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OWNER:
GALWAY COMPANIES, LLC
6430 BRIDGE RD., STE. 230
MADISON, WI 53713
CONTACT:
STEVE DORAN
608-327-4006
ARCHITECT:
SKETCHWORKS ARCHITECTURE, LLC
7780 ELMWOOD AVE., STE 208
MIDDLETON, WI 53562
CONTACT:
BRAD KONING (ARCHITECT)
608-836-7570
STRUCTURAL ENGINEER:
MP2 STRUCTURAL ENGINEERS, LLC
583 D'ONOFRIO DR., STE 201
MADISON, WI 53719
CONTACT:
NAME
PHONE
CIVIL ENGINEER:
PROFESSIONAL ENGINEERING, LLC
818 N. MEADOWBROOK LANE
WAUNAKEE, WI 53597
CONTACT:
ROXANNE JOHNSON, P.E.
608-849-9378
LOCATION: 4702 EAST TOWNE BLVD.MADISON, WI 53704
REGULATING MUNICIPALITIES: CITY OF MADISON DANE COUNTY STATE OF WISCONSIN
BUILDING CODE:CITY OF MADISON ZONING ORDINANCESDANE COUNTY ZONING ORDINANCES WISCONSIN ADMINISTRATIVE CODE
2015 INTERNATIONAL BUILDING CODEACCESSIBILITY ANSI A117.1 - 2013
ZONING DESIGNATION:CC-T COMMERCIAL CORRIDOR - TRANSITIONAL
PROJECT DESCRIPTION:NEW MULTI-TENANT BUILDING, SINGLE STORY
OCCUPANCY TYPE:PRIMARY : B - BUSINESSSECONDARY: A - ASSEMBLY
CONSTRUCTION TYPE:TYPE VB
ALLOWABLE AREA & HEIGHT:HEIGHT (IBC TABLE 504.3) = 60 FEET ABOVE GRADE PLANE# STORIES (IBC TABLE 504.4) = 2 STORIES PLUS ONE STORY FOR SPRINKLERED AREA (IBC TABLE 506.2) = 24,000 SF / FLOOR
BUILDING AREA & HEIGHT:HEIGHT = 26 FEET ABOVE GRADE PLANE# STORIES = 1 STORIESTOTAL AREA = 9,650 SF
NUMBER OF OCCUPANTS: (TABLE 1004.1.2)B OCCUPANCY = TBDA OCCUPANCY = TBDTOTAL AREA = 9,650 SF
PARKING REQUIREMENTS:1 STALLS / 400 SF/ OCCUPANTS 27 STALLS REQUIRED2 ADA STALLS REQUIREDTOTALS STALLS = 68 STANDARD PROVIDED, 4 ADA PROVIDED
TOTAL BIKE PARKING STALLS = 8 PROVIDED
PLUMBING:ALL FIXTURES TO COMPLY WITH ICC A117.1
FIRE CONTROL:FULLY SPRINKLERED BLDG: NFPA-13
SEPARATION:1 HR FIRE BARRIER SEPARATION WALLS (TABLE 508.4)
EXIT TRAVEL DISTANCE: FULLY-SPRINKLERED BLDG:
B = 300 FT MAX TRAVEL (TABLE 1017.2) B = 100 FT COMMON PATH OF TRAVEL (1006.2.1)
EXITS:TWO EXISTS FROM BUILDING REQUIRED, TWO PROVIDED AT EACH TENANT
ACCESSIBILITY:ALL FLOORS SHALL BE ACCESSIBLE IF GREATER THAN 1,500 SFALL EXITS SHALL BE ACCESSIBLEFOLLOW IBC AND ANSI 117
PROJECT DATA
1. DIMENSIONS ARE TO FACE OF STUD OR TO COLUMN CENTERLINE UNLESS NOTED OTHERWISE. VERIFY ALL EXISTING CONDITIONS AND ADJUST WALL DIMENSIONS ACCORDINGLY. CONTACT ARCHITECT WITH ANY DISCREPANCIES.
2. CONTRACTOR SHALL NOTIFY ARCHITECT IMMEDIATELY UPON DISCOVERING ANY DISCREPANCIES OR CONFLICTING INFORMATION IN THESE DOCUMENTS. CONTRACTOR SHALL CAREFULLY REVIEW AND COMPARE ALL DRAWINGS DURING THE BIDDING PERIOD AND BEFORE INSTALLATION OF THEIR WORK. ANY INCONSISTENCIES IN THE DRAWINGS SHALL BE REPORTED PROMPTLY TO THE ARCHITECT AND ENGINEER(S) FOR CLARIFICATION.
3. DO NOT SCALE DRAWINGS. THE DRAWINGS ARE NOT NECESSARILY TO SCALE - USE GIVEN DIMENSIONS. DIMENSIONS TAKE PRECEDENCE OVER SCALE. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD.
4. CONTRACTOR SHALL NOTIFY ARCHITECT AND OWNER IMMEDIATELY UPON DISCOVERING ANY UNANTICIPATED EXISTING SITE CONDITIONS AFFECTING THE EXECUTION OF THESE DOCUMENTS (SUCH AS HAZARDOUS MATERIALS, ETC.).
5. CONTRACTOR SHALL ABIDE BY ALL LOCAL, STATE AND FEDERAL CODES AND REGULATIONS GOVERNING THIS PROJECT.
6. JOB SITE SHALL BE BROOM SWEPT AND CLEAN AT THE END OF EACH DAY. ALL DEBRIS SHALL BE PICKED UP AND DISPOSED OF PROPERLY INTO APPROVED CONTAINER.
7. MAINTAIN DESIGNATED EGRESS ROUTES DURING CONSTRUCTION BY KEEPING CLEAR OF CONSTRUCTION DEBRIS AND CLEARLY MARKING THE PATH OF EGRESS TRAVEL.
8. ALL MECHANICAL (HVAC), ELECTRICAL, AND PLUMBING ("MEP") DESIGN AND CONSTRUCTION TO BE BY A DESIGN-BUILD DELIVERY METHOD AND ARE SUBSEQUENTLY NOT PART OF THESE DOCUMENTS. IT IS THE MEP CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE GENERAL CONTRACTOR AND WITH THESE DRAWINGS THE FINAL DESIGN, RETROFIT AND INSTALLATION OF THESE SYSTEMS. NOTIFY THE ARCHITECT PRIOR TO MAKING ANY REVISIONS TO THE STRUCTURE OR ARCHITECTURAL FEATURES.
9. ELECTRICIAN TO VERIFY NEW LIGHT FIXTURE LAYOUT AND SUBMIT LIGHTING ENERGY CALC'S AS REQUIRED PER CODE. REVIEW PLAN AND LIGHTING FIXTURE SELECTION WITH ARCHITECT.
10. HVAC CONTRACTOR SHALL SUBMIT PROPER DESIGN DRAWINGS AS NEEDED FOR PLAN APPROVAL AND BUILDING PERMITS.
11. ENSURE A CLEAR PATHWAY TO ALL EXISTS IS MAINTAINED AND SUSTAINED.
12. WITHIN THIS DOCUMENT "NORTH, SOUTH, EAST, WEST" ARE REFERRED TO AS PROJECT NORTH AND MAY NOT BE TRUE NORTH
13. ALL EXPOSED WOOD, OR IN CONTACT WITH CONC, OR MASONRY, SHALL BE PRESSURE TREATED
14. VERIFY ALL ROUGH OPENINGS WITH RESPECTIVE MFG
15. PROVIDE SOUND BATT INSULATION AT ALL DEMISING WALLS, SEPARATION WALLS, AND AT BATHROOM, AND MECHANICAL ROOM WALLS
16. PROVIDE MOISTURE RESISTANT GWB AT ALL PLUMBING WALLS
17. PROVIDE GFI OUTLETS NEAR WATER SOURCES AND AS REQUIRED BY CODE
18. VERIFY SELECTED APPLIANCES IN COMMON ROOMS MEET ACCESSIBILITY CODE ANSI A 117.1 2013
19. PROVIDE 2X BLOCKING AT ALL GRAB BAR LOCATIONS PER ANSI A117.1 2009
20. PROVIDE FIRE BLOCKING THROUGHOUT ENTIRE BUILDING PER IBC 717.2
21. SUBMIT ALL MATERIALS, SHOP DRAWINGS, PLAN MODIFICATIONS TO THE ARCHITECT FOR REVIEW AND APPROVAL
GENERAL PROJECT NOTES:
PROJECT CONTACTS:
PROJECT LOCATION
BUILDING LOCATION
PRELIMINARY
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MULTI-TENANT BUILDING4702 EAST TOWNE BLVD.
MADISON, WI 53704
A0.1
CO
VER
SH
EET
MU
LTI-
TEN
AN
T B
UIL
DIN
G
4702 E
AST T
OW
NE B
LVD
.M
AD
ISO
N,
WI
53704
NEW
MU
LTI-
TEN
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UIL
DIN
G
4702 EAST TOWNE BLVD.MADISON, WI
4702 EAST TOWNE BLVD.MADISON, WI
SHEET INDEXSHEET
NUMBER SHEET NAME
REVISIONS
MARK DATE
GENERAL
A0.1 COVER SHEET PC SUBMITTAL 2019/03/06
G1.0 EXISTING SITE PC SUBMITTAL 2019/03/06
G1.1 EXISTING EXTERIOR PHOTOS PC SUBMITTAL 2019/03/06
G1.2 EXISTING EXTERIOR PHOTOS PC SUBMITTAL 2019/03/06
G1.3 EXISTING EXTERIOR PHOTOS PC SUBMITTAL 2019/03/06
G2.1 EXISTING INTERIOR PHOTOS PC SUBMITTAL 2019/03/06
G2.2 EXISTING INTERIOR PHOTOS PC SUBMITTAL 2019/03/06
CIVIL
C1.1 EXISTING CONDITIONS
C1.2 DEMOLITION PLAN
C2.0 SITE PLAN
C3.0 GRADING PLAN
C3.1 EROSION CONTROL PLAN
C4.0 UTILITY PLAN
CIVIL - LANDSCAPE
LS1.1 LANDSCAPE PLAN
CIVIL - SITE LIGHTING
E1 SITE LIGHTING LAYOUT
ARCHITECTURAL
A2.2 FIRST FLOOR PLAN PC SUBMITTAL 2019/03/06
A2.3 ROOF PLAN PC SUBMITTAL 2019/03/06
A2.4 PATIO ENLARGED PLAN PC SUBMITTAL 2019/03/06
A3.1 EXTERIOR ELEVATIONS PC SUBMITTAL 2019/03/06
A3.2 3D RENDERING PC SUBMITTAL 2019/03/06
A3.3 3D RENDERING PC SUBMITTAL 2019/03/06
Project StatusA 2019/03/06 PC SUBMITTAL
4'-6"
33"-
36"
3'-4"
2'-10"
MA
X
3'-6"
MIN
33"-
36"
1'-6"
MIN
3'-0"
MIN
17"-
19"
1'-0"MAX.
3'-4"
1'-8"@
FU
LL-L
EN
GT
H
6'-8"
2'-8"
2'-8" 4'-0"
39"-41"
39"-
41"
4'-0"
48"
MA
X.
42"
MA
X.
18"
36"
3'-0"
44"
15" MAX.
4"
18"
4"
1'-6"
1'-5"
MA
X
2'-8"
6'-10"
2'-10"
TO
C.L
.3'-6"
4'-10"
1'-0"
1'-0"
4'-0"
3'-4"
3'-3"
4'-0"
4'-0"
3'-0"
10"
5'-0"
3'-0"
MA
X.
2'-3"
MIN
.
3'-6"
MA
X.
5'-0"
2'-2"
1'-0"MIN
1'-3"MIN
2'-0"
MIN
7"-9"
4'-6"
MIN
1'-6"
MIN
XXX'-X"
X FLOOR
UP
VCT
CPT
WOOD FRAMED WALL
CONCRETE
BRICK
EARTH
CONCRETE MASONRY UNIT (CMU)
ASPHALT (PLAN)
GRANULAR FILL (SECTION)
OUTSIDE DIAMETER
1 HR
EQUIPMENT NOTES
WINDOW TYPE NOTE
GENERAL KEYNOTE
INTERIOR ELEVATION
FLOOR ELEVATION SYMBOL
REVISION SYMBOL
FLOOR MATERIAL TRANSITION
STAIR / RAMP DIRECTIONAL
PARTITION TYPE TAG
DOOR NUMBER TAG
ROOM TAG
RATING KEYNOTE
NEW COLUMN GRID
EXISTING COLUMN GRID
BUILDING SECTION TAG
DETAIL TAG 1
ROOF HATCH AND LADDER
HANDICAP SYMBOL
FIRE EXTINGUISHER WITH CABINET
FIRE EXTINGUISHER WITHOUT CABINET
EXITING DIRECTIONAL ARROW
EMERGENCY EXIT LIGHTING
NEW DOOR
BREAK LINE
FLOOR HEIGHT TRANSITION
DETAIL #
SHEET #
DETAIL #
SHEET #
DETAIL #
SHEET #
EXISTING CONSTRUCTION
DEMOLITION
NEW CONSTRUCTION
NEW CONSTRUCTION
(PARTIAL HEIGHT WALL)
8' LONG, 2 TUBE FLUORESCENT FIXTURE
2' x 4', 4 TUBE LAY-INFLUORESCENT FIXTURE
EXIT LIGHT
BATTERY PACK EMERGENCY BACK-UP LIGHT
HVAC SUPPLY AIR GRILL
HVAC RETURN AIR GRILL
HVAC EXHAUST GRILL
4' LONG, 2 TUBE FLUORESCENT FIXTURE
2' x 2', 4 TUBE LAY-INFLUORESCENT FIXTURE
EXTERIOR WALL PACK LIGHT FIXTURE
RECESSED CAN LIGHT
WALL SCONCE
PENDANT LIGHT
VANITY FIXTURE
OCCUPANCY SENSOR
QUAD POWER RECEPT. -FLOOR MOUNTED
DUPLEX POWER RECEPT. -WALL MOUNTED, 18" AFF
DATA JACK - WALL MOUNTED, 18" AFF
TELEPHONE JACK - WALL MOUNTED, 18" AFF
QUAD POWER RECEPT. -WALL MOUNTED, 18" AFF
DUPLEX POWER RECEPT. -FLOOR MOUNTED
DATA JACK - FLOOR MOUNTED
TELEPHONE JACK - FLOOR MOUNTED
SWITCH - WALL MOUNTED, 42" AFF
TELE/DATA JACK - WALL MOUNTED, 18" AFF
TELE/DATA JACK - FLOOR MOUNTED
FIRE ALARM PULL - WALL MOUNTED, 42" AFF
POWER DIRECT TO EQUIPMENT OR FURNITURE
(2) DATA JACKS - WALL MOUNTED, 18" AFF
DOUBLE ELECTRIC WATER COOLER
SHOWER STALL
42" HORIZONTAL & 18" VERTICALGRAB BARS
FLOOR MOUNTED WATER CLOSET
36" HORIZONTAL GRAB BAR
TYPICAL TUB
SHOWER GRAB BARS
SINGLE COMPARTMENT SINK
VANITY SINK A
(a) Hinged Door (b) Sliding Door (c) Folding Door
(d) Doorways without Doors
(a) Front Approach, Pull Side (b) Front Approach, Push Side* If both closer and latch are provided
(c) Hinge Approach, Pull Side* 36" If both closer and latch are provided** 48" min if both closer and latchprovided
(d) Hinge Approach, Pull Side (f) Latch Approach, Pull Side* 54" if both closer is provided
(e) Hinge Approach, Push Side* If both closer and latch are provided** 48" min if both closer and latch are provided
(g) Latch Approach, Push Side* 48" min. if closer is provided
(a) Front Approach (b) Side Approach
(a) Pull Side (b) Push Side (c) Push Side, Door Provided with Both Closer Latch
MA
X T
OA
CT
UA
TO
RH
AN
DLE
PA
PE
R T
OW
EL
DIS
PE
NS
ER
W/
TR
AS
H C
ON
TA
INE
R
FLOOR LINE
MIRRORWHEREINDICATED
LA
VA
TO
RY
LIN
E O
FW
ALL
TOILET TISSUEDISPENSER, 15" MIN. &48" MAX. ABOVE THEFLOOR, AND NOT BEHINDGRAB BARS
MIR
RO
R
TO
ILE
T T
ISS
UE
DIS
PE
NS
ER
SA
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AP
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DIS
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RO
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DR
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AC
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ED
SO
AP
DIS
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NS
ER
PA
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R T
OW
EL D
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EN
SE
R
TO
TO
WE
LA
ND
C
ON
TR
OLS
TO
CO
NT
RO
LS
BACK WALL CONTROL WALL
18"
VE
RT
ICA
LG
RA
B B
AR
SH
OW
ER
UN
IT
SH
OW
ER
UN
IT
FO
LD
ING
SH
OW
ER
SE
AT
UR
INA
L
UR
INA
L S
CR
EE
N
TO
ILE
TC
OM
PA
RT
ME
NT S
HO
WE
R A
ND
CO
NT
RO
LS
SH
OW
ER
CU
RT
AIN
RO
D
GR
AB
BA
R
TO
WE
L B
AR
OR
SH
ELF
SO
AP
D
ISP
EN
SE
RW
/FO
OT
PE
TA
L
SU
RF
AC
E
MO
UN
TE
DS
OA
P D
ISP
EN
SE
R
SU
RF
AC
E M
OU
NT
ED
SO
AP
/SH
AM
PO
O
DIS
PE
NS
ER
FAUCET ONOPPOSITEWALL FROMMOP HOLDER
MOPBASIN
FIR
EE
XT
ING
UIS
HE
R CA
BIN
ET
ELE
CT
RIC
WA
TE
RC
OO
LE
R
MO
P
HO
LD
ER
W/ S
HE
LF
NOTES:
1. ACCESSORIES SHALL BE VERIFIED WITH THE OWNER & TENANT FOR SELECTED MODEL/MFR.
2. PROVIDE BLOCKING WITHIN WALLS TO SUPPORT ACCESSORIES @ HEIGHTS INDICATED
THERMALSHIELD @ HOT
WATER ANDDRAINS TYP.,
FREE OFSHARP EDGES
D
C
A
B
HATCH PATTERNS (WALLS):
HATCH PATTERNS(DETAILS):
PLUMBING FIXTURE SYMBOLS:ELECTRICAL FIXTURE SYMBOLS:SYMBOLS KEY: CLEARANCES AT MANUAL DOOR SWINGS:
POWER AND DATA SYMBOLS:
COMMERCIAL FIXTURE MOUNTING HEIGHTS
90°
VANITY SINK B
TV TELEVISION JACK - WALL MOUNTED, 18" AFF
F
M
FEC
FE
CEILING FAN W/ LIGHT
5'-0
" m
in.
3'-0" min.1'-0" min.*
4'-0
" m
in.1'-6" min.
5'-0
" m
in.
4'-6
" m
in. 3'-6" min.
3'-6
" m
in.*
*
1'-0" min.*
1'-10" min.
4'-0"
min
.*
2'-0" min.
2'-0" min.
3'-6"
min
.*
4'-0
" m
in.
3'-6
" m
in.
5'-0
" m
in.
1'-6" min.
8"
min
.
8"
min
.
4'-0
" m
in.
8"
min
.
1'-0" min.
4'-0
" m
in.
2'-8" min. 2'-8" min. 2'-8" min.
3'-0" min.
> 2
'-0
"
1t
1
ROOM NAME
101
XX
MATERIAL NOTES
X
101
0
0
1
A1.0
1
A1.0
A1.0
GENERAL NOTES:
1. THE INFORMATION ON THIS SHEET IS FOR ILLUSTRATIVE PURPOSES AND TO PROVIDE EASE OF ACCESS TO INFORMATION FOR THE GC AND SUB-CONTRACTORS. IT IS THE RESPONSIBILITY OF THE GC AND SUB-CONTRACTORS TO BE KNOWLEDGEABLE OF THE FAIR HOUSING ACT GUIDELINES (FFHAG), THE AMERICANS WITH DISABILITIES ACT GUIDELINES (ADAAG), AND THE AMERICAN NATIONAL STANDARDS INSTITUTE GUIDELINES (ANSI A117.1) TO EXECUTE THEIR WORK IN COMPLIANCE WITH THESE GUIDELINES
8"
WOOD STUD BEARING WALL
P/C PRECAST/PRESTRESSEDSTEEL PLATE DESIGNATIONPOST TENSIONED
REINFORCINGREQUIRED
SCHEDULESIMILARSHEET
SPACE/SPACESSPECIFICATIONSQUARESTEELSTRUCTURAL
THICK
TOP OF LEDGE ELEVATIONTOP OF PIER ELEVATION
TYPICAL
TOP OF WALL ELEVATION
UNLESS NOTED OTHERWISE
VERTICAL
WIDTHWITHWITHOUTWOODWIDE FLANGE DESIGNATIONWORKING POINT
TOP OF
FUT FUTUREFIELD VERIFY
GAUGEGALVANIZEDGENERAL CONTRACTORGRID LINE
HORIZONTALHIGH POINT
HEIGHTHEATING, VENTILATING& AIR CONDITIONING
GL
HP
HTHVAC
HORIZ
GAGALVGC
FV
W/
WFWPWSBW
W/OWD
VERT
W
UNO
DETAILDRAWINGDOWEL
EACHELECTRICAL CONTRACTOREXPANSION JOINTELEVATIONELEVATORENGINEEREQUALEACH WAYEAST-WEST DIRECTIONEXISTINGEXPANSIONEXTERIOR
FOUNDATION
FINISH FLOOR
FOOTINGFLANGEFACE-TO-FACE
EW
FTGFLG
FDN
FFF-F
EXPEXT
EXISTE-W
EC
ELEVENGEQ
EJEL
EA
DTLDWGDWL
SPEC
TYP
TOL
T
TP
TO
STR
THK
SQ
STL
REQD
SIMSHT
SPA
SCHD
P/T
REINF
PL
MANUFACTURER
INSIDE DIAMETERINSULATIONINTERIOR
JOINT
STEEL ANGLE DESIGNATIONLENGTH/LONG
LONG LEG HORIZLONG LEG VERTLOW POINTLAMINATED VENEER LUMBER
MAXIMUMMASONRY BEARING WALL
MINIMUMMETAL
NOT IN CONTRACTNOMINALNOT TO SCALENORTH-SOUTH DIRECTION
ON CENTER
OVER HEADOPPOSITE
PERIMETERPLUMBING CONTRACTOR
PRE-ENGINEERED METAL BUILDING
LIGHT GAGE METAL FRAMING
BLK BLOCK
LLV
BEAMBOTTOMBEARING
CHANNEL DESIGNATIONCAST IN PLACECONSTRUCTION JOINTCENTER LINECONTROL JOINTCLEAR DISTANCECONCRETE MASONRY UNITCOLUMNCONCRETE
CONTINUOUSCONTRACTOR
DEPTH
DIAMETERDIMENSIONDOWN
CONNECTION
BOTH SIDES
CLR
CONTR
DIADIMDN
D
CONC
CONTCONN
CMUCOL
CLCLJ
CCIPCJ
BRGBS
BMBOT
NOM
OH
PEMBPERIMPC
OPP
OC
OD
NTSN-S
NIC
MBW
MINMTL
MANFMAX
LPLVL
ANCHOR BOLT
AGGREGATEALUMINUMALTERNATEARCHITECT/
BUILDING
ARCHITECTURAL
ABOVE FINISH FLOOR
BACK-TO-BACK
ALT
BLDGB-B
ARCH
AGGALUM
AB
AFF
JT
LG
LLHLGMF
L
INT
IDINSUL
OCEW
RB
RTU
SOG
TW
TOCTOFTOW
VBVCT
VIFVR
ACT
CPTCT
DB
FIN
GWBGYP
H
HR
HW
KO
L
MCMEP
ACOUSTICAL CEILING TILE
CARPETCERAMIC TILE
DESIGN BUILD
FINISH (OR) FINNED
GYPSUM WALL BOARDGYPSUM
HEIGHT
HOUR
HARDWOOD
VERIFY IN FIELDVAPOR RETARDER
VINYL BASE (OR) VAPOR BARRIER
VINYL COMPOSITION TILE
TALL
TOP OF CONCRETETOP OF FLOORTOP OF WALL
LENGTH
SLAB ON GRADE
RUBBER BASE
ROOF TOP UNIT
ON CENTER EACH WAY
KNOCK OUT
MECHANICAL CONTRACTORMECHANICAL, ELECTRICAL, PLUMBING
WELDED WIRE FABRICWWF
OUTSIDE DIAMETER
COMMON ABBREVIATIONS:
TREATED LUMBERTL
PRESSURE TREATEDPT
NOTE: ANY ABBREVIATIONS APPEARING IN THESE DOCUMENTS WHICH ARE
NOT LISTED BELOW SHALL BE VERIFIED AND CONFIRMED WITH THE
ARCHITECT PRIOR TO CONSTRUCTION
PRELIMINARY A0.2
SYM
BO
LS &
AB
BR
EV
IATIO
NS
MU
LTI-
TEN
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UIL
DIN
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4702 E
AST T
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NE B
LVD
.M
AD
ISO
N,
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53704
NEW
MU
LTI-
TEN
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UIL
DIN
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Project Status
PROPOSED BUILDING LOCATION
PRELIMINARY G1.0
EXIS
TIN
G S
ITE
MU
LTI-
TEN
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UIL
DIN
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4702 E
AST T
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NE B
LVD
.M
AD
ISO
N,
WI
53704
NEW
MU
LTI-
TEN
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UIL
DIN
G
Project StatusA 2019/03/06 PC SUBMITTAL
PRELIMINARY G1.1
EXIS
TIN
G E
XTER
IOR
PH
OTO
S
MU
LTI-
TEN
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UIL
DIN
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4702 E
AST T
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NE B
LVD
.M
AD
ISO
N,
WI
53704
NEW
MU
LTI-
TEN
AN
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UIL
DIN
G
Project StatusA 2019/03/06 PC SUBMITTAL
4702 EAST TOWNE BLVD - CORNER OF EAST TOWNE BLVD/ ZEIER RD
4702 EAST TOWNE BLVD - CORNER OF EAST TOWNE BLVD/ ZEIER RD 4702 EAST TOWNE BLVD - ZEIER RD
4702 EAST TOWNE BLVD - CORNER OF E WASHINGTON/ ZEIER RD, EXISTING DRIVE THRU
PRELIMINARY G1.2
EXIS
TIN
G E
XTER
IOR
PH
OTO
S
MU
LTI-
TEN
AN
T B
UIL
DIN
G
4702 E
AST T
OW
NE B
LVD
.M
AD
ISO
N,
WI
53704
NEW
MU
LTI-
TEN
AN
T B
UIL
DIN
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Project StatusA 2019/03/06 PC SUBMITTAL
4702 EAST TOWNE BLVD - EAST TOWNE BLVD
4702 EAST TOWNE BLVD - E WASHINGTON
4702 EAST TOWNE BLVD - E WASHINGTON
PRELIMINARY G1.3
EXIS
TIN
G E
XTER
IOR
PH
OTO
S
MU
LTI-
TEN
AN
T B
UIL
DIN
G
4702 E
AST T
OW
NE B
LVD
.M
AD
ISO
N,
WI
53704
NEW
MU
LTI-
TEN
AN
T B
UIL
DIN
G
Project StatusA 2019/03/06 PC SUBMITTAL
4702 EAST TOWNE BLVD - EAST TOWNE MALL MONUMENT SIGN
4702 EAST TOWNE BLVD - WEST ELEVATION 4702 EAST TOWNE BLVD - SOUTH ELEVATION
4702 EAST TOWNE BLVD - EAST ELEVATION
PRELIMINARY G2.1
EXIS
TIN
G I
NTER
IOR
PH
OTO
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Project StatusA 2019/03/06 PC SUBMITTAL
PRELIMINARY G2.2
EXIS
TIN
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PH
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MU
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Parcel A Contains
3
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5
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C. S. M. 4 6 9 1L O T 3
C. S. M. 4 6 9 1L O T 2
T O W
N E
Z E I E R
R O A D B O U L
E V A R
D
E A S
T
U . S . H
. '1
5 1'
120'
100'
22 0'
E A S
T W
A S H I N
G T
O N
A V
(220'
Wide Pu
blic R
ight-o
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)
59,225 S.F.1.36 Acres
(90' W
ide Pu
blic R
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f-way
)
(variable width Public Right-of-way)X:\files\1321 Old National\Dwg\Survey\1321 Survey.dwg | 3/4/2019 5:02:11 PM
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LEGEND
( )
T
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KEY
Parcel A Contains
C. S. M. 4 6 9 1L O T 3
C. S. M. 4 6 9 1L O T 2
T O W
N E
Z E I E R
R O A D B O U L
E V A R
D
E A S
T
U . S . H
. '1
5 1'
100'
22 0'
E A S
T W
A S H I N
G T
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A
(220'
Wide Pu
blic R
ight-o
f-way
)
59,225 S.F.1.36 Acres
(90' W
ide Pu
blic R
ight-o
f-way
)
(variable width Public Right-of-way)
x
x
x
x
x
x
x
x
x
X:\files\1321 Old National\Dwg\Survey\1321 Demolition.dwg | 3/4/2019 5:02:15 PM
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GENERAL NOTES
PLAN KEY DEMOLITION LEGEND
Z E I E RR O
A D
B O U L E V A R DE A S T
U . S . H . '1 5 1'E A S T W A S H I N G T O N A V E N U E
T O W N E
X:\files\1321 Old National\Dwg\Design\1321 Site.dwg | 3/4/2019 5:02:22 PM
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SITE INFORMATION
26 SF
9,660 SF
Z E I E RR O
A D
B O U L E V A R DE A S T T O W N E
X:\files\1321 Old National\Dwg\Design\1321 Grading.dwg | 3/4/2019 5:02:28 PM
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Z E I E RR O
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B O U L E V A R DE A S T T O W N E
X:\files\1321 Old National\Dwg\Design\1321 Erosion.dwg | 3/4/2019 5:02:38 PM
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B O U L E V A R DE A S T T O W N E
X:\files\1321 Old National\Dwg\Design\1321 Utility.dwg | 3/4/2019 5:02:48 PM
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X:\files\1321 Old National\Dwg\Design\1321 Utility.dwg | 3/4/2019 5:02:53 PM
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ST
OR
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EW
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S
CH
ED
UL
E
A. MECHANICAL, ELECTRICAL AND PLUMBING IMPROVEMENTS TO BE DESIGN BUILD UNO. DESIGNED AS REQUIRED BY CURRENT BUILDING CODES. MEP DESIGN BUILD CONTRACTOR(S) RESPONSIBLE FOR ENSURING CODE COMPLIANT CONSTRUCTION OF NEW SYSTEMS IN TENANT SPACES.
B. PROVIDE ACCESSIBLE TOILET ROOM FIXTURES AND ACCESSORIES PER MOUNTING HEIGHTS INDICATED ON SHEET A0.2
C. PROVIDE ADA APPROVED THRESHOLDS AT ALL NEW FLOOR TRANSITIONS AND DOORWAYS
D. EXTERIOR DIMENSIONS ARE FROM GRIDLINE TO GRIDLINE, OR TO EDGE OF FOUNDATION WALL UNO. PLEASE CONTACT ARCHITECT WITH ANY DISCREPANCIES.
E. INTERIOR DIMENSIONS ARE TO FACE OF FRAME OR COLUMN CENTERLINE UNLESS OTHERWISE NOTED. VERIFY ALL EXISTING CONDITIONS AND ADJUST WALL DIMENSIONS ACCORDINGLY. CONTACT ARCHITECT WITH ANY DISCREPANCIES.
F. CONTRACTOR SHALL NOTIFY ARCHITECT, ENGINEER AND OWNER IMMEDIATELY UPON DISCOVERING ANY UNANTICIPATED STRUCTURAL CONDITIONS OR DISCREPANCIES WITH PROPOSED MODIFICATIONS.
G. PROVIDE SOUND INSULATION IN ALL DEMISING WALLS AND INTERIOR WALLS UNO
H. FIRE EXTINGUISHER CABINETS: SIZE AND DISTRIBUTION PER TABLE 906.3(1) IN THE 2015 IBC. CABINETS TO BE PARTIALLY RECESSED AND RATED TO MEET THE ASSOCIATED WALL FIRE RATING
I. GENERAL CONTRACTOR TO SECURE CONSTRUCTION AREA DURING CONSTRUCTION WORK. SEAL ALL DOORS AS REQUIRED. CONSTRUCT AND MAINTAIN A FLOOR TO CEILING DUST BARRIER, TO PROVIDE SEPARATION FOR DUST, DEBRIS AND SOUND
J. GENERAL CONTRACTOR TO COORDINATE CONSTRUCTION SCHEDULE TO MINIMIZE IMPACT ON EXISTING BUILDING OPERATIONS AND PLANNED EVENTS. CONSTRUCTION SPACE MUST BE CLEAN AND AVAILABLE FOR USE PERIODICALLY PER OWNERS REQUEST. VERIFY SCHEDULED EVENTS WITH OWNER PRIOR TO CONSTRUCTION START AND ARRANGE CONSTRUCTION SCHEDULE TO MEET OWNER'S NEEDS. COORDINATE SYSTEMS AND UTILITY SHUT DOWNS WITH OWNER PRIOR TO COMMENCEMENT OF WORK
K. GENERAL CONTRACTOR TO MAINTAIN A PATH THROUGH PORTIONS OF THE CONSTRUCTION AREA FOR ACCESS TO EGRESS ROUTES
L. SUBMIT ALL FINISHES TO THE ARCHITECT FOR APPROVAL
GENERAL PLAN NOTES:
B B
1
1
D D
2
2
5
5A3.1
4
C C
3
3
A3.1
3
A3.1
1
A3.1
2
7
7
4
4
TENANT 2
102
8
8
6
6
0
0
A A
E E
1'-0" 26'-0" 24'-9" 20'-0" 20'-0" 23'-0" 23'-0" 25'-0"
137'-9"
1'-0
"3
5'-0"
35'-0"
1'-0
"
72'-0"
2'-6
"6
'-4
"4
'-0
"3
'-4
"2
'-1
"3
'-4
"3
'-2
"1
2'-10"
4'-5
"6
'-4
"2
2'-8"
1'-0
"
2'-6" 6'-4" 4'-0" 3'-4" 2'-1" 3'-4" 3'-2" 16'-0" 11'-0" 6'-2" 8" 12'-10" 8" 12'-10" 8" 6'-2" 4'-0" 8" 9'-8" 8" 4'-0" 8" 16'-0" 5'-2" 8" 3'-4" 1'-2"
1'-0
"1
'-2
"3
'-4
"8"
49'-4"
8"
9'-8
"8"
3'-4
"1
'-2
"1
'-0
"
1'-0
"3
5'-0"
35'-0"
1'-0
"
72'-0"
1'-0" 4'-10" 0" 9'-8" 4'-5 1/2" 12'-10" 4'-5 1/2" 9'-8" 4'-10" 6'-2" 8" 6'-6" 8" 12'-0" 8" 6'-6" 8" 6'-2" 4'-0" 8" 9'-8" 8" 4'-0" 8" 16'-0" 5'-2" 8" 3'-4"
1'-2"
1'-0" 26'-0" 24'-9" 20'-0" 20'-0" 23'-0" 23'-0"
137'-9"
TENANT 1
101
TENANT 3
103
TENANT 4
104
2'-0
"6"
10'-6"
1'-1
"
1'-1" 29'-0" 1'-1"
2'-0" 4'-0" 3'-0" 4'-0" 3'-0" 4'-0" 3'-0" 4'-0" 2'-0"
14'-9" 14'-9"
8" CMU WITH 4" NOM. MASONRY TO MATCH BUILDING
4" DIAMETER PIPE BOLLARD
MTL. GATE WITH HASP AND LOCK PRIMED AND PAINTED
6" DIAMETER PIPE BOLLARD
A2.2
3
1'-4
"3
'-0
"7
'-3
"
PRECAST CAP
FACE BRICK ON 8" CMU, MATCH BUILDING
6" PIPE AND PIPE COLLARS FOR HINGE W/ GREASE FITTING ON PIVOT COLLARS
22 GAUGE GALV. STEEL DECK WELDED TO FRAME, PAINTED
2" X 2" X 1/4" STEEL FRAME AROUND DOOR, PAINTED
CANE BOLT 24" LONG AT INSIDE FACE OF FLANGE
1/4" X 2" FLAT BAR DIAG. BRACE
6"
4"
5'-2
"4"
8"
7'-0
"
1'-1" 14'-6" 14'-6" 1'-1"
PRELIMINARY A2.2
FIR
ST F
LOO
R P
LAN
MU
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0' 4' 8' 16' 32'
NORTH
TRUE
NORTH
PLAN
Project StatusA 2019/03/06 PC SUBMITTAL
1/8" = 1'-0"1
FIRST FLOOR PLAN
1/4" = 1'-0"2
TRASH ENCLOSURE PLAN1/4" = 1'-0"
3TRASH ENCLOSURE ELEVATION
A. EXTERIOR DIMENSIONS ARE FROM GRIDLINE TO GRIDLINE, OR TO EDGE OF FOUNDATION WALL UNLESS OTHERWISE NOTED. PLEASE CONTACT ARCHITECT WITH ANY DISCREPANCIES.
B. DIMENSIONS ARE TO FACE OF EAVE UNO. VERIFY ALL EXISTING CONDITIONS AND ADJUST WALL DIMENSIONS ACCORDINGLY. CONTACT ARCHITECT WITH ANY DISCREPANCIES.
C. PROVIDE APPROPRIATE INSULATION IN ATTIC AREA, PROVIDE VAPOR BARRIER BELOW INSULATION
D. PROVIDE DRAFTSTOPPING IN ATTIC/ CEILINGS AS REQUIRED
E. INSTALL ICE AND WATER SHIELD AT ALL ROOF EAVES AND VALLEYS. EXTEND FROM EAVE TO 24" MIN INSIDE THE EXTERIOR WALL LINE. INSTALL PER MFG SPECIFICATIONS
GENERAL ROOF PLAN NOTES:
ROOF DRAIN AND OVERFLOW DRAIN
SLOPED INSULATION OVER ROOF SHEATHING ON WOOD ROOF TRUSSES
FRAMED CANOPY BELOW
KEYED PLAN NOTES:
1
2
3
B B
1
1
D D
2
2
5
5A3.1
4
C C
3
3
A3.1
3
A3.1
1
A3.1
2
7
7
4
4
8
8
6
6
0
0
A A
E E
112
2
2
2
2 2
2
2
2
3 33
3
3
3
PRELIMINARY A2.3
RO
OF P
LAN
MU
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0' 4' 8' 16' 32'
NORTH
TRUE
NORTH
PLAN
Project StatusA 2019/03/06 PC SUBMITTAL
1/8" = 1'-0"1
ROOF PLAN
4"
3'-2
"2"
#903 BOTTOM RAIL
#940B BRACKET EMBEDDED W/ #902 COVER FLANGE
3/4" SQUARE PICKETS ON 4-1/2" CENTERS
2-1/2" SQUARE POST
#940 BRACKET
#901 TOP RAIL
3'-8
"
HEAVY DUTY ALUMINUM SERIES 900 RAILINGS AND PICKETS W/ BAKED ON ENAMEL FINISH (COLOR BLACK) BY CAMPBELLSVILLE INDUSTRIES, INC. OR
EQUAL
4"
3'-2
"2"
#903 BOTTOM RAIL
#940B BRACKET EMBEDDED W/ #902 COVER FLANGE
3/4" SQUARE PICKETS ON 4-1/2" CENTERS
2-1/2" SQUARE POST
#901 TOP RAIL
3'-8
"
VERIFY WITH PLAN
B B
1
1
0
0
A A
PATIO: 622 SF
MAX. OCC.: 42 PERSONS
18'-0" 7'-0"
27'-6"
25'-0" 10'-6"
7'-0
"
17'-6"
FINAL FURNITURE LAYOUT TO BE
DETERMINED BY TENANT
9'-0
"
ALUMINUM FENCING, SEE DETAILS
PRELIMINARY A2.4
PA
TIO
EN
LAR
GED
PLA
N
MU
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Project StatusA 2019/03/06 PC SUBMITTAL
NORTH
TRUE
NORTH
PLAN0' 1/4"
0' 1' 2' 4'
1/2" 1"
8'
2"
SCALE: 1/4" = 1'-0"
1" = 1'-0"2
PATIO FENCE DETAIL1" = 1'-0"
3PATIO FENCE ELEVATION
1/4" = 1'-0"1
PATIO ENLARGED PLAN
FIRST FLOOR100'-0"
STOREFRONT109'-6"
FOUNDATIONPLAN96'-0"
1
CLERESTORY113'-4"
PARAPET #1120'-0"
PARAPET #2122'-0"
25 3
PARAPET #3124'-0"
7 48 6
28.060 GENERAL PROVISIONS FOR MIXED-USE COMMERCIAL DISTRICTS - DOOR AND WINDOW OPENING REQUIREMENTS
60% OF LENGTH AT GROUND FLOORREQUIRED: 82'-1"PROVIDED: 83'-2"
40% OF AREA OF GROUND FLOOR STREE FACADEREQUIRED: 765.8 SFPROVIDED: 774.3 SF
50% OF WINDOW SILLS WITHIN 3'-0" OF GRADEPROVIDED: 100%
0
TRUSS BRG114'-0"
12
3
4
5
6
7
8
9 10
11
12
2
3
1
9
6 6
4
9
5
2
3
7
1
3 9
7
5
6 9
3
4
1
2
32
7 2
7
412
9
8
6
7
7
2
5
FIRST FLOOR100'-0"
STOREFRONT109'-6"
FOUNDATIONPLAN96'-0"
B
CLERESTORY113'-4"
D
PARAPET #1120'-0"
PARAPET #2122'-0"
C
PARAPET #3124'-0"
AE
TRUSS BRG114'-0"
1
4
5 7
9
2
3
1
9
6
5
2
3
7
1
24
3
6 4
1
6
3
919
9
1
FIRST FLOOR100'-0"
STOREFRONT109'-6"
FOUNDATIONPLAN96'-0"
B
CLERESTORY113'-4"
D
PARAPET #1120'-0"
PARAPET #2122'-0"
C
PARAPET #3124'-0"
A E
TRUSS BRG114'-0"
7
2
3
9
5
2
6
4
6
99
4
772
7
4
2
2
12
8
8
8
FIRST FLOOR100'-0"
STOREFRONT109'-6"
FOUNDATIONPLAN96'-0"
1
CLERESTORY113'-4"
PARAPET #1120'-0"
PARAPET #2122'-0"
2 53PARAPET #3
124'-0"
74 860
TRUSS BRG114'-0"
1
3
4
5
6
7
8
910
11
12
2
3
1
9
66
4
9
5
2
3
7
1
39
7
5
634
1
2
3 7
2
7
4 12
9
8
2
2
7
5 4
9
2
3
4
3
3
9
6
8
PRELIMINARY A3.1
EXTER
IOR
ELE
VA
TIO
NS
MU
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Project StatusA 2019/03/06 PC SUBMITTAL
EXTERIOR MATERIAL LIST
# DESCRIPTION MANUFACTURER TYPE/STYLE COLOR COMMENTS
1 LIGHT BRICK BELDEN BRICK COMPANY MAYO CLEAR A (TAN)
2 DARK BRICK SIOUX CITY BRICK BLACK HILLS VELOUR (DKBROWN)
3 PRECAST CONCRETE SILL
4 FIBER CEMENT BOARD PANEL NICHIHA ARCHITECTURAL BLOCK MOCHA
5 BREAK METAL TRIM ANODIZED BRONZE
6 WOOD-LOOK PANEL NICHIHA VINTAGE WOOD CEDAR
7 ALUMINUM STOREFRONT CLEAR ANODIZED
8 FRAMED CANOPY ANODIZED BRONZE
9 PREFINISHED METAL COPING ANODIZED BRONZE
10 EIFS SIGNAGE BAND DRYVIT VAN DYKE
11 EIFS SIGNAGE TRIM DRYVIT SPECTRUM BROWN
12 TENANT SIGNAGE
1/8" = 1'-0"1
NORTH BUILDING ELEVATION
1/8" = 1'-0"2
EAST BUILDING ELEVATION1/8" = 1'-0"
3WEST BUILDING ELEVATION
1/8" = 1'-0"4
SOUTH BUILDING ELEVATION
PRELIMINARY A3.2
3D
REN
DER
ING
MU
LTI-
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DIN
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470
2 E
AST T
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LV
D.
MA
DIS
ON
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37
04
NEW
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DIN
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Project StatusA 2019/03/06 PC SUBMITTAL
LOOKING WEST FROM E. WASHINGTON
LOOKING EAST FROM E. WASHINGTON (CORNER OF E. WASHINGTON AND ZEIER RD)
PRELIMINARY A3.3
3D
REN
DER
ING
MU
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DIN
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470
2 E
AST T
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NE B
LVD
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N,
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04
NEW
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Project StatusA 2019/03/06 PC SUBMITTAL
LOOKING EAST FROM EAST TOWNE BLVD
LOOKING WEST FROM EAST TOWNE BLVD