONS OF PLUMBING DRAINS W/ PLUMBING
AND ARCHITECTURAL DRAWINGS. COORDINATE EXTENT OF PITCHED
SLABS W/ PLUMBING AND ARCHITECTURAL DRAWINGS
9. PROVIDE BOND BREAKER MATERIAL WHERE SLABS ABUT WALLS,
COLUMNS AND OTHER VERTICAL SURFACES.
10. COLD WEATHER CONCRETING: FOLLOW ACI 306 "COLD WEATHER
CONCRETING" WHEN FREEZING CONDITIONS APPLY OR MEAN DAILY
TEMPERATURE FALLS BELOW 40 DEG. F.
11. HOT WEATHER CONCRETING: FOLLOW ACI 305 "HOT WEATHER
CONCRETING" WHEN MAXIMUM DAILY TEMPERATURE EXCEEDS 85 F, OR
RAPID DRYING CONDITIONS EXIST; EVAPORATION RATE >.15LB/SF/HR
PER FIGURE 2.1.5 OF ACI 305.
12. CONCRETE SHALL BE DISCHARGED AT THE SITE WITHIN 1-1/2 HOURS
AFTER WATER HAS BEEN ADDED TO THE CEMENT AND AGGREGATES.
ADDITION OF WATER TO THE MIX AT THE PROJECT SITE WILL NOT BE
PERMITTED. ALL WATER MUST BE ADDED AT THE BATCH PLANT. SLUMP
MAY BE ADJUSTED ONLY THROUGH THE USE OF ADDITIONAL WATER
REDUCING ADMIXTURE OR HIGH RANGE WATER REDUCING ADMIXTURE.
13. CALCIUM CHLORIDE SHALL NOT BE PERMITTED. NO ADMIXTURES THAT
CONTAIN CALCIUM CHLORIDE WILL BE PERMITTED.
14. CONCRETE MIXES: THE FOLLOWING MAX AND MIN VALUES ARE TO BE
USED AS GUIDELINES FOR PROVIDING CONCRETE THAT MEETS THE
STRENGTH AND FINISH REQUIREMENTS OF THE CONCRETE FOR EACH USE.
EXACT VALUES OF EACH ARE TO BE DETERMINED BY THE SUPPLIER &
COORDINATED WITH THE CONCRETE CONTRACTOR AND GENERAL
CONTRACTOR (OR C.M.) FOR EACH SPECIFIC USE WITH THE GIVEN
CONDITIONS, ADMIXTURES, ETC.
NAME MIN. STRENGTH MAX AGG. SLUMP RNG. MAX W/C
FOOTINGS 3,000 PSI 1 1/2" 3 1/2" TO 6 1/2" 0.57
INT. S.O.G. 3,500 PSI 1 1/2" 2 1/2" TO 4" 0.50
WALLS, PIERS 4,000 PSI 3/4" 3 1/2" TO 5" 0.50
EXT. S.O.G. 3,500 PSI 3/4" 2 1/2" TO 4" 0.45
ALL OTHER 4,000 PSI 3/4" 3 1/2" TO 5" 0.45
TABLE NOTES:A. CONCRETE PERMANENTLY EXPOSED TO FREEZE / THAW CYCLES
SHALL BE AIR ENTRAINED FOR THE DESIGNATED AMOUNT WITH A
TOLERANCE OF PLUS OR MINUS 1-1/2%.
B. WALLS OR PIERS EXPOSED TO VIEW AND FREEZE / THAW ARE TO
HAVE 5% AIR ENTRAINMENT.
C. ALL OTHER CONCRETE USED ON THE PROJECT ONLY REQUIRE AIR
ENTRAINMENT IF IT IS PERMANENTLY EXPOSED TO FREEZE / THAW.
CONDITIONS VARY.
2 3 4
A
B
D
5'-4" 14'-8" 5'-4"
10'-2"
3'-2"
21'-4"
5'-9 3
/4"
5
S1.0
1
C
OUT-TO-OUT
25'-4"
13'-4"
5"
4"
8" TYP.
4" 8" TYP.
21'-4"
W-3
W-3
W-2
W-2
W-4
WF-2
WF-2
WF-2
WF-2
W-3WF-2
4" SLAB-ON-GRADE
REINF. W/ 6X6 W4XW4 W.W.F.
OVER VAPOR RETARDER
OVER COMPACTED BASE
T/SLAB EL. = 102' - 0"
W-1
W-1
T/CONC. = 102' - 0"
T/NOTCH = 101' - 4"
7
S1.0
WF-3
WF-1
T/CONC. = 101' - 4"
T/CONC. = 99' - 4"
1'-1"
1'-0"
W-2
WF-2
1'-4" 8"
12'-8"
C.J. TYP.
-SEE DETAIL (1/S1.0)
4'-4"
1/8" WIDE x 1 1/4"
DEEP SAW CUT
EL. = SEE PLAN
T/SLAB
COMPACTED GRANULAR FILL
VAPOR RETARDER
CONTROL JOINT SPACING:
4"-5" THICK SLAB: 10' TO 12' O.C.
>6" THICK SLAB: 12' TO 15' O.C.
SLAB-ON-GRADE
- SEE PLAN FOR
THICKNESS & REINF.
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
2' - 0" N.T.S.
CONTINUOUS KEYED JOINT
WALL R/F TO BE
CONTINUOUS THRU
JOINT
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
FOUNDATION PLAN102' - 0"
2
8"
1'-1" @ W-3
1'-0"
TYP.
2'-0"
CLR.1 1/2"
#5 VERT. @ 48", E.F. -
TYP. FOR WALLS GREATER
THAN 10" THICK
(6) #5 BARS, HORZ., TYP.
SEE ARCH. FOR TYP.
WALL CONSTRUCTION
MAX
2'-0
"
FOOTING R/F - SEE PLAN
EXPANSION MATERIAL - TYP.
S.O.G. - SEE PLAN
10"
T/FTG.
96' - 0"
(2) #5 T&B
OF OPENING
(2) #5 DIAGONAL
EACH CORNER
OF OPENING
1'-0" SQ. OPENING
OR LARGER
WALL REINF.
SEE PLAN
EL. = SEE PLAN
T/FOOTING
EL. = SEE PLAN
T/WALL
EL. = SEE PLUMBING
INVERT
SLEEVE AROUND PLUMBING
PROVIDE INSULATION
BETWEEN SLEEVE AND PIPE
"T"
MIN
.
"T"
1"
"D"
1"
1' - 0"
SLEEVE DIM."D" + 2" 1' - 0"
FTG REINF
SEE PLAN
WHERE REQ'D
TRENCH REINF.
TO MATCH
FTG REINF
WHERE REQ'DEL. = SEE PLUMBING
INVERT
FOUNDATION PLAN102' - 0"
3 4
8"
(4) #4 BARS, HORZ.
TYP.
#5 @ 48" O.C., MAX.
1'-0" 4" 8"
4"
1'-0" 4"
4"
8"
1'-4"
10"
ADDED 4" NOTCH
FOR RAMP SLAB -
PITCH PER ARCH.
PLANS
2'-6"
#5 @ 48" E.F.
(6) #5 BARS, HORZ.
TYP.
T/FTG.
96' - 0"
2
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
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CR
IPT
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DA
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SC
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As indicated
1/1
9/2
02
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AM
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MDL NJG
S1.0
11/30/20
20070
FO
UN
DA
TIO
N P
LA
N
SCALE:
PLAN NORTH
1/4" = 1'-0"
FOUNDATION PLAN
SCALE: 1 1/2" = 1'-0"
S1.0
1
TYP. SLAB CONTROL JOINTSCALE: 1 1/2" = 1'-0"
S1.0
2
WALL CORNER R/F
SCALE: 1 1/2" = 1'-0"
S1.0
3
WALL CONSTRUCTION JOINTSCALE: 1 1/2" = 1'-0"
S1.0
4
WALL CORNER R/F
1B
ID /
CO
NS
TR
UC
TIO
N1
1/3
0/2
0
2A
DD
EN
DU
M-0
04
01
/20/2
0
SCALE: 3/4" = 1'-0"
S1.0
5
WALL DETAIL
SCALE: 1/2" = 1'-0"
S1.0
6
PLUMBING SLEEVE
FOOTING SCHEDULE
TYPE
SIZE
THICKNESS REINFORCING REMARKSWIDTH LENGTH
WF-1 1' - 4" 10" (3) #4 LONG.
WF-2 2' - 0" 10" (3) #4 LONG.
WF-3 2' - 6" 10" (4) #4 LONG.
SCALE: 1/2" = 1'-0"
S1.0
7
WALL DETAIL
2
2
