MULTI-TENANT BUILDING...civil c1.1 existing conditions c1.2 demolition plan c2.0 site plan c3.0...

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

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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



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

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MIRRORWHEREINDICATED

LA

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ALL

TOILET TISSUEDISPENSER, 15" MIN. &48" MAX. ABOVE THEFLOOR, AND NOT BEHINDGRAB BARS

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BACK WALL CONTROL WALL

18"

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MOPBASIN

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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

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Project Status

PROPOSED BUILDING LOCATION

PRELIMINARY G1.0

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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

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4702 EAST TOWNE BLVD - EAST TOWNE BLVD

4702 EAST TOWNE BLVD - E WASHINGTON

4702 EAST TOWNE BLVD - E WASHINGTON

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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

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Parcel A Contains

C. S. M. 4 6 9 1L O T 3

C. S. M. 4 6 9 1L O T 2

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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

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Z E I E RR O

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C4.1

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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

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0' 4' 8' 16' 32'

NORTH

TRUE

NORTH

PLAN


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

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2

2 2

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2

2

3 33

3

3

3

PRELIMINARY A2.3

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NORTH

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NORTH

PLAN


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

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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"


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"


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"


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

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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

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LOOKING WEST FROM E. WASHINGTON

LOOKING EAST FROM E. WASHINGTON (CORNER OF E. WASHINGTON AND ZEIER RD)

PRELIMINARY A3.3

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LOOKING EAST FROM EAST TOWNE BLVD

LOOKING WEST FROM EAST TOWNE BLVD

MULTI-TENANT BUILDING...civil c1.1 existing conditions c1.2 demolition plan c2.0 site plan c3.0...

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Transcript of MULTI-TENANT BUILDING...civil c1.1 existing conditions c1.2 demolition plan c2.0 site plan c3.0...