Iops by Jon Hagar

MATERIALS INDICATION

LEGEND - SYMBOLS

ABBREVIATIONS LIST

HATCH INDICATIONS SHOWN AS GUIDE ONLY; HATCHING SCALES MAY NEED TO BE MODIFIED DEPENDING UPON SCALE USED

REFER TO THE MATERIAL LEGEND FOR ABBREVIATIONS RELATED TO FINISHES NOT HERE LISTED

EARTH

EXISTING PARTITION

STEEL

INTERIOR ELEVATION MARK

ACT ADJ ADJC AFF ALT ALUM ARCH AVG

ACOUSTIC CEILING TILE ADJUSTABLE ADJACENT ABOVE FINISHED FLOOR ALTERNATE ALUMINUM ARCHITECTURAL AVERAGE

BD BL BLDG BLKG BOD BR BTWN

BOARD BLINDS BUILDING BLOCKING BOTTOM OF DECK BRICK BETWEEN

C CAB CB CC CG CJ CL CLNG CMU COL CONC CONST CONT CP CRT CS CSJ CST CT

CARPET CABINET CATCH BASIN CONCRETE, COLORED CORNER GUARD CONTROL JOINT CENTERLINE CEILING CONCRETE MASONRY UNIT COLUMN CONCRETE CONSTRUCTION CONTINUOUS COMMUNICATIONS PANEL CATHODE RAY TUBE CONSTRUCTION JOINT CONCRETE, SEALED CONCRETE, STAINED CERAMIC TILE

DEMO DIA DIM DN DR DS DTL DWG

DEMOLITION DIAMETER DIMENSION DOWN DOOR DOWNSPOUT DETAIL DRAWING

EA EJ ELECT ELEV EP EQ EQUIP EWC EXT EXTG

EACH EXPANSION JOINT ELECTRICAL ELEVATION ELECTRICAL PANEL EQUAL EQUIPMENT ELECTRIC WATER COOLER EXTERIOR EXISTING

FAB FCU FD FDN FEC FF FG FHC FIN FLR FLG FLT FPG FR FRP FSK FT FTG FTWD FWP

FABRICATED FAN COIL UNIT FLOOR DRAIN FOUNDATION FIRE EXTINGUISHER CABINET FINISH FLOOR FINISH GRADE FIRE HOSE CABINET FINISH FLOOR FLASHING FLOOR TILE FIREPROOFING FIRE RATING FIBERGLASS REINFORCED PANEL FLOOR SINK FEET FOOTING FIRE TREATED WOOD FABRIC WRAPPED PANEL

G GA GL GR GT GWB

GRANITE GAUGE GLASS GRADE GROUT GYPSUM WALLBOARD

HC HD HDBD HDW HDWD HM HOR HR HT HWH

HOLLOW CORE HEAD HARDBOARD HARDWARE HARDWOOD HOLLOW METAL HORIZONTAL HANDRAIL HEIGHT HOT WATER HEATER

IF INSUL

INSIDE FACE INSULATION

JOINT

YY.Y

X = ELEVATION NUMBER Y = SHEET NUMBER

DEMOLISHED PARTITION NON-CONTINUOUS WOOD BLOCKING

CONCRETE

EXTERIOR ELEVATION MARK

NEW PARTITION CONTINUOUS WOOD BLOCKING

YY.Y

X = ELEVATION NUMBER Y = SHEET NUMBER

ASPHALT EXISTING DOOR

WOOD (FINISHED)

SAND DEMOLISHED DOOR

SECTION MARK X YY.Y

X = SECTION NUMBER Y = SHEET NUMBER NEW DOOR W/ DOOR NUMBER

PRECAST

XXX

COMPACTED GRAN. FILL

PARTITION TYPE BATT INSULATION

XXX ROOM NAME & NUMBER GYPSUM WALL BOARD (SMALL SCALE)

BRICK

DETAIL MARK X YY.Y

RIGID INSULATION

X = DETAIL NUMBER Y = SHEET NUMBER

PLYWOOD

WINDOW NUMBER

REVISION NUMBER

NORTH ARROW

GYPSUM WALL BOARD (LARGE SCALE)

NEW COLUMN LINE ALUMINUM

KEYED NOTE

EXT'G COLUMN LINE

CENTER LINE MARK

ELEVATION DATUM

CONTROL POINT

T.O. X'-X" A.F.F.

INDEX TO DRAWINGS CIVIL C-1 C-2 C-3 C-4 C-5 C-6 C-7 C-8 C-9 C-10

COVER PLAT GENERAL NOTES AND DETAILS DETAILS EXISTING CONDITIONS EROSION AND SEDIMENTATION CONTROL DEMOLITION PLAN EXISTING DRAINAGE AREA PROPOSED DRAINAGE AREA SITE, GRADING, DRAINAGE AND UTILITY PLAN

ELECTRICAL 1 1 1 1 17 7

17 8

17 1 2

1 1

E0.1 SYMBOLS LEGEND, ABBREVIATIONS AND DRAWING LIST E0.2 ELECTRICAL SITE PLAN E0.3 ELECTRICAL ONE-LINE DIAGRAM ED1.1 ELECTRICAL FIRST FLOOR DEMO PLAN E1.1 ELECTRICAL FIRST FLOOR LIGHTING PLAN E2.1 ELECTRICAL FIRST FLOOR POWER PLAN E3.1 ELECTRICAL FIRST FLOOR SYSTEMS PLAN E4.1 ELECTRICAL FIRST FLOOR EQUIPMENT PLAN E5.1 ELECTRICAL PANEL SCHEDULES E5.2 ELECTRICAL PANEL SCHEDULES E6.1 ELECTRICAL DETAILS

ARCHITECTURAL

24 1 7

3 7

23 18 17 9

22 18 15 7

23 17 7

17 7

15 10 7

10 6

25 23 17 16 7

21 18 17 15 12 7

25 24 15 7

26 7 23 21 19 18 17 15 7

23 22 15 6

23 21 19 17 15 7

21 18 17 7

17 1 6 23 18 17 11 23 11 11 12 12 23 14 14 23 23

A0.1 A0.2 A0.3 A1.1 A1.2 A1.3 A2.1 A3.1 A3.2 A4.1 A4.2 A5.1 A6.1 A7.1 A8.1 A9.1 A9.2 A9.3 A11.1 A12.1 A12.2 A12.3 A13.1 AD08 AD18 AD19 AD20 AD24 AD27 AD28 AD29 AD36 AD37

CODE SHEET UL LISTINGS ACCESSIBILITY STANDARDS SITE PLAN - DEMOLITION DEMOLITION PLANS DEMOLITION ELEVATIONS SITE PLAN FLOOR PLAN FINISH PLAN REFLECTED CEILING PLAN ENLARGED REFLECTED CEILING PLAN DOOR SCHEDULE, TYPES AND DETAILS EXTERIOR ELEVATIONS ROOF PLAN WALL SECTIONS ENLARGED PLANS ENLARGED PLANS EXTERIOR DETAILS INTERIOR ELEVATIONS INTERIOR DETAILS INTERIOR DETAILS CEILING DETAILS FURNITURE PLAN ADD 02 - Floor Box Location Plan ASI 3 - Layout Plans - Hawk/Eagle ASI 3 - Layout Plans - Hawk/Eagle ASI 3 - Layout Plans - iOps/AV-IT/Falcon ASI 5 - Layout Plans - Hawk/Eagle Soffits ASI 5 - Casework - Concierge ASI 6 - Layout Plans - Hawk/Eagle Inner Soffits ASI 6 - Layout Plans - Clouds @ Hawk/Eagle ASI 7 - Canted Glass Entry Wall ASI 7 - Eagle/Hawk Glass Walls

KEY PLAN

FP1.1 FIRE PROTECTION PLAN

MECHANICAL 1 17 7

17 7

M0.1 M0.2 M1.1 M1.2

SYMBOLS, SCHEDULES AND ABBREVIATIONS MECHANICAL DETAILS MECHANICAL FLOOR PLANS MECHANICAL ENLARGED PLAN AND SECTIONS

P0.1 P1.1 P1.2 P2.1

GENERAL NOTES, SCHEDULES, DETAILS PLUMBING UNDERGROUND PLAN PLUMBING FIRST FLOOR PLAN PLUMBING RESTROOMS ANDISOMETRICS

2 2

EAV0.1 EAV1.1 EAV2.1

AV INFRASTRUCTURE SYMBOLS AND NOTES AV INFRASTRUCTURE GROUND LEVEL PLAN AV INFRASTRUCTURE GROUND LEVEL RCP

INFORMATION TECHNOLOGY T1.00 T2.00

LOW VOLTAGE SYSTEMS FLOOR PLAN ENLARGED PLANS AND ELEVATIONS

LAVATORY LINEAR FEET LINTEL

MAS MAT MAX MDF MECH MFR MH MIN MIR MISC MO MTD MTL

MASONRY MATERIAL MAXIMUM MEDIUM DENSITY FIBERBOARD MECHANICAL MANUFACTURER MANHOLE MINIMUM MIRROR MISCELLANEOUS MASONRY OPENING MOUNTED METAL

NIC NOM NTS

NOT IN CONTRACT NOMINAL NOT TO SCALE

OC OF OPNG OPP

ON CENTER OUTSIDE FACE OPENING OPPOSITE

P PBD PLAM, PL PLBG PLS PR PREF PROP PT PTD PTN PWD

PAINT PARTICLE BOARD PLASTIC LAMINATE PLUMBING PLASTIC PAIR PREFINISHED PROPERTY PRESSURE TREATED PAINTED PARTITION PLYWOOD

R RB RD REF REINF REQD REV RLG RM RO

RISER OR RADIUS RUBBER BASE ROOF DRAIN REFERENCE REINFORCED REQUIRED REVISION RAILING ROOM ROUGH OPENING

SC SCH SECT SHTH SIM SK SM SOF SPEC SQ SSM SST STD STL STR SUSP SW SYS

SOLID CORE SCHEDULE SECTION SHEATHING SIMILAR SINK SHEET METAL SOFFIT SPECIFICATIONS SQUARE SOLID SURFACING MATERIAL STAINLESS STEEL STANDARD STEEL STRUCTURE SUSPENDED SLAT WALL SYSTEM

T TC TEL TGL TJ TS TW TYP

TREAD TOP OF CONCRETE TELEPHONE TEMPERED GLASS LITE TOP OF JOIST TOP OF STEEL TOP OF WALL TYPICAL

UF UON UR

UNFINISHED UNLESS OTHERWISE NOTED URINAL

VB VCT VERT VIF

VINYL BASE VINYL COMPOSITION TILE VERTICAL VERIFY IN FIELD

W W/ WCL WD WDW WF WO WPG

WIDTH WITH WATER CLOSET WOOD WINDOW WIDE FLANGE WITHOUT WATERPROOFING

YARD

N NOT TO SCALE

Emerson Process Management Intelligent Operations Center

09/14/2012 - Addendum 1 09/27/2012 - Addendum 2

AUDIO/VISUAL 2

LAV LF LNTL

1100 W Louis Henna Boulevard West Round Rock, Texas 78681 03/12/2012

PLUMBING 8

KNEE BRACE

Construction Set

FIRE PROTECTION

17 1

1100 W LOUIS HENNA BOULEVARD WEST ROUND ROCK, TX 78681

Emerson Project Manager

Architect

MEP Engineer

Norman Erlandson, CFM, CPP Emerson Process Management 12301 Research Blvd. Austin, TX 78759 t. 512.834.7623 f. 512.832.3030 e-mail: norm.erlandson@emerson.com

Bob Dunn, LEED AP BD+C Fox Architects 500 Washington Ave., Suite 1250 St. Louis, MO 63101 t: 314.621.4343 x115 f: 314.621.0261 e-mail: bdunn@fox-arch.com

Mike Swim, PE SSC Engineering, Inc. 18207 Edison Avenue St. Louis, MO 63005 t. 636.530.7770 x101 f. 636.530.7877 e-mail: mswim@sscengineering.com

Construction Project Manager

Structural Engineer

I.T. Consultant

Tony Proctor LML Group, LLC 12700 Hill Country Blvd., Suite S-100 Bee Cave, TX 78738 t. 512.944.6464 f. 512.857.0325 e-mail: tony@lmlgroupllc.com

Richard Kwiatkowski, P.E., S.E. SSC Engineering, Inc. 18207 Edison Avenue Chesterfield, MO 63005 t. 636.530.7770 f. 636.530.7877 e-mail: rkwiatkowski@sscengineering.com

Tom Defrange Stravis Technologies 1111 South Main Street, Suite 128 Grapevine, TX 76051 t. 903.436.4601 f. 817.421.2443 e-mail: tdefrange@straviscorp.com

A/V Consultant

Contractor

Scott McLain, CTS-D, LEED AP Waveguide Consulting Inc. 19909 N. US Highway 41 Tampa, FL 33549 t. 813.948.1500 f. 813.948.7606 e-mail: smclain@waveguide.com

Joe O'Jibway Burt-Watts Industries, Inc. 1300 Guadalupe 100 Austin, TX 78701 t. 512.275.0881 f. 512.275.0883 e-mail: joe@burtwatts.com

STRUCTURAL 1

S0.1 S0.2 S0.3 S1.1 S2.1 S3.1 S4.1 S5.1

GENERAL NOTES GENERAL NOTES TYPICAL DETAILS FOUNDATION PLAN ROOF FRAMING PLAN FOUNDATION DETAILS FRAMING DETAILS SCHEDULE

Project Number: 1023.02

CODE DATA

Reference

IBC

172 '-3 "

BUILDING CODE

2006 International Building Code

FIRE CODE

2006 International Fire Code

MECHANICAL CODE

2006 International Mechanical Code

PLUMBING CODE

2006 International Plumbing Code

ELECTRICAL CODE

National Electrical Code, NFPA 70, most current edition

ENERGY CONSERVATION CODE

2006 International Energy Conservation Code

ADA

The State of Texas Program for the Elimination of Architectural Barriers as promulgated by the Texas Department of Licensing and Regulation

STATE

07/31/2012 Suite 1250 63101-1236 Fax: 314.621.0261 www.fox-arch.com

172' - 3"

IFC

Americans with Disabilities Act Accessibility guidelines for buildings and facilities

USE GROUP

B Business (primary)

302.1

FIRE SUPPRESSION SYSTEM

Fully Sprinklered

901.6

CONSTRUCTION TYPE

602.1

BLDG. AREA (ALLOWABLE)

Unlimited SF per floor (Type IB, B occupancy, automatic sprinkler throughout)

Table 503

BLDG. AREA (ACTUAL)

Total Area (Addition):

BLDG. HEIGHT (ALLOWABLE)

160'-0" & 11 stories (Type IB, B occupancy)

BLDG. HEIGHT (ACTUAL)

Existing - No Change (86'-4")

NOTE 1

500 Washington Avenue St. Louis, Missouri Main: 314.621.4343 fox@fox-arch.com

5" 206' -

13,520 SF Table 503

Addition - 15'-6" TRAVEL LENGTH (ALLOW)

300 feet

Table 1016.1

OCCUPANT LOAD

Occupant Group B: 100 GSF

Table 1004.1

Typical Floor: B @ 28,097 sf / 100 = 281 occupants Total (per Bldg.): B @ 138,065 sf / 100 = 1381 occupants FIRE RESISTANCE RATING CHART (for Type IB construction)

4 2

2 1

167' - 4"

4 2

STRUCTURE ELEMENT

RATING

TEST

REMARKS

STRUCTURAL FRAME

2 hour

Table 601

EXTERIOR BEARING WALLS

2 hour

Table 601

INTERIOR BEARING WALLS

2 hour

Table 601

INT. NON-BEARING WALLS & PARTITIONS

0 hour

Table 601

FLOOR CONSTRUCTION

2 hour

Table 601

ROOF CONSTRUCTION

1 hour

Table 601

STAIR, ELEVATOR, & MECH SHAFTS

2 hour

707.4

EXTERIOR OPENINGS

No limit to SF

704.8

VERTICAL OPENING SEPARATION

Not required

Exception 2

704.9

FIRE BARRIER OPENINGS

No limit

Exception 1

706.6

CORRIDORS

0 hour

Table 1016.1

EGRESS REQUIREMENTS

NE FIRE LA

Floor Plan 1/16" = 1'-0"

FIRST FLOOR:

BUILDING EXITS:

• •

2 Required per floor (1-500 occupant load) 2 Provided per floor; 3 at first floor

Table 1018.1

EXIT DISCHARGE:

•

50% allowed through lobby at grade

1023.1

ROOF ACCESS:

•

One stairway to roof (over four floors)

1009.11

SPACES REQUIRED

• •

4.0 SPACES PER 1,000 GSF 2(138.1 x 4.0) = 1105 SPACES

SPACES PROVIDED

1105 SPACES

ACCESSIBLE SPACES REQUIRED

•

Required: Provided: SECOND thru FIFTH FLOORS: Required: Provided:

FIRE LANE

I.T. CONSULTANT STRAVIS TECHNOLOGIES 1111 SOUTH MAIN STREET, SUITE 128 GRAPEVINE, TX 76051 (903) 436-4601 TOM DEFRANGE

2 PERCENT OF TOTAL PARKING REQUIRED TO BE ACCESSIBLE PER TEXAS ACCESSIBILITY STANDARDS (TABLE 2) 1105 SPACES x .02 = 22 ACCESSIBLE SPACES REQUIRED

CODE NOTES 1.

ALL OF THE FIRE PROTECTION SYSTEM FOR THE NEW BUILDING ADDITION/INFILL IS FED OUT OF THE EXISTING EAST BUILDING NO.1 FIRE PROTECTION ROOM.

7 A0.1

FIRE LANE

00'

FIRE LANE <2

00'

NOTIFY ARCHITECT IF CONFLICTS ARE DISCOVERED BETWEEN TYPICAL ACCESSIBILITY DETAILS AND OTHER DETAILS SHOWN ELSEWHERE.

DETAILS ON SHEET A0.3 ARE INTENDED TO BE GUIDELINES AND MAY NOT NECESSARILY APPLY TO THIS PROJECT.

ALL DIMENSIONS SHOWN ARE TO THE FINISHED FACE. CONTRACTOR TO MAKE ALLOWANCES FOR THICKNESSES OF FINISHES SPECIFIED.

A COPY OF THE TEXAS ACCESSABILITY STANDARDS IS AVAILABLE AT THE ARCHITECT'S OFFICE UPON REQUEST.

DOOR HARDWARE (& CLOSER) REQUIREMENTS AND MILLWORK HARDWARE REQUIREMENTS ARE LISTED IN THE (TAS) AND PROJECT SPECIFICATIONS.

MAXIMUM CARPET TILE THICKNESS SHALL BE 1/2 INCH. FOR ADDITIONAL INFORMATION ON CARPET AND EDGE TRIM, REFER TO SHEET A5.3 AND THE (TAS).

ADJUST ALL EXTG. DOOR CLOSURES AFTER HVAC BALANCING IS COMPLETED TO MEET TAS REQUIREMENTS.

LEGEND - CODE PLAN

FIRE LANE

EXIT SIGN EXTG 2-HOUR RATED PARTITION EGRESS PATH 2-HR ROOF PROTECTION

Project

Sheet Title

FIRE LANE

CODE SHEET

< 20 0'

CONTRACTOR IS RESPONSIBLE FOR VERIFYING INSTALLATION IS IN COMPLIANCE WITH TEXAS ACCESSIBILITY STANDARDS; RE: SHEET A0.3

1100 W Louis Henna Boulevard West Round Rock, Texas 78681

FIRE LANE 0' < 20

Intelligent Operations Center

GENERAL NOTES - CODE INFORMATION

FIRE LANE

FIRE LANE FIRE LANE

E FIRE LAN

FIRE LANE

STRUCTURAL ENGINEER SSC ENGINEERING, INC. 18207 EDISON AVENUE CHESTERFIELD, MO 63005 (636) 530-7770 RICHARD KWIATKOWSKI, PE, SE

22 SPACES (incl. three van)

ACCESSIBLE SPACES PROVIDED

FIRE LANE

Table 1005.1

MEP ENGINEER SSC ENGINEERING, INC. 18207 EDISON AVENUE CHESTERFIELD, MO 63005 (636) 530-7770 MIKE SWIM, PE

PARKING REQUIREMENTS

•

FIRE LANE

257 x 0.15" = 38.55" 396" 281 x 0.2" = 56.2" 72"

CONSTRUCTION PROJECT MANAGER LML GROUP, LLC 12700 HILL COUNTRY BLVD., SUITE S-100 BEE CAVE, TX 78738 (512) 431-8590 LARRY LEONARD

Emerson Process Management

EXIT WIDTH CALCULATIONS:

EMERSON PROJECT MANAGER EMERSON PROCESS MANAGEMENT 12301 RESEARCH BLVD. AUSTIN, TX 78759 (512) 834-7623 NORMAN ERLANDSON

REVISIONS

FIRE LANE FIRE LANE

FIRE LANE

FIRE LANE FIRE LANE

FIRE LANE

KEYED NOTES - CODE SHEET 1

ORIGINAL PATH OF TRAVEL WAS 142'-4". NEW BUILDING INFILL EXTENDS PATH OF TRAVEL 25' TO 167'-4'. ALLOWABLE IS 300'.

ORIGINAL PATH OF TRAVEL NOT CHANGED.

ALL PATHS OF TRAVEL UNDER 300' ALLOWABLE AS NOTED.

ADDITIONAL 2-HR ROOF PROTECTION ADDED WITHIN 10'-0" OF EXT'G BLDG FACE.

07/31/2012

Date Sheet No.

Site Plan

1/32" = 1'-0"

A0.1 Project No. Drawn By Checked By

1023.02 JH, KM RD 12/18/2012 11:24:58 AM

500 Washington Avenue St. Louis, Missouri Main: 314.621.4343 fox@fox-arch.com

Suite 1250 63101-1236 Fax: 314.621.0261 www.fox-arch.com

07/31/2012

EMERSON PROJECT MANAGER EMERSON PROCESS MANAGEMENT 12301 RESEARCH BLVD. AUSTIN, TX 78759 (512) 834-7623 NORMAN ERLANDSON CONSTRUCTION PROJECT MANAGER LML GROUP, LLC 12700 HILL COUNTRY BLVD., SUITE S-100 BEE CAVE, TX 78738 (512) 431-8590 LARRY LEONARD MEP ENGINEER SSC ENGINEERING, INC. 18207 EDISON AVENUE CHESTERFIELD, MO 63005 (636) 530-7770 MIKE SWIM, PE STRUCTURAL ENGINEER SSC ENGINEERING, INC. 18207 EDISON AVENUE CHESTERFIELD, MO 63005 (636) 530-7770 RICHARD KWIATKOWSKI, PE, SE

Project

Sheet Title

UL LISTINGS

1100 W Louis Henna Boulevard West Round Rock, Texas 78681

Intelligent Operations Center

Emerson Process Management

I.T. CONSULTANT STRAVIS TECHNOLOGIES 1111 SOUTH MAIN STREET, SUITE 128 GRAPEVINE, TX 76051 (903) 436-4601 TOM DEFRANGE

REVISIONS

07/31/2012

Date Sheet No.

1 Hour Roof Assembly UL P732 12" = 1'-0"

2 Hour Slab Beam Assembly UL N782 12" = 1'-0"

A0.2 Project No. Drawn By Checked By

1023.02 JH, KM RD 12/18/2012 11:25:58 AM

SWITCH

1' - 0"

MAX. HEIGHT FOR ACCESSIBLE STORAGE SPACES

1" = 1'-0"

SHELVES / CLOTHES ROD 1/4" = 1'-0"

FLOOR CHANGES AT DOORS / THRESHOLD 3" = 1'-0"

CONTROL REACH LIMITATIONS 1/4" = 1'-0"

PROTRUDING HAZARDS 1/4" = 1'-0"

500 Washington Avenue St. Louis, Missouri Main: 314.621.4343 fox@fox-arch.com

3' - 6" MIN.

4' - 0" W/CLOSER

5' - 0" MIN. (IF A)

PULL SIDE

BASE CABINET @ SINK

W/ LATCH & CLOSER

2' - 0" MIN.

3' - 6"

4' - 6" W/ CLOSER

2' - 0" MIN. 4' - 0" MIN.

REFER TO SHEET A5.3 FOR ACTUAL TRANSITION DETAILS.

4' - 6" MIN.

4' - 6" MIN. (IF B)

WHEN WHEEL CHAIR DISTANCE IS >10", ABOVE HEIGHTS APPLY

SWITCH

TOWELS

NO MAX.

9" MIN.

MAX. 10" MIN.

VENDING

4' - 6" MAX.

MAX. OF SHELVES

CUPS

1/2" MAX.

1' - 9"

PREFERRED

2' - 3" MAX.

REQUIRED

TAS COMPLIANT THRESHOLD IN BED OF SEALANT

6' - 8" MIN.

3' - 0" MIN. (THEN, A)

2' - 3" MIN.

4' - 0"

4' - 6"

MAX.

4' - 0"

SCHEDULED DOOR

BEGINNING OF SLOPE

1' - 9"

9" MIN.

3' - 6" MIN. (THEN, B)

SIDE REACH

03/12/2012

W/ LATCH & CLOSER

Suite 1250 63101-1236 Fax: 314.621.0261 www.fox-arch.com

4" MAX.

1' - 6"

FORWARD REACH

2' - 3"

2' - 10"

OUTLETS 4' - 0"

MAX.

6 1/2"

CLEARANCES FOR DOORS IN SERIES

5' - 0"

2' - 1"

1' - 1"

4' - 0"

VENDING

TOWELS

1' - 3" MIN.

FAUCET TO COMPLY WITH 4.24.7 (LEVER TYPE)

4' - 0"

PREFERRED CUPS

4' - 0" MAX.

1/4" MAX.

0 - 1/4"- 1/2" MAX.

REQUIRED

PUSH SIDE EMERSON PROJECT MANAGER EMERSON PROCESS MANAGEMENT 12301 RESEARCH BLVD. AUSTIN, TX 78759 (512) 834-7623 NORMAN ERLANDSON

MANEUVERING CLEARANCES 1/8" = 1'-0"

CONSTRUCTION PROJECT MANAGER LML GROUP, LLC 12700 HILL COUNTRY BLVD., SUITE S-100 BEE CAVE, TX 78738 (512) 431-8590 LARRY LEONARD 2' - 6" X 5' - 0" SHOWER STALL (FLOOR SURFACE IN STALL NOT TO SLOPE IN EXCESS OF 1:50 IN ANY DIRECTION) MOUNTING HEIGHT AT 33"-36" FROM F.F AT WALL 3' - 0"

1' - 11" MAX.

PROTECT THIS AREA FROM CROSS TRAFFIC

3' - 0"

12" MAX. 36" MIN.

TOILET DISPENSER NOT TO EXCEED 3" FROM WALL

4' - 4" MIN.

7" CLR.

1' - 0" MAX.

TOP OF BAR

GRAB BAR

TOILET CLEARANCES 1/4" = 1'-0"

3' - 0" MIN. 3' - 0" CLEAR

4' - 6" MIN.

NOTES: FLUSH VALVE TO BE LOCATED ON WIDE SIDE OF TOILET PROVIDE 9" TOE CLEARANCE AT TOILET PARTITIONS

MAX.

7" CLR

TOILET STALL 1/4" = 1'-0"

ACCESSIBILITY STANDARDS

1' - 0" MAX.

6" MAX. 36" MAX.

1-1/2" DIA. BAR TYP. 33" - 36"

1' - 0" MAX.

3' - 0" CLR.

MAX.

1' - 6"

2' - 8" MIN.

7" CLR.

3' - 6" MIN.

42"

17" - 19"

4" MAX.

5' - 6" MIN. W/ WALL MTD. W.C.

1' - 6"

3' - 4" MAX.

2' - 10"

5' - 9" MIN. W/ FLOOR MTD. W.C.

TOILET STALL ELEVATIONS 1/4" = 1'-0"

Sheet Title

1/4" = 1'-0"

1100 W Louis Henna Boulevard West Round Rock, Texas 78681

STANDARD MOUNTING HEIGHTS

URINAL

1" = 1'-0"

SHOWER SEATS / SIZE

Intelligent Operations Center

1/4" = 1'-0"

WATER CLOSET

PARKING SIGNAGE

3' - 6" MIN.

TOP OF BAR

TOP OF RIM

ELEVATION

Emerson Process Management

RAMP COMPONENETS

TOILET DIPSENSER NOT TO EXCEED 3" FROM WALL

1' - 6"

CONTROL AREA

Project

TOILET PAPER DISPENSER

4'-8" MIN. W/ WALL MTD. W.C.

FLUSH CONTROL 44" MAX.

15"

REF. PLANS FOR LOCATIONS, IF ANY

LAVATORY

33"-36"

30' 30'

NAPKIN DISPOSAL

18"-20"

30" 30"

NAPKIN DISPENSER

15"

1' - 7" MIN.

SLOPE 1:12 TO <1:16 1:16 TO <1:20

SEAT COVER DISPENSER

17"-19" H.C.

LEVEL LANDING

TRASH RECEPTACLE

TOP OF RIM

MIN. KNEE CLEARANCE

2' - 6"

4' - 0"

PLAN

4' - 11" MIN. W/ FLOOR MTD. W.C.

3' - 6" MIN.

BOTTOM OF REFLECTIVE SURFACE

1/4" = 1'-0"

TOP OF REFLECTIVE SURFACE

HIGHEST POINT OF OPERATION

PAPER TOWEL DISPENSER & TRASH RECEPTACLE

5' - 0" MIN.

6" = 1'-0"

3' - 0" MIN.

1/4" = 1'-0"

OVEHEAD HAZARDS

2'-8" MIN.

1/4" = 1'-0"

HANDRAIL GRAB BAR SIZE

6' - 2" MIN.

FLOOR CLEARANCE @ DRINKING FOUNTAINS

I.T. CONSULTANT STRAVIS TECHNOLOGIES 1111 SOUTH MAIN STREET, SUITE 128 GRAPEVINE, TX 76051 (903) 436-4601 TOM DEFRANGE

1' - 6"

PROVIDE ONE PARKING SIGN PER ACCESSIBLE SPACE

CAFETERIA LINES

STRUCTURAL ENGINEER SSC ENGINEERING, INC. 18207 EDISON AVENUE CHESTERFIELD, MO 63005 (636) 530-7770 RICHARD KWIATKOWSKI, PE, SE

4' - 0" MAX.

6' - 8"

PROVIDE BLOCKING IN WALL (STRUCTURAL STRENGTH TO COMPLY WITH 4.26.3)

ADDITIONAL REQUIREMENT FOR DRINKING FOUNTAINS REFERTO TAS 4.15

AT LEAST 50% OF SELF-SERVE SHELVES TO BE IN REACH RANGE

2' - 0"

MAX.

3' - 0"

NOMINAL SIZE

6" MAX.

SHOWER CONTROL & SHOWER HEAD HEIGHT AT 38" - 48" FROM F.F. AT WALL; OFFSET LOCATION OF CONTROLS FROM BELOW SHOWER HEAD

MAX. THRESHOLD 1/2" HEIGHT

4' - 0" MIN.

33" - 36"

MIN. CLEAR

1' - 4" MAX.

5'-0" MIN. TO GRADE

MIN. CLEAR

CLEAR FLOOR SPACE

ENLARGED PLAN

2' - 3"

3' - 0"

MOUNTING HEIGHT 18" FROM F.F. AT WALL

1- 3" 1 1/2"

CHARACTER WIDTH-TO-HEIGHT RATION BETWEEN 3:5 AND 1:1 BOTTOM OF LOWEST CHARACTER OR SYMBOL

8" MIN.

CLEAR FLOOR SPACE AT LOWER UNIT

3' - 0"

MIN.

9" MIN.

2' - 10"

4' - 6"

4' - 0"

2' - 3"

2' - 6"

CHARACTERS AND BACKGROUND SHALL HAVE AN EGGSHELL, MATTE, OR OTHER NON-GLARE FINISH

3' - 2" MAX.

1 1/2"

1' - 0"

33" - 36"

TOP OF BARS

CHARACTERS AND BACKGROUND SHALL CONTRAST; EITHER LIGHT CHARACTERS ON DARK BACKGROUND OR DARK CHARACTERS ON LIGHT BACKGROUND

1 1/2"

17" - 19"

1 1/4"

1- 13" 1/2"

TABLE WARE AREAS

0" 6' 3' -- 0"

FOOD SERVICE LINES

1' - 3" MAX.

CLEAR

EXACTLY

1' - 2 1/2"

MEP ENGINEER SSC ENGINEERING, INC. 18207 EDISON AVENUE CHESTERFIELD, MO 63005 (636) 530-7770 MIKE SWIM, PE

REVISIONS 24

PR 13

05/10/2013

03/12/2012

Date Sheet No.

A0.3 Project No. Drawn By Checked By

1023.02 JH, KM RD 5/10/2013 3:21:45 PM

GENERAL NOTES - SITE PLAN - DEMO

DEMOLITION AND CONSTRUCTION MUST BE SEQUENCED AND COORDINATED TO INSURE THAT THE BUILDING SERVICES ARE MAINTAINED AS MUCH AS POSSIBLE.

THIS DEMOLITION PLAN REFLECTS INFORMATION GATHERED FROM EXISTING DRAWINGS AND ARCHITECT'S FIELD INSPECTION. EACH CONTRACTOR SHALL VERIFY ACCURACY OF INFORMATION AND INCLUDE ALL REQUIRED DEMOLITION IN THE BID. ALL CONTRACTORS SHALL REPORT ANY DISCREPANCIES TO ARCHITECT AND OWNER'S PROJECT MANAGERS.

CONTACT ARCHITECT FOR DIRECTION IF ITEMS SHOWN DEMOLISHED CONTAIN UNANTICIPATED PIPING, ELECTRICAL ITEMS, OR STRUCTURAL ELEMENTS NOT ALREADY INDICATED TO BE DEMOLISHED.

EXISTING ITEMS TO BE DEMOLISHED ARE SHOWN DASHED AND/OR NOTED IN THESE DWGS AND SPEC.

EXISTING ITEMS AND EQUIPMENT NOT INDICATED ON DRAWINGS SHALL REMAIN UNLESS LOCATED ON OR WITHIN ITEMS SCHEDULED FOR DEMOLITION.

REFER TO OTHER DRAWINGS FOR LOCATIONS OF RELOCATED ITEMS.

07/31/2012 Suite 1250 63101-1236 Fax: 314.621.0261 www.fox-arch.com

REFER TO "GENERAL NOTES" AND "GENERAL REQUIREMENTS" FOR OTHER APPLICABLE INFORMATION AS PART OF THE DWGS AND SPEC.

500 Washington Avenue St. Louis, Missouri Main: 314.621.4343 fox@fox-arch.com

EMERSON PROJECT MANAGER EMERSON PROCESS MANAGEMENT 12301 RESEARCH BLVD. AUSTIN, TX 78759 (512) 834-7623 NORMAN ERLANDSON

KEYED NOTES - SITE PLAN - DEMO

DEMOLISH EXT'G SITE HARDSCAPE SHOWN DASHED - RE: C-SERIES DRAWINGS FOR ADDITIONAL INFORMATION

NOT USED

DEMOLISH EXT'G PLANTER AND ELECTRICAL LIGHTING BACK TO NEAREST J-BOX OUTSIDE PROJECT AREA. SALVAGE EXT'G LIVE OAK; SEE CIVIL NOTES.

PROTECT OR RELOCATE EXT'G TREES; SEE CIVIL SITE NOTES.

DEMOLISH EXT'G "FRONTERA VISTA" MONUMENT SIGN AND ASSOCIATED LIGHTING/POWER. RE: E-SERIES DWGS.

MAINTAIN AND PROTECT EXT'G INVISIBLE STRUCTURE GRASS PAVERS.

MAINTAIN CLEAR FIRE LANE ACCESS THROUGHOUT CONSTRUCTION.

PROVIDE SIGNAGE AND PEDESTRIAN PROTECTION TO ACCESS BOTH EAST AND WEST BUILDINGS THRU PARKING STRUCTURE.

NOT USED

SALVAGE EXISTING BOLLARDS TO BE REMOVED THIS AREA. COORDINATE WITH ESERIES DRAWINGS

DEMOLISH EXT'G MUD SLAB AND LANDSCAPE DRAINAGE. MAINTAIN EXT'G FRENCH DRAIN SYSTEM BELOW EXT'G MUD SLAB

RELOCATE EXT'G FRENCH DRAIN CLEAN OUT TO OUTSIDE IOPS PROPER

CONSTRUCTION PROJECT MANAGER LML GROUP, LLC 12700 HILL COUNTRY BLVD., SUITE S-100 BEE CAVE, TX 78738 (512) 431-8590 LARRY LEONARD MEP ENGINEER SSC ENGINEERING, INC. 18207 EDISON AVENUE CHESTERFIELD, MO 63005 (636) 530-7770 MIKE SWIM, PE STRUCTURAL ENGINEER SSC ENGINEERING, INC. 18207 EDISON AVENUE CHESTERFIELD, MO 63005 (636) 530-7770 RICHARD KWIATKOWSKI, PE, SE I.T. CONSULTANT STRAVIS TECHNOLOGIES 1111 SOUTH MAIN STREET, SUITE 128 GRAPEVINE, TX 76051 (903) 436-4601 TOM DEFRANGE

Project

SITE PLAN - DEMOLITION

Sheet Title

1100 W Louis Henna Boulevard West Round Rock, Texas 78681

Intelligent Operations Center

Emerson Process Management

REVISIONS 1

Addendum 01

9/14/2012

07/31/2012

Date Sheet No.

Site Plan - Demo 1/32" = 1'-0"

A1.1 Project No. Drawn By Checked By

1023.02 JH, KM RD 12/18/2012 11:26:22 AM

A1.3

M A1.3

7 13

TYP (3)

GENERAL NOTES - DEMOLITION PLANS 7 A.

REFER TO "GENERAL NOTES" AND "GENERAL REQUIREMENTS" FOR OTHER APPLICABLE INFORMATION AS PART OF THE DWGS. AND SPEC.

DEMOLITION AND CONSTRUCTION MUST BE SEQUENCED AND COORDINATED TO INSURE THAT THE BUILDING SERVICES ARE MAINTAINED AS MUCH AS POSSIBLE. THE EXTENT OF EXISTING BUILDING DEMOLITION TO BE "SHORTENED" SO AS TO MINIMIZE LOBBY DISRUPTION.

THIS DEMOLITION PLAN REFLECTS INFORMATION GATHERED FROMEXISTING DRAWINGS AND ARCHITECT'S FIELD INSPECTION. EACH CONTRACTOR SHALL VERIFY ACCCURACY OF INFORMATION AND INCLUDE ALL REQUIRED DEMOLITION IN THE BID. ALL CONTRACTORS SHALL REPORT ANY DISCREPANCIES TO ARCHITECT AND OWNER'S PROJECT MANAGERS.

CONTACT ARCHITECT FOR DIRECTION IF PARTITIONS SHOWN DEMOLISHED CONTAIN UNANTICIPATED PIPING, ELECTRICAL PANELS, OR STRUCTURAL ELEMENTS NOT ALREADY INDICATED TO BE DEMOLISHED.

EXISTING WALLS TO BE DEMOLISHED ARE SHOWN DASHED AND/OR NOTED IN THESE DWGS. AND SPEC.

EXISTING ITEMS AND EQUIPMENT NOT INDICATED ON DRAWINGS SHALL REMAIN UNLESS LOCATED ON OR WITHIN A PARTITION SCHEDULED FOR DEMOLITION.

REFER TO OTHER DRAWINGS FOR LOCATIONS OF RELOCATED ITEMS.

REMOVE EXISTING CEILINGS IN AREAS SCHEDULED FOR NEW CEILING WORK. COORDINATE DEMOLITION WITH ALL APPROPRIATE DISCIPLINES SO ITEMS SUCH AS PIPING, SPRINKLERS, DUCTWORK, WIRING, ETC. WILL NOT BE DAMAGED.

REMOVE EXISTING FLOOR AND BASE IN AREAS SCHEDULED TO RECEIVE NEW FINISHES. PATCH RESULTING SURFACES TO RECEIVE NEW FINSHIES PER MANUFACTURER'S REQUIREMENTS.

TYP (3)

3 1

07/31/2012

TYP. 11

3 2

4 9 1

A1.3

9 9

7 12

Suite 1250 63101-1236 Fax: 314.621.0261 www.fox-arch.com

500 Washington Avenue St. Louis, Missouri Main: 314.621.4343 fox@fox-arch.com

EXISITNG FIRE EXTINGUISHERS, SIGNAGE, LIGHTING, HVAC DEVICES, AS WELL AS OTHER SIMILAR SALVAGEABLE ITEMS ARE TO BE OFFERED TO THE OWNER. OWNER WILL DIRECT WHETHER THESE ELEMENTS SHOULD BE MOVED TO AN ON-SITE STORAGE ROOM OR BECOME CONTRACTOR PROPERTY AND REMOVED FROM SITE.

STRUCTURAL ENGINEER SSC ENGINEERING, INC. 18207 EDISON AVENUE CHESTERFIELD, MO 63005 (636) 530-7770 RICHARD KWIATKOWSKI, PE, SE

I.T. CONSULTANT STRAVIS TECHNOLOGIES 1111 SOUTH MAIN STREET, SUITE 128 GRAPEVINE, TX 76051 (903) 436-4601 TOM DEFRANGE

Floor Plan - Demo - West 1/8" = 1'-0"

Floor Plan - Demo - East 1/8" = 1'-0"

KEYED NOTES - DEMOLITION

7 6

DEMOLISH EXISTING WALK-OFF MATTE AND THICK-SET MORTAR FILL

DEMOLISH EXISTING GRANITE TILE AND THICK-SET MORTAR DOWN TO STRUCTURAL SLAB THROUGHOUT 1ST FLOOR LOBBY

REMOVE EXISTING PRECAST CONCRETE PANELS TO EXPOSE EXISTING STEEL STRUCTURE; COORDINATE SEQUENCE TO MINIMIZE EXPOSURE TO WEATHER

DEMOLISH EXISTING GWB AND PLASTER SOFFIT

DEMOLISH EXISTING LIGHT COVE AND FIXTURE, RE: E-SERIES DWGS FOR ADD'L INFO

DEMOLISH EXT'G GWB CEILING; EXT'G FRAMING MAY REMAIN FOR REUSE

COORDINATE WITH OWNER SCHEDULED DEMOLITION OF EXISTING LOBBY, SECURITY OFFICES, & RECEPTION DESK.

EXISTING GWB LIGHT COVE AND LIGHT FIXTURE TO REMAIN, COORDINATE EXTENT OF GWB DEMO SO EXISTING FRAMING CAN REMAIN

7 7

7 9

DEMO

EXT'G TO REMAIN

EXT'G TO REMAIN EXT'G TO REMAIN DEMO

DEMO EXT'G TO REMAIN 7

SALVAGE EXT'G STOREFRONT FRAMING AND GLASS PER PR NO. 1 EXT'G PRECAST PANEL FACE TO REMAIN STRUCTURALLY SECURED TO EXT'G BLDG REMOVE EXT'G CONCRETE PANEL; SEQUENCE REMOVAL AND TEMPORARY SHORING AND/OR STRUCTURAL INFILL

Project

N.I.C.

Reflected Ceiling Plan - Demo - West 1/8" = 1'-0"

DEMOLITION PLANS

DEMOLISH EXISTING PLANTER/BENCH

Sheet Title

1100 W Louis Henna Boulevard West Round Rock, Texas 78681

SALVAGE EXISTING STOREFRONT/CURTAIN WALL FOR REUSE, REFER TO A3.1 FOR ADDITIONAL INFORMATION.

Intelligent Operations Center

Emerson Process Management

REVISIONS 3 7

PR 1 PR 4

10/12/2012 12/3/2012

Reflected Ceiling Plan - Demo - East 1/8" = 1'-0"

07/31/2012

Date Sheet No.

A1.2 Project No. Drawn By Checked By

1023.02 JH, KM RD 12/18/2012 11:26:32 AM

Suite 1250 63101-1236 Fax: 314.621.0261 www.fox-arch.com

07/31/2012

500 Washington Avenue St. Louis, Missouri Main: 314.621.4343 fox@fox-arch.com

7 7

TYP SEE PLAN

224 1

4 1

A6.1

TYP SEE PLAN

1st Floor 866' - 6"

Partial West Elevation - Demo (East Building) 1/8" = 1'-0"

Partial East Elevation - Demo (West Building)

1/8" = 1'-0"

MEP ENGINEER SSC ENGINEERING, INC. 18207 EDISON AVENUE CHESTERFIELD, MO 63005 (636) 530-7770 MIKE SWIM, PE

STRUCTURAL ENGINEER SSC ENGINEERING, INC. 18207 EDISON AVENUE CHESTERFIELD, MO 63005 (636) 530-7770 RICHARD KWIATKOWSKI, PE, SE

I.T. CONSULTANT STRAVIS TECHNOLOGIES 1111 SOUTH MAIN STREET, SUITE 128 GRAPEVINE, TX 76051 (903) 436-4601 TOM DEFRANGE

1st Floor 866' - 6"

Partial North Elevation - Demo (West Building) 1/8" = 1'-0"

KEYED NOTES - DEMOLITION - ELEVATIONS

SALVAGE EXISTING STOREFRONT/CURTAIN WALL FOR REUSE, REFER TO A3.1 FOR ADDITIONAL INFORMATION. PROVIDE NEW DOORS.

COORDINATE WITH STRUCTURAL DWGS. SELECTIVE DEMO OF EXT'G PRECAST PANELS TO PROVIDE NEW INFRASTRUCTURE CLEARANCE AND REINFORCEMENT

DEMOLISH EXISTING GWB AND PLASTER SOFFIT. RE: DEMO PLANS FOR MORE INFO.

EXT'G PRECAST PANEL FACE TO REMAIN SECURED TO EXT'G STRUCTURE

COORDINATE WITH STRUCTURAL DWGS. SELECTIVE DEMO OF EXT'G PRECAST PANELS TO PROVIDE NEW INFRASTRUCTURE CLEARANCE

GENERAL NOTES - DEMOLITION ELEVATIONS A.

REFER TO SHEET A1.2 FOR GENERAL NOTES ON DEMOLITION

REFER TO STRUCTURAL GENERAL NOTES ON S-SERIES DWGS FOR ADD'L INFO

DEMOLITION ELEVATIONS

1/8" = 1'-0"

Sheet Title

Partial North Elevation - Demo (East Building)

1100 W Louis Henna Boulevard West Round Rock, Texas 78681

1st Floor 866' - 6"

TYP SEE PLAN

Intelligent Operations Center

TYP SEE PLAN

Emerson Process Management

Project

3 2

REVISIONS 7

PR 4

12/3/2012

07/31/2012

Date Sheet No.

A1.3 Project No. Drawn By Checked By

1023.02 JH, KM RD 12/18/2012 11:26:43 AM

07/31/2012

9' - 0"

1' - 0"

Suite 1250 63101-1236 Fax: 314.621.0261 www.fox-arch.com

D E S U T O N

NEW DOUBLE FACED SIGN

D E S U T O N

GALVANIZED 2X2 POST-PAINT

500 Washington Avenue St. Louis, Missouri Main: 314.621.4343 fox@fox-arch.com

19' - 0"

ADA SYMBOL PER TAS AND SPEC REQUIREMENTS NOTED

RE: 3/A2.1

1' - 6"

RE: 3/A2.1

5'-0" MIN TO GRADE

9' - 0"

TYP. ADA PARKING SPACE 3/16" = 1'-0"

EMERSON PROJECT MANAGER EMERSON PROCESS MANAGEMENT 12301 RESEARCH BLVD. AUSTIN, TX 78759 (512) 834-7623 NORMAN ERLANDSON

ADA PARKING POLE

CONSTRUCTION PROJECT MANAGER LML GROUP, LLC 12700 HILL COUNTRY BLVD., SUITE S-100 BEE CAVE, TX 78738 (512) 431-8590 LARRY LEONARD

3/4" = 1'-0"

GENERAL NOTES - SITE PLAN A.

SEE CIVIL DWGS FOR MORE INFORMATION

IF THERE IS A CONFLICT BETWEEN ARCHITECTURAL, STRUCTURAL OR CIVIL OR OTHER DWGS PLEASE COORDINATE WITH ARCHITECT

MEP ENGINEER SSC ENGINEERING, INC. 18207 EDISON AVENUE CHESTERFIELD, MO 63005 (636) 530-7770 MIKE SWIM, PE STRUCTURAL ENGINEER SSC ENGINEERING, INC. 18207 EDISON AVENUE CHESTERFIELD, MO 63005 (636) 530-7770 RICHARD KWIATKOWSKI, PE, SE I.T. CONSULTANT STRAVIS TECHNOLOGIES 1111 SOUTH MAIN STREET, SUITE 128 GRAPEVINE, TX 76051 (903) 436-4601 TOM DEFRANGE

KEYED NOTES - SITE PLAN

NEW COURTYARD UNDER SEPARATE PHASE OF WORK N.I.C.

NEW PAD MOUNTED CONDENSER UNIT, RE: M-SERIES DWGS FOR MORE INFO

NEW STACKED STONE RETAINING WALL RE: CIVIL AND STRUCTURAL DWGS FOR MORE INFO

ROOF OF INTELLIGENT OPERATIONS CENTER. RE: A-SERIES DWGS FOR MORE INFO

EXTG SITE PARKING TO REMAIN

NOT USED

9 3

7 5

5 8

EXT'G

NEW

EXT'G

CONFIRM NEW LOCATION OF EXTG UTILITY RELOCATION BEFORE NEW WORK BEGINS

EXISTING ELECTRICAL MAN HOLE

RE; C-SERIES DWGS FOR SWOP INFO

DECOMPOSED GRANITE EGRESS PATH. EXTEND1TO FIRE LANE

6' - 0" 10

SITE PLAN

6' - 0"

Sheet Title

Project

1100 W Louis Henna Boulevard West Round Rock, Texas 78681

Intelligent Operations Center

Emerson Process Management

REVISIONS 1 2

Addendum 01 Addendum 02

9/14/2012 9/27/2012

07/31/2012

Date Sheet No.

A2.1

Site Plan

Project No.

1/32" = 1'-0"

Drawn By Checked By

1023.02 JH, KM RD 12/18/2012 11:27:04 AM

A6.1

J.5

A8.1

30' - 0"

42' - 0" (VIF) 4

30' - 0"

2' - 5 1/2"

0.1 23

TYP. 5

AD37

Dining C101E

Demo/Display C101C

C103B

5 3

C104A

A8.1

0.2

A/V C104

Hawk C105

A6.1

AD37

C104

C105B

A/V C104A

Eagle C103

AD34

A6.1

54' - 3"

19 A9.2

Service C116

AD34

Opp

0.1

500 Washington Avenue St. Louis, Missouri Main: 314.621.4343 fox@fox-arch.com

0.2

C107

E.J.

Mechanical C114

1' - 0 1/4"

C113

C112 7' - 1 3/8" 5' - 7 1/4"

Women C112

Men C111

C117A

A/V & IT C107 C117B

14 A8.1

Display C117

iOps C102

AD36

E1000C

23 15

LINE OF DEMO SKID

Security E1000B

AD45

11' - 6"

STRUCTURAL ENGINEER SSC ENGINEERING, INC. 18207 EDISON AVENUE CHESTERFIELD, MO 63005 (636) 530-7770 RICHARD KWIATKOWSKI, PE, SE I.T. CONSULTANT STRAVIS TECHNOLOGIES 1111 SOUTH MAIN STREET, SUITE 128 GRAPEVINE, TX 76051 (903) 436-4601 TOM DEFRANGE

Vest. E1000D

A 02 C1

Badging E1000C

Concierge C101

0.7

Sim

11 E1000B

7' - 0"

A8.1

A11.1

ADA C113

C114

C101B

Vestibule W1006A

W1006

5' - 4"

10' - 3"

W1006A

C111

E.J.

3 A9.3

E1000A

A8.1

Vestibule E1000A E1000

15 A9.3

2B C10

C1 01 A6

0.7

C1 01 A5

5' - 4"

C101 A3

C101A2

Multipurpose C110

27' - 6 1/2"

C101A1

2' - 6"

AD37

MEP ENGINEER SSC ENGINEERING, INC. 18207 EDISON AVENUE CHESTERFIELD, MO 63005 (636) 530-7770 MIKE SWIM, PE

C103A

10' - 3"

4 30' - 0 1/2"

Anteroom C101A

1' - 9 1/2"

AD37

E1000D

7' - 0"

Lounge C101B

C101

3 C105A

Falcon C106

Phone C108

Opp

C10 1A4

C110

19 A9.1

C106

C108

C109

Phone C109

Suite 1250 63101-1236 Fax: 314.621.0261 www.fox-arch.com

2' - 5 1/2"

03/12/2012

5' - 5 7/8"

7 A12.2 9

A9.2

Lobby W1006

Corridor C100

E.J., RE: 19/A12.2 15

AD38 20 A12.2

AD36

E.J., RE: 19/A12.2

A9.2

? ?

A11.1

9' - 9 3/4" 2

V.I.F.

C100A

22 A6.1 4

13 1 7

AD32 A6.1

A8.1

4 7

Opp

C100C

20 A12.2

5' - 0"

Lobby E1000

9' - 9 3/4" V.I.F.

C100B

A8.1

N.I.C.

J.6

1/8" = 1'-0"

GENERAL NOTES - FLOOR PLAN ALL PARTITION TYPE 1 - U.O.N. RE: A5.1 FOR PARTITION TYPES

ALL GWB SURFACES SHALL BE FINISHED TO A LEVEL 4 FINISH U.O.N.

PATCH/REPAIR EXISTING GWB AS REQUIRED FOR NEW FINISHES

USE 5/8" CEMENT BOARD IN LIEU OF GWB BEHIND ALL WALL TILE.

USE GWB FINISH, TRIM, AND FRAMING PRODUCTS APPROPRIATE FOR WET LOCATIONS AT ALL LOCATIONS WHERE MOISTURE IS PRESENT.

COORDINATE WITH OWNER'S SECURITY VENDOR, OWNER'S A/V VENDOR, AND OWNER'S FIRE DETECTION VENDOR. SUBMIT ALL LAYOUTS / LOCATIONS / PRODUCT CUT SHEETS TO ARCHITECT FOR REVIEW AND APPROVAL.

KEYED NOTES - FLOOR PLAN L.

ALL BIDDERS SHALL VISIT THE SITE OF THE WORK TO FAMILIARIZE THEMSELVES WITH THE EXISTING CONDITIONS AND INCLUDE ALL WORK NECESSARY TO COMPLY WITH THE INTENT OF THE WORK. ADDITIONAL COMPENSATION WILL NOT BE AWARDED FOR WORK OMITTED FROM THE CONTRACTOR'S PROPOSAL WHEN SUCH WORK COULD HAVE BEEN ASCERTAINED FROM A DETAILED REVIEW OF THE EXISTING CONDITIONS AND THE "INTENT" DESCRIBED IN THE DOCUMENTS.

PERFORM WORK IN ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES HAVING JURISDICTION.

"TYPICAL" MEANS TYPICAL FOR ALL SIMILAR CONDITIONS U.O.N.

"ALIGN" MEANS SIMILAR COMPONENTS OF CONSTRUCTION (E.G. WALLS, JAMB, ETC.) SHALL BE IN LINE ACROSS VOIDS.

REFER TO S-SERIES DRAWINGS FOR DIMENSIONAL LOCATION OF RECESSED CONCRETE WALL

ALL WORK SHOWN "N.I.C." (NOT IN CONTRACT) IS TO BE ACCOMPLISHED BY A CONTRACTOR WHO IS NOT INCLUDED AS PART OF THE CONSTRUCTION AGREEMENT. THE GENERAL CONTRACTOR IS TO COORDINATE WITH "OTHER" CONTRACTORS PERFORMING N.I.C. WORK WHICH IMPACTS OR RELATES TO WORK WHICH IS PART OF THE "CONSTRUCTION AGREEMENT".

THE EXACT LOCATION OF WALL TO BE COORDINATED AGAINST A/V SHOP DRAWINGS

DOWNSPOUT; RE: SHEET A7.1 FOR MORE INFO

IMMEDIATELY REPORT DISCREPANCIES BETWEEN CONTRACT DOCUMENTS AND FIELD CONDITIONS TO CONFIRM THE WORK IS BUILDABLE AS SHOWN.

ALL DIMENSIONS ARE FROM FACE-OF-PARTITION TO FACE-OF-PARTITION U.O.N. UNDER NO CIRCUMSTANCES SHALL ANY MEASUREMENT BE SCALED FROM THE DRAWINGS. ANY MEASUREMENT NOT GIVEN AN ACTUAL NUMBER DIMENSION SHOULD BE BROUGHT TO THE ARCHITECT'S ATTENTION BEFORE PROCEEDING.

CONCIERGE CASEWORK BY OTHERS; GC TO PROVIDE FINISH FLOOR, POWER, LIGHTING FEEDS AND A/V & IT ROUGH-IN

MISCELLANEOUS BLOCKING: PROVIDE ALL NECESSARY BLOCKING AT ALL NEW MILLWORK ITEMS SHOWN ON THE DRAWINGS WHETHER N.I.C. OR INCLUDED IN THE SCOPE OF THIS CONTRACT. THIS INCLUDES, BUT IS NOT LIMITED TO PLASTIC LAMINATE SHELVES, CABINETS, AND COUNTERTOPS.

ROUND COLUMN ENCLOSURE; 2-PIECE SNAP-TIGHT OR TAPED ENCLOSURE

PROVIDE INTAKE AND EXHAUST LOUVERS SIZED AS NOTED ON M-SERIES DWGS; SEE STRUCTURAL FOR TYPICAL STEEL LINTEL AND COORDINATE EXACT PLACEMENT AGAINST EXTERIOR METAL PANEL SHOP DRAWINGS

W. F.

G. H.

THE USE OF SURFACE-MOUNTED CONDUIT (WIRE MOLD) IS NOT PERMITTED ON ANY PARTITION; ALL TO BE PLACED IN WALL PRIOR TO INSPECTION AND FINISHING OF WALL. ALL STRUCTURAL STEEL (COLUMNS, BEAMS, JOISTS, ETC.) SHALL BE SPRAYED WITH 2-HOUR CEMENTICIOUS FIRE PROOFING ALL APPLIANCES ARE SUPPLIED AND INSTALLED BY GENERAL CONTRACTOR. VERIFY ALL APPLIANCE DIMENSIONS BEFORE PROCEEDING WITH MILLWORK CONSTRUCTION.

FLOOR LEVELING: PROVIDE FLOOR LEVELING REQUIRED TO ENSURE PROPER INSTALLATION OF FLOOR FINISH AND BUILT-IN ITEMS. FEATHER LEVELING COMPOUND SO THAT "PITCH" IS UNDETECTABLE AT A STANDARD WALKING PACE.

PROVIDE AND INSTALL HEAVY-GAUGE METAL BACKING PLATE IN WALLS FOR ALL BUILT-IN MILLWORK, TYPICAL. SEE MILLWORK DETAILS FOR MORE INFORMATION.

EXISTING / NEW GWB: WHERE NEW GWB WORK ABUTS EXISTING GWB TRIM, REMOVE EXISTING METAL TRIM AND APPLY FIBERGLASS REINFORCED TAPE AT TRANSITION TO ENSURE FLUSH FINISHED CONDITION AT VISIBLE JOINT.

FIRE EXTINGUISHER CABINETS (FEC)TO BE SEMI-RECESSED WITH SQUARE EDGE, AND MANUFACTURER'S STANDARD GLASS DOOR DESIGN. PAINT FEC EXTERIOR SURFACES TO MATCH ADJACENT SURFACE. COORDINATE ALL LOCATIONS WITH ARCHITECT. DUE TO THE LIMITED SCOPE AND COMPLEXITY OF THE FIRE PROTECTION WORK, THIS WORK IS TO BE DESIGN-BUILD. THE FIRE PROTECTIO DESIGN/BUILD CONTRACTOR IS RESPONSIBLE FOR ENGINEERING AND COORDINATING WITH THE OTHER BUILDING SYSTEMS SO AS TO COMPLY WITH THE INTENT DESCRIBED ON HE DRAWINGS, USER/TENANT OPERATIONAL REQUIREMENTS, ALL APPLICABLE CODES, BUILDING PERMIT REQUIREMENTS, AND EQUIPMENT PROVIDED BY THE OWNER.

X. Y.

MOUNTING HEIGHTS (U.O.N.): FIRE EXTINGUISHER CABINETS -

4'-6" TO TOP OF CABINET

ELECTRICAL DEVICES -

OUTLETS @ 18" A.F.F. PER TAS - U.O.N. SWITCHES @ 48" A.F.F. PER TAS

COAT HOOKS -

FOLLOW INTERIOR ELEVATIONS AND ARCHITECTURAL HARDWARE NOTES.

THERMOSTATS -

LOCATE 6" ABOVE LIGHT SWITCH ON SAME "CENTERLINE".

NOT USED

COORDINATION OF ALL WORK TO MEET THE PROJECT DESIGN INTENT, AS DESCRIBED ON THE DOCUMENTS, IS THE GENERAL CONTRACTOR'SRESPONSIBILITY.

ALL GWB OUTSIDE CORNERS AND EDGES SHALL RECEIVE METAL CORNERBEAD OR EDGE TRIM. UNDER NO CIRCUMSTANCES SHOULD "U" BEAD BE USED.

REVISIONS 1 2 6 7 9 11 15 17 18 23

Addendum 01 Addendum 02 PR 3 PR 4 ASI 3 ASI 4 PR 7 PR 10 PR 10 - Revised PR 12

9/14/2012 9/27/2012 12/3/2012 12/3/2012 12/17/2012 01/04/2013 01/30/2013 02/13/2013 02/28/2013 04/08/2013

CENTER PARTITION ON MULLION AT PERIMETER WHERE OCCUURS - U.O.N. 8

THE LOWER WALL FRAMING TO SUPPORT THE REAR PROJECTION SCREEN TO BE 16 GA MTL STUDS AT 12" O.C. THE REST OF THE WALL IS FRAMED PER PTN TYPE NOTED

PROVIDE 3/4" FT WD BLOCKING BEHIND GWB FOR FLAT PANEL TV MOUNTING BRACKET. COORDINATE EXACT LOCATION IN FIELD WITH ARCHITECT

Date

03/12/2012

Sheet No.

PROVIDE 30" x 30" METAL ACCESS PANEL IN GWB PARTITION BELOW AND BETWEEN THE FRAMES OF THE BARCO PANELS. V.I.F.

A3.1 Project No. Drawn By

POWER DOOR DEVICES -

FLOOR PLAN

J.5

Sheet Title

J.4

1100 W Louis Henna Boulevard West Round Rock, Texas 78681

Intelligent Operations Center

Project

F Floor Plan - Package 1

Emerson Process Management

SAME AS SWITCHES, U.O.N. BY CODE Checked By

1023.02 JH, KM RD 6/13/2013 10:56:57 AM

2 GLF

Demo/Display C101C GLF 2

WC1

WC1 4

03/12/2012

1 G LF

4' 1"

Suite 1250 63101 1236 Fax: 314.621.0261 www.fox arch.com

" 6' 8

Dining C101E

TYP.

CT4

TYP.

6' 8"

C1 8

CT4

WC 1

Phone Phone C109 C108

4' 1"

Multipurpose C110

GLF 2

GLF1

Falcon C106

WC1 FWP1 /EGL

WC1

Corridor C101F

4' 1 "

CT4

Anteroom C101A

WC1 FWP1/EGL 6

GLF2

Lounge C101B

WC2

CT2

CT4

TYP.

WC 1

FWP1

1 WC

CONSTRUCTION PROJECT MANAGER LML GROUP, LLC 12700 HILL COUNTRY BLVD., SUITE S#100 BEE CAVE, TX 78738 (512) 431#8590 LARRY LEONARD

CT4

4 CT

CT4

EMERSON PROJECT MANAGER EMERSON PROCESS MANAGEMENT 12301 RESEARCH BLVD. AUSTIN, TX 78759 (512) 834#7623 NORMAN ERLANDSON

WC1

TYP.

Eagle C103

500 Washington Avenue St. Louis, Missouri Main: 314.621.4343 fox@fox arch.com

A/V C104

GLF2

Hawk C105

WC1

GLF2

MEP ENGINEER SSC ENGINEERING, INC. 18207 EDISON AVENUE CHESTERFIELD, MO 63005 (636) 530#7770 MIKE SWIM, PE

2 5 4

CT4

WC2

Mechanical C114

ADA C113 CT1/ ST1

C4 CONC

Women C112 CT1/ ST1

iOps C102

A/V & IT C107

CT1/ ST1

Badging E1000C

CT 4

I.T. CONSULTANT STRAVIS TECHNOLOGIES 1111 SOUTH MAIN STREET, SUITE 128 GRAPEVINE, TX 76051 (903) 436#4601 TOM DEFRANGE

CT4 9

WC3

CT4

WC3

Vestibule E1000A

CT4

WC3

Security E1000B C4

CT4

Vest. E1000D

STRUCTURAL ENGINEER SSC ENGINEERING, INC. 18207 EDISON AVENUE CHESTERFIELD, MO 63005 (636) 530#7770 RICHARD KWIATKOWSKI, PE, SE

WD 2

CT4

WD 2

Vestibule W1006A

Men C111

Concierge C101

Display C117 WC1

CT2

WC2

CT4

C3 EJ 3

Lobby W1006

EXT'G

Corridor C100

Lobby E1000

EXT'G

ELEVATOR LOBBY E1020 ELEVATOR LOBBY E1008

CORRIDOR E1019

HARD WOOD EDGE

REFER TO THIS SHEET FOR MATERIAL SCHEDULE AND ROOM FINISH SCHEDULES

WHERE NEW FINISHES ARE SCHEDULED, REMOVE AND/OR PREPARE EXISTING SUBSTRATE AS REQUIRED TO ENSURE CONDITIONS ARE IN COMPLIANCE WITH MANUFACTURER'S RECOMMENDATIONS FOR THE APPLICATION OF THE NEW FINISH.

KEYED NOTES FINISH PLAN

WHERE PATCHING IS REQUIRED REFINISH AS FOLLOWS UNLESS OTHERWISE NOTED: 1) REPLACE WALLCOVERING TO NEAREST SEAM. 2) REPLACE BASE TO NEAREST SEAM. 3) REPLACE TILE OR STONE TO NEAREST TILE JOINT. MATERIAL SCHEDULE:

D. 1

ROUND COLUMN ENCLOSURES AT ALL EXPOSED COLUMNS. ALL TO BE PAINTED P#1, TYP U.O.N.

AVAILABILITY # AT TIME OF BID AND CONTRACT AWARD, NOTIFY ARCHITECT OF ANY DESIGNATED SELECTIONS THAT ARE NO LONGER AVAILABLE.

CUSTOM COLUMN ENCLOSURE AND PRODUCT DISPLAY CASE BY OTHERS. INSTALL BY GC

SUBSTITUTIONS # NONE # EXCEPT PAINT AND WOOD FINISH PAINT SELECTIONS LISTED WERE MADE TO IDENTIFY COLOR. SUBSTITUTE PAINT MANUFACTURERS ARE ACCEPTABLE IF: * EXACT COLOR MATCH OF SPECIFIED PAINT IS PROVIDED * QUALITY GRADE IS EQUAL TO "PAINT SYSTEM" SPECIFICATION IDENTIFIED BY SPECIFICATIONS

FIELD VERIFY EXTENT ON NEW WOOD INFILL

SOLID SURFACE COUNTER TOP AND EDGE

PAINT: E.

SCOPE # PAINT THE FOLLOWING: 1.) ALL SCHEDULED AND EXISTING SURFACES 2.) ALL WALLS, P#1 U.O.N. 3.) GWB CEILING SOFFITS AND BULKHEADS, P#4 U.O.N. 4.) EXPOSED ELECTRICAL PANELS, HVAC GRILLES, ACCESS PANELS, AND FIRE EXTINGUISHERS TO MATCH ADJOINING SURFACES. 5.) TELEPHONE/DATA FACEPLATES AND ELECTRICAL DEVICE FACE PLATES TO BE WHITE, EXCEPT ON WOOD WALLS, PROVIDE BROWN.

PROVIDE CERAMIC TILE BASE (CTB1) TO MATCH FLOOR WITH FINISH TOP EDGE

PROVIDE RUBBER BASE AT ALL WC#1 WALLS. RE: 18/A12.2 FOR MORE INFO

REINSTALL WOOD PANELING SALVAGED FROM PREVIOUS CONSTRUCTION PHASE.

CARPET OUTLINE TO ALIGN WITH GWB CEILING SOFFIT ABOVE

MANUFACTURER

DESCRIPTION

ACT1

ACOUSTICAL CEILING TILE

ARMSTRONG

24"x24" W/6" METAL STRIP EVERY 102" ACT1A: 6" METAL STRIP EVERY 78" 15/16" WHITE TEGULAR GRID

ACOUSTICAL CEILING TILE

ARMSTRONG

#3255 OPTIMA 24"x24" SQUARE TEGULAR, 15/16" WHITE TEGULAR GRID

ACOUSTICAL CEILING TILE

ARMSTRONG

ACT2

ACT3

ACT4

NOT USED

CARPET TILE

LEES

INTERFACE FLOR

VINYL BASE: INSTALL VINYL BASE TO ALL WALLS U.O.N. USE STRAIGHT BASE IN CARPETED AREAS. USE COVED BASE IN CONCRETE AREAS. ALL STONE OR TILE FLOORING TO RECEIVE SAME MATCHING BASE WITH EXPOSED FINISH EDGES.

#3255 OPTIMA 48"x48"x1" SQUARE TEGULAR, 15/16" WHITE TEGULAR GRID

ALLITERATION #139129725 SAGE / PRAIRIE #9725 BRICK INSTALLATION

CARPET TILE

LEES

THE FLOW MODULAR GT109 344 BRIAR MONOLITHIC INSTALLATION

CARPET TILE (WALK#OFF MAT)

SHAW

BONJOUR TILE 10118 EBONY

CERAMIC TILE

DALTILE

CT1

REMARKS

THE FLOW MODULAR GT109 228 CASTLE GREY MONOLITHIC INSTALLATION

RITTENHOUSE SQUARE WHITE K101 SEMIGLOSS

3"X6" FIELD

CT2

CERAMIC TILE

CROSSVILLE

RETRO ACTIVE 0870 SEAL TAUPE UNPOLISHED (UP)

6"X12"

CT3

CERAMIC TILE (COVED BASE)

CROSSVILLE

2"X12"

CT4

CERAMIC TILE

EDILGRES SIRIO

RETRO ACTIVE 0870 SEAL TAUPE UNPOLISHED (UP) SAVANA BIANCO TP34621 MATTE RECTIFIED

STONE: 1.) SIZE: AS NOTED, U.O.N 2.) BOND PATTERN: RUNNING 3.) FINISH: AS SPECIFIED 4.) SETTING METHOD: MODIFIED THIN SET EPOXY MASTIC TO ACCOMMODATE 3/4" BED. 5.) FLOOR JOINTS TO BE PER MANUFACTURER REQUIREMENTS OR 1/8" WIDE 6.) EPOXY GROUT: TO BE SELECTED BY ARCHITECT FROM MANUFACTURER STANDARDS. FULL COLOR RANGE AVAILABLE. 7.) THRESHOLD: STONE TRIM AT ALL TRANSITIONS BETWEEN DISSIMILAR FLOOR MATERIALS. U.O.N. ON TRANSITION DETAILS.

PROVIDE ST4 AS ALTERNATE FINISH

ITEM

15 CT5

MANUFACTURER

DESCRIPTION

PAINT

BENJAMIN MOORE

WHITE DOVE #OC#17 FINISH: EGGSHELL

PAINT

BENJAMIN MOORE

VAN COURTLAND BLUE #HC#145 FINISH: EGGSHELL

PAINT

BENJAMIN MOORE

CANYON ISLANDS #952 FINISH: EGGSHELL

PAINT

BENJAMIN MOORE

PAINT

BENJAMIN MOORE

PAINT

BENJAMIN MOORE

BLACK FINISH: EGGSHELL

PAINT

BENJAMIN MOORE

TO MATCH PRECAST EXTERIOR FINISH: EGGSHELL

P8 PL1

NOT USED

PL2

NOT USED

RB1

RUBBER BASE

JOHNSONITE

2 1/2" ROLLED RUBBER 32 PEBBLE WG

RB2

MILLWORK BASE

JOHNSONITE

2 1/2" MILLWORK BASE # MANDALAY COLOR: 179 STEEL

EXT'G GLASS

FWP1

FABRIC WRAPPED PANEL

KNOLL TEXTILES

FWP2

FABRIC WRAPPED PANEL

KNOLL TEXTILES

GLF1

GLASS FILM

DECORATIVE FILMS, LLC.

GLASS FILM

LLUMAR

BOLLYWOOD / SCREENPLAY SERIES WC1015/3 BADAL CLOUD UNBACKED, WRAPPED PANELS VINYL COATED POLYESTER 100% 54"W INTERKNIT W1090/11 SLATE UNBACKED, 100% POLYESTER, 66"W

PLASTIC LAMINATE

WILSONART LAMINATE

REMARKS TYPICAL THROUGHOUT

Number 15

SUPER WHITE #I#02 FINISH: FLAT WHITE DOVE #OC#17 FINISH: LACQUER

TO MATCH ED CENTER MILLWORK

18 6 18 6 1 1

DOWNTOWN GREEN OPAL TUMBLED MOSAIC TILE

ST2

STONE / SOLID SURFACE

HANWHA # HANEX

HANEX SOLID SURFACE # CLASSICS COLOR TBD

ST3

STONE

HANWHA # HANEX BELLASSIMO COLLECTION

BL#009 LATIERRA

ST4

STONE

VCT1

VINYL COMPOSITION TILE

MANNINGTON# SOLIDPOINT

CAMEO WHITE #341

12"x12"x1/8"

WC1

WALLCOVERING

RJF INTERNATION CORPORATION

ARBOR SERIES AS 6X9 SAPELE QC U30 1604AB7831001 G 7871227 ROXEN 52/54" W 100% VINYL

STAINED TO MATCH ARCH. SAMPLE

WRAPPED ACOUSTICAL/ TACKABLE PANELS

WC3

WALLCOVERING

WOLF GORDON

SIMGLAS: SGD#6001 MANHATTEN 48" OR 60" wide APPLY TO OUTSIDE OF GLASS

SEE ELEVATIONS FOR HEIGHTS

WDB1

WOOD BASE

NOT USED

G 7430736 SHANNON COTTON 52"W ##

WDB2

WOOD BASE

SALVAGE EXISTING

MATCH EXISTING

ETCHED FROSTED FILM #NRMV60F#PS3 APPLY TO OUTSIDE OF GLASS

SEE ELEVATIONS FOR HEIGHTS

WD1

WOOD PANELING

SALVAGE EXISTING PANELS

NATURAL WALNUT TO MATCH EXTG

REMARKS , MATERIAL SCHEDULE:

USE EXISTING STOCK ON SITE

C100 C101 C101A C101B C101C C101E C101F C102 C103

C104 C104A 15 1 C105

CLASSIC TILE AND MOSAIC

WOLF GORDON

1 15

STONE

WALLCOVERING

15 5

D91#60 SLATE GREY

WC2

15 1 15

11 7/8" X 23 5/8"

WRAPPED ACOUSTICAL/ TACKABLE PANELS

AT CEILINGS

ST1

NOT USED

EGL

GLF2

ITEM

C106 C107 C108 C109 C110 C111 C112 C113 C114 C116 C117 E1000 E1000A E1000B E1000C E1000D E1008 E1019 E1020 W1006 W1006A

Room Name

FLOOR

BASE

ROOM FINISH SCHEDULE WALLS NORTH EAST SOUTH

Corridor Concierge Anteroom Lounge Demo/Display Dining Corridor iOps Eagle

C3/CT4 CT4 C2 CT4 CT4 CT4 CT4 C1 C1/C2

RB2 RB2 RB2 RB2 RB2 RB2 RB2 RB2 RB2

GL1/P1/WC3 ## WC1 ## ## ## ## FWP1 FWP1/WC1

## P1 ## ## ## GLF1 P1 FWP1 GLF1

P3 GL1/P1 WC1 WC1 ## P1 P1 GL1 FWP1/WC1

A/V A/V Hawk

C1 C1 C1/C2

RB1 RB1 RB2

P6 P6 FWP1/WC1

P6 P6 FWP1

Falcon A/V & IT Phone Phone Multipurpose Men Women ADA Mechanical Service Display Lobby Vestibule Security Badging Vest. ELEVATOR LOBBY CORRIDOR ELEVATOR LOBBY Lobby Vestibule

C1 VCT1 C1 C1 C1 CT2 CT2 CT2 CONC CT3 VCT1 C3/CT4 C4 C1 C1

RB1 RB1 RB1 RB1 RB1 CT3 CT3 CT3 RB1 RB1 RB1 WDB2/RB2 RB1 RB1 RB1

P1 P1 P1 P1 P1 WC2 WC2 WC2 P1 P6 P1 WC3 P1 P1 P1

GLF2 GL P1 P2 P1 CT1/ST1/WC2 CT1/ST1/WC2 CT1/ST1 P1 P6 P1 EXIST WD1 P7 P1 P1

P1 P1 P2 P2 P1 CT1/ST1 CT1/ST1 CT1/ST1 P1 P6 P1 EXIST/ST2 P1 P1 P1

WEST

CLNG

## WC1 ## GLF1 GLF1 ## ## P1 FWP1/WC1

GWB ACT1 GWB/P4 ACT1 ACT1 ACT1 ACT1 ACT3 GWB/P4/AC T3 P6 ## P6 ## GLF1 GWB/P4/AC T3 P2 ACT1A P2 ACT2 P2 ACT2 P1 ACT2 P1 ACT2 CT1/ST1/WC2 GWB/P4 CT1/ST1/WC2 GWB/P4 CT1/ST1 GWB/P4 P1 ## P6 GWB/P4 P1 GWB/P4 ## GWB/P4 P1 GWB/P4 P1 ACT2 P1 ACT2

CASEWORK

REMARKS

1, 8 2 3, 4 3 ST2/P5

REVISIONS PL1 PL1

6 6 6

ST3 ST3

1 2 5 6 7 15 18 22

Addendum 01 Addendum 02 PR 2 PR 3 PR 4 PR 7 PR 10 # Revised ASI 8

9/14/2012 9/27/2012 10/24/2012 12/3/2012 12/3/2012 01/30/2013 02/28/2013 04/01/2013

Date

03/12/2012

Sheet No.

C3/CT4 C4

WDB2/CT5 WC3 RB1 P1

## P1

EXIST/ST2 P1

EXIST WD1 P7

GWB/P4 GWB/P4

REMARKS ROOM FINISH SCHEDULE 1. 2. 3. 4. 5. 6. 7. 8.

FINISH PLAN

FLOORING TYPE CHANGE

CODE

Sheet Title

MATERIAL LEGEND

1100 W Louis Henna Boulevard West Round Rock, Texas 78681

GENERAL NOTES FINISH PLAN

Intelligent Operations Center

LEGEND FINISH PLAN

Emerson Process Management

1/8" = 1' 0"

Project

Finish & Furniture Plan

NEW CEILING TO ALIGN WITH EXT'G PRODUCT DISPLAY BY OTHERS REFER TO RCP FOR MORE INFORMATION PROVIDE 2 1/2" x 2 1/2" WOOD BASE TO MATCH WC1 REFER TO ELEVATION FOR LOCATION OF FABRIC WRAPPED PANELS SIMILAR TO ACT1 BUT MATCH EXT'G BUILDING STANDARD ## USE ST2 SPLIT FACE ON WALLS

A3.2 Project No.

FOR REFERENCE ONLY

Drawn By Checked By

1023.02 JH, KM RD 4/1/2013 2:38:42 PM

J.5

Dining C101E F1

Falcon C106

ADA C113

F5 EQ.

2' - 5"

F5 8' - 0"

EQ.

4' - 8 3/4"

15 13

Women C112

19 A12.3

F5 10' - 0"

GWB 10' - 6" A.F.F. F1

5' - 0"

GWB 9' - 9" A.F.F.

10' - 0"

2' - 2 3/4"

13 F6

Men C111

ACT2 8' - 0" A.F.F.

LINE OF EXISTING LIGHT COVE ABOVE

13 F5

GWB 12' - 0" A.F.F.

F9 F6

F11 F11

F11

F6 13

CONSTRUCTION PROJECT MANAGER LML GROUP, LLC 12700 HILL COUNTRY BLVD., SUITE S-100 BEE CAVE, TX 78738 (512) 431-8590 LARRY LEONARD

F6 F6 F6

MEP ENGINEER SSC ENGINEERING, INC. 18207 EDISON AVENUE CHESTERFIELD, MO 63005 (636) 530-7770 MIKE SWIM, PE

F4 B

Lounge C101B

F11

iOps C102

F11

F5 F5

F13

10' - 0"

F11

F11 F11

10' - 0"

F11

F5 10' - 0"

F11

10' - 0"

5' - 0"

GWB 11' - 0"2A.F.F. AD38

F5 F12

F12

F5 F12

ACT2 9' - 0" A.F.F.

5' - 0"

F12

13 F5 F12

5' - 0"

F5 10' - 0"

5' - 0"

Corridor C100

GWB 10' - 6" A.F.F.

47' - 0 1/4" (V.I.F.)

10' - 0"

F5 10' - 0"

F12

GWB 11' - 0" A.F.F.

10' - 0"

13 8' - 0" F5

EQ. F5

13 F1

GWB 10' - 6" A.F.F. F1

Vestibule E1000A

EQ.

6 F1

10' - 0"

Security E1000B

10' - 0"

I.T. CONSULTANT STRAVIS TECHNOLOGIES 1111 SOUTH MAIN STREET, SUITE 128 GRAPEVINE, TX 76051 (903) 436-4601 TOM DEFRANGE

Vest. E1000D

Badging E1000C

F11

GWB 9' - 0" A.F.F. F6

ACT2 9' - 0" A.F.F.

F5 F5

Concierge C101

AD36 F1 F1

A9.3

F11

GWB 9' - 0" A.F.F.

STRUCTURAL ENGINEER SSC ENGINEERING, INC. 18207 EDISON AVENUE CHESTERFIELD, MO 63005 (636) 530-7770 RICHARD KWIATKOWSKI, PE, SE

0.7 17

10' - 0"

EMERSON PROJECT MANAGER EMERSON PROCESS MANAGEMENT 12301 RESEARCH BLVD. AUSTIN, TX 78759 (512) 834-7623 NORMAN ERLANDSON

0.2

F11

A/V & IT C107

10' - 0"

F4 A

F11

10' - 0"

F11

19 A4.2

F11

9' - 7 1/4"

F11

AD29

6 8' - 0"

A/V C104A

7 F1

13 F1

F5 10' - 0"

F6 13

13 F1

19 A12.3

F5 10' - 0"

F6 5

Lobby W1006 F1

GWB 8' - 0" A.F.F.

5' - 0"

5' - 0" F7

GWB 8' - 0" A.F.F.

5' - 0"

Vestibule W1006A

5 3' - 0"

Anteroom C101A

4' - 6"

Eagle C103

2' - 5"

F8 15 13 F6

GWB 11' - 0" A.F.F. OPEN TO STRUCT.

3' - 0" F6

GWB 8' - 0" A.F.F. F6 13

7' - 10"

5' - 0"

Mechanical C114

2' - 5"

OPEN TO STRUCT.

1' - 9"

2' - 8"

13 F5

2' - 5"

7' - 10"

EQ EQ

F11

Hawk C105

ACT2 8' - 0" A.F.F.

0.7

F11

A/V C104

F11

ACT1A 8' - 0" A.F.F.

Multipurpose C110 F1

A12.3

13 F5

F1 F2

F11

AD28F5

ACT2 8' - 0" A.F.F.

F11

8 AD24

Demo/Display C101C

F11

Phone C108

ACT2 8' - 0" A.F.F.

F11

F11 F11

Corridor C101F

F4 A

A12.3

F4 B

GWB F6 9' - 9" A.F.F. F6

Phone C109

F4 B

11 1 AD26 A4.2

0.2

F5 F1

0.1

A12.3

2' - 5"

Service C116 F6

03/12/2012

13 F1

Lobby E1000

0.1

Suite 1250 63101-1236 Fax: 314.621.0261 www.fox-arch.com

500 Washington Avenue St. Louis, Missouri Main: 314.621.4343 fox@fox-arch.com

10' - 0"

GWB 12' - 0" A.F.F.

10' - 0"

9' - 7 1/4"

8' - 0"

4' - 7 7/8"

LINE OF EXISTING LIGHT COVE ABOVE

A9.3

J.6

J.5

Reflected Ceiling Plan 1/8" = 1'-0"

NOT USED.

ALL GRIDDED CEILINGS TO BE ACT-1 U.O.N. - COORDINATE WITH FINISH PLANS

ALL BUILDING CEILINGS SHOWN HATCHED OR SHADED ARE EXISTING, U.O.N.

ALL CEILING AND FIXTURE DIMENSIONS NOTED ABOVE FINISH FLOOR (A.F.F.) ARE FROM BOTTOM OF FIXTURE AND CEILING PAD.

F. G.

PER SPEC., SUBMIT SHOP DRAWINGS ON ALL SPECIAL CEILING ITEMS FOR ARCHITECTURAL REVIEW OF SEAMS, JOINTS, & LAYOUT. IF ANY CEILING ELEMENTS CANNOT BE INSTALLED AS SHOWN DUE TO CONFLICTS WITH EXISTING PIPING, DUCTWORK, OR STRUCTURE, CONTACT ARCHITECT FOR DIRECTION BEFORE PROCEEDING WITH THE INSTALLATION. LOUVERS, GRILLES, AND DIFFUSERS SHALL BE PREFINISHED TO MATCH CEILING. IN CASES WHERE THESE ITEMS ARE NOT AVAILABLE FROM THE MANUFACTURER IN A PREFINISHED COLOR TO MATCH THE CEILING, PROVIDE AN AUTOMOTIVE PAINT FINISH OR ELECTROSTATIC PAINTED FINISH TO MATCH THE CEILING. FOLLOW FINISH SCHEDULE AND NOTES FOR SELECTED COLOR. RESPECTIVE CONTRACTORS SHALL COORDINATE AND REVIEW LOCATIONS OF ACCESS PANELS IN NEW GWB CEILINGS/SOFFITS REQUIRED TO PROVIDE ACCESS TO NEW AND EXISTING VALVES, JUNCTION/PULL BOXES, DAMPERS, ETC. REVIEW FINAL LOCATION WITH ARCHITECT PRIOR TO INSTALLATION.

F11 2'x4' LAY-IN FLUORESCENT FIXTURE

KEYED NOTES - RCP 12 Gage Hanger Wire

ZINC PANEL SOFFIT TO MATCH EXT'G

5" DIA. DOWNSPOUT. PROVIDE 2-PIECE TRIM RING AT SOFFIT PENETRATION, DOWNSPOUT TO BE OF SUFFICIENT GA TO SPAN SOFFIT TO GRADE MIN, 12 GA.

6" DIA. DOWNSPOUT. PROVIDE 2-PIECE TRIM RING AT SOFFIT PENETRATION, TIEBACK TO ZINK PANEL CAN BE USED; MAX TWO.

COORDINATE CEILING IN THIS AREA WITH CONCIERGE MANUFACTURER

ACCESS PANEL; COORDINATE EXACT LOCATION WITH M-SERIES DRAWINGS AND ARCHITECT IN FIELD

4" LED DOWNLIGHT

F12 NOT USED

12'-0" Ø CIRCULAR RECESSED FIXTURE WINONA 6200-FC-LC-12D-F-120-OAF-SGW-X-STD W/ LAMPS

F3 CONCEALED COVE LED STRIP F13

F4 6" RECESSED LED DOWNLIGHT FIXTURE

Sjcg Clip

SECURITY CAMERA C

Electrical Fixture Mechanically Fasten To Suspension System

F5 CABLE TRAY

6" RECESSED FLUORESCENT DOWNLIGHT FIXTURE

Main Grid Run

HVAC SLOT DIFFUSER (COORDINATE WITH MECHANICAL)

SUSPENDED LINEAR FLUORESCENT FIXTURE, 9'-0" A.F.F.

ECExpansion Clip

At Recessed Downlight 45°

F7 2'x2' ACT CEILING

COVE LIGHT

(2) 12 Gage Hanger Wires @ Opp. Corners To Structure

F8 WALL MOUNTED FLUORESCENT STRIP FIXTURE

GWB CEILING

LOCATION FOR LIGHT SWITCHING IS INDICATED ON THE E-SERIES DRAWINGS. ROOMS IN WHICH NO SWITCH IS SHOWN SHALL BE CONTROLLED BY SWITCHES CONTROLLING THE LIGHTS WITHIN THE GENERAL WORK/OFFICE AREAS. IF THE NUMBER OF FIXTURES REQUIRES MORE THAN A BANK OF FIVE (5) SWITCHES, PROVIDE "CONTRACTOR" ABOVE THE CEILING AND USE ONLY ONE SWITCH. SALVAGE ALL EXISTING LIGHT FIXTURES REMOVED AS A PART OF THIS WORK. COORDINATE WITH ARCHITECT FOR POSSIBLE LOCATIONS FOR THEIR REUSE.

DETAIL - LIGHT FIXTURE

Electrical/Hvac Fixture - Mechanically Fasten To Suspension System

ILLUMINATED EXIT SIGN 4'x4' TECHNICAL PANEL CEILING

Act & Grid

NOTE:

AT FIXTURES SHADED IN PLAN, SUPPLY WITH BALASTS ACCOMODATING EMERGENCY 90 MIN BACK UP. RE: TO E-SERIES DWGS. FOR MORE INFORMATION.

At Lay-In Fixture

REFLECTED CEILING PLAN

6" ADJUSTABLE LED

7 8

PROVIDE 3/4" V-GROOVE CONTROL JOINT IN GWB CEILING PROVIDE 1-1/2" W-GROOVE EXPANSION JOINT IN GWB CEILING PROVIDE SAME EXPANSION/CONTROL JOINT IN GWB FACIA AND SOFFIT

REFER ENLARGED RCP FOR MORE INFO AND LIGHTING LAYOUT ABOVE ACRYLIC PANELS

COORDINATE EXACT PLACEMENT OF LIGHT FIXTURE IN THE FIELD

GWB SOFFIT REFER TO DETAILS NOTED ON ENLARGED PLANS

RE; DETAILS 7/A12.2 AND 7/A12.3 FOR MORE INFO. GLASS PARTITION SLOPE 10% FROM VERTICAL

PROVIDE EMERGENCY POWER TO LIGHT FIXTURE AS NOTED ON E-SERIES DRAWINGS

NOT USED

COORDINATE EXACT LOCATION OF AIR DEVICE THIS ROOM WITH MECHANICAL. LIGHT FIXTURE LAYOUT TO BE INSTALLED AS SHOWN

ADD MANUAL ROLLER SHADES. MATCH BUILDING STANDARD

Sheet Title

REFER TO E-SERIES DWGS. FOR ENGINEERING INFORMATION; I.E., CIRCUITING, FIXTURE SCHEDULE, ETC. ARCHITECTURAL DWGS. TAKE PRECEDENT FOR FIXTURE LOCATION, EXITING, AND EGRESS PATHWAY.

F10

1100 W Louis Henna Boulevard West Round Rock, Texas 78681

REFER ALSO TO E-SERIES DWGS FOR LIGHT FIXTURE INFO 6" X 4' LINEAR FLUORESCENT FIXTURE (COMPATIBLE WITH ARMSTRONG TECH ZONE CEILING)

Intelligent Operations Center

GENERAL NOTES - REFLECTED CEILING PLANS

DIRECT/INDIRECT SUSPENDED FIXTURE COORDINATE ENDCAPS WITH RCP

REFLECTED CEILING LEGEND

Emerson Process Management

J.4

Project

REVISIONS 1 2 5 7 17 23

Addendum 01 Addendum 02 PR 2 PR 4 PR 10 PR 12

9/14/2012 9/27/2012 10/24/2012 12/3/2012 02/13/2013 04/08/2013

03/12/2012

Date Sheet No.

A4.1 Project No. Drawn By Checked By

1023.02 JH, KM RD 4/14/2013 4:48:37 PM

J.5

8' 7 1/2"

8" 3/

8' 7 1/2"

GWB 10' 9" A.F.F.

0.1

R 5'

7 8 1/ 4"

R 1'

F6 6 1/2"

EQ.

6' 0"

2' 0"

3' 3 1/2"

6' 0"

3' 3"

3' 9"

1' 4"

3' 6"

A12.3

3' 2 1/2"

3' 0"

A12.3

3' 3"

6' 6"

2' 0"

5' 6"

6 1/2"

2' 0"

0" R 1'

11"

3' 1 1/2"

1' 0"

2' 0"

1' 2"

2' 0"

1' 4"

2' 0"

1' 8"

GWB 9' 0" A.F.F.

A12.3

GWB 9' 9" A.F.F.

R 1' 0"

2' 0"

1' 6"

2' 0"

6' 0"

" 7/8 11

GWB 12' 3" A.F.F. 2' 0"

A12.3

GWB 9' 0" A.F.F.

ABOVE

1' 6"

GWB 11' 0" A.F.F.

1' 6"

1/2" 3' 1

GWB 9' 0" A.F.F.

Suite 1250 63101 1236 Fax: 314.621.0261 www.fox arch.com

8' 0"

1' 10"

500 Washington Avenue St. Louis, Missouri Main: 314.621.4343 fox@fox arch.com

8' 0"

3' 6"

6' 9"

8' 0"

A12.3

8 3/4 "

1' 6 1/2"

8' 0"

EQ.

A12.3

6' 8 1/8"

" 1' 10 5/8

6' 0"

1' 4 3/4"

A12.3

1' 10 1/2"

A12.3

" 5' 11 1/8

R 258' 1 5/8"

07/31/2012

7' 0"

/8" 05 ' 10

/8"

EMERSON PROJECT MANAGER EMERSON PROCESS MANAGEMENT 12301 RESEARCH BLVD. AUSTIN, TX 78759 (512) 834 7623 NORMAN ERLANDSON

GWB 12' 3" A.F.F.

2' 6 1/2" 2' 11 1/2"

21 11 3/4"

GWB 10' 0" A.F.F.

5 7' 11 1/2"

2' 4"

3' 2"

3' 10"

ACT3 11' 0" A.F.F. 10' 0"

A12.3

2' 4"

3' 2"

3' 10"

4' 2"

A12.3 F6

Sim

2' 0"

6' 0"

6' 0 "

6' 0"

1' 3 5/8"

A12.3

16' 9"

1' 2"

2' 0"

Sim

A12.3

A12.3 6' 6' 0"

I.T. CONSULTANT STRAVIS TECHNOLOGIES 1111 SOUTH MAIN STREET, SUITE 128 GRAPEVINE, TX 76051 (903) 436 4601 TOM DEFRANGE

6' 0" /4" 11' 5 1

6' 0"

STRUCTURAL ENGINEER SSC ENGINEERING, INC. 18207 EDISON AVENUE CHESTERFIELD, MO 63005 (636) 530 7770 RICHARD KWIATKOWSKI, PE, SE

6' 0"

R 243' 11 1/ 2"

GWB 11' 0" A.F.F.

2' 0"

Sim

2' 0"

6' 0"

1' 6"

1' 8"

2' 0"

A12.3

2' 6"

2' 8"

A12.3 6' 0"

1' 6"

2' 0"

8°

1' 8"

1' 0"

2' 0"

A12.3

3' 2"

1' 4"

2' 0"

GWB 10' 0" A.F.F. 17

2' 0"

0.2

CONSTRUCTION PROJECT MANAGER LML GROUP, LLC 12700 HILL COUNTRY BLVD., SUITE S 100 BEE CAVE, TX 78738 (512) 431 8590 LARRY LEONARD MEP ENGINEER SSC ENGINEERING, INC. 18207 EDISON AVENUE CHESTERFIELD, MO 63005 (636) 530 7770 MIKE SWIM, PE

3' 2"

2' 0"

TYP. CORNER RADIUS

2' 8"

A12.3 AD28

6' 0"

2 8

1/2" = 1' 0"

11' 4 3/4"

A12.3 AD24

4' 5"

6' 0"

A12.3 AD29

2' 0"

4' 5"

12 8 3 8

DETAIL CLOUD @ LOUNGE 8°

4' 2"

4' 5"

2' 0" 2' 0"

OPEN TO STRUCTURE

6' 0"

2' 0"

6' 0"

2' 0"

1' 4"1' 4"

OPEN TO STRUCTURE

6' 0"

1' 10" 1' 10"

A12.3

EQ.

2' 7 1/4"

3/8" 22' 10

/4" 11' 5 1

2' 4"

6' 0"

4 5

A12.3

5' 6 1/2"

GWB 9' 9" A.F.F.

18 A12.3

A12.3

DETAIL CLOUD @ DINING 1/2" = 1' 0"

0.7 22 17

A12.3 5 1 AD25 A4.2

GWB 9' 0" A.F.F.

FEATURE BY OTHERS G.C. TO COORDINATE

A12.3

LINE OF ACRYLIC CLOUD

9 1' 0"

A12.3

1' 6"

22 1

AD27

A12.3

1' 8 1/2" 11 2' 3 1/2"

7 16

11"

A12.2

42°

20°

5°

A12.2

Enlarged RCP Backlit Acrylic Lighting Layout 1/4" = 1' 0"

A12.3 1' 2"

1' 10 1/2"

1' 0"

2' 5 1/2"

1' 2" 2' 7"

2' 3"

8" 1' 8" 1' 9"

1' 3"

1' 4"

5 9"

GWB 10' 9" A.F.F.

A12.3

10' 5"

A12.3

KEYED NOTES ENLARGED RCP 1

CENTER OVER CONTROL DESK FURNITURE. COORD W/ DESK MFG

CENTER OVER DEMO SKID BELOW

ALIGN ACRYLIC CEILING GRID WITH CENTER LINE OF IOPS ROOM AS SHOWN

GENERAL NOTES REFLECTED CEILING PLANS A.

REFER TO E SERIES DWGS. FOR ENGINEERING INFORMATION; I.E., CIRCUITING, FIXTURE SCHEDULE, ETC. ARCHITECTURAL DWGS. TAKE PRECEDENT FOR FIXTURE LOCATION, EXITING, AND EGRESS PATHWAY.

NOT USED.

ALL GRIDDED CEILINGS TO BE ACT 1 U.O.N. COORDINATE WITH FINISH PLANS

A12.2 2

J.4

SOFFIT CONDITION SHOWN IN 7/A12.3 CONTINUES OVER ENTRY ENCLOSURE D.

ALL BUILDING CEILINGS SHOWN HATCHED OR SHADED ARE EXISTING, U.O.N.

ALL CEILING AND FIXTURE DIMENSIONS NOTED ABOVE FINISH FLOOR (A.F.F.) ARE FROM BOTTOM OF FIXTURE AND CEILING PAD.

PER SPEC., SUBMIT SHOP DRAWINGS ON ALL SPECIAL CEILING ITEMS FOR ARCHITECTURAL REVIEW OF SEAMS, JOINTS, & LAYOUT.

IF ANY CEILING ELEMENTS CANNOT BE INSTALLED AS SHOWN DUE TO CONFLICTS WITH EXISTING PIPING, DUCTWORK, OR STRUCTURE, CONTACT ARCHITECT FOR DIRECTION BEFORE PROCEEDING WITH THE INSTALLATION.

LOUVERS, GRILLES, AND DIFFUSERS SHALL BE PREFINISHED TO MATCH CEILING. IN CASES WHERE THESE ITEMS ARE NOT AVAILABLE FROM THE MANUFACTURER IN A PREFINISHED COLOR TO MATCH THE CEILING, PROVIDE AN AUTOMOTIVE PAINT FINISH OR ELECTROSTATIC PAINTED FINISH TO MATCH THE CEILING. FOLLOW FINISH SCHEDULE AND NOTES FOR SELECTED COLOR.

ENLARGED REFLECTED CEILING PLAN 1/4" = 1' 0"

RESPECTIVE CONTRACTORS SHALL COORDINATE AND REVIEW LOCATIONS OF ACCESS PANELS IN NEW GWB CEILINGS/SOFFITS REQUIRED TO PROVIDE ACCESS TO NEW AND EXISTING VALVES, JUNCTION/PULL BOXES, DAMPERS, ETC. REVIEW FINAL LOCATION WITH ARCHITECT PRIOR TO INSTALLATION.

LOCATION FOR LIGHT SWITCHING IS INDICATED ON THE E SERIES DRAWINGS. ROOMS IN WHICH NO SWITCH IS SHOWN SHALL BE CONTROLLED BY SWITCHES CONTROLLING THE LIGHTS WITHIN THE GENERAL WORK/OFFICE AREAS. IF THE NUMBER OF FIXTURES REQUIRES MORE THAN A BANK OF FIVE (5) SWITCHES, PROVIDE "CONTRACTOR" ABOVE THE CEILING AND USE ONLY ONE SWITCH.

SALVAGE ALL EXISTING LIGHT FIXTURES REMOVED AS A PART OF THIS WORK. COORDINATE WITH ARCHITECT FOR POSSIBLE LOCATIONS FOR THEIR REUSE.

Sheet Title

1' 0"

1' 9" 8"

16 0"

GWB 9' 0" A.F.F.

6' 6"

A12.3

ACT3 11' 0" A.F.F.

A12.3

1100 W Louis Henna Boulevard West Round Rock, Texas 78681

GWB 7' 0" A.F.F.

Intelligent Operations Center

Emerson Process Management

2' 0"

A12.3

Project

A12.3

ENLARGED REFLECTED CEILING PLAN

D E S U T O N

1' 0"

20' 3"

ACT3 11' 0" A.F.F.

TO COLUMN LINE 0.7

10"

1' 8 1/8"

2' 0" EQ. 2' 0"

ACT2 9' 0" A.F.F.

EQ. 2' 0"

13' 0 1/4"

1' 9 1/2"

2' 0"

2' 0" EQ EQ

9 1/2"

20.3°

1' 7"

REVISIONS 1 5 7 17

Addendum 01 PR 2 PR 4 PR 10

Date

9/14/2012 10/24/2012 12/3/2012 02/13/2013

07/31/2012

Sheet No.

A4.2 Project No. Drawn By Checked By

1023.02 JH, KM RD 2/18/2013 11:18:19 AM

Door Schedule DOOR

A5.1 MATCH BASE

6" 8"

1' - 0"

CONT. ALUM 1' - 0"

PATCH PIVOT

A5.1 1' - 0"

1/2" TGL

1/8" REVEAL

A5.1

UNDERCUT 3/4"

NL-1

STOREFRONT

GLASS, OFF-SET PIVOT

GLASS, PIVOT

NARROW LITE, WOOD

FLUSH, WOOD

FLUSH, WOOD LOUVERED

FLUSH, PIVOT

DUTCH, WOOD

LOUVER

DOOR TYPES 1/4" = 1'-0"

FRAME TYPES 1/4" = 1'-0"

LINE OF STOP ABOVE SET BACK TO ALLOW FOR OFFSET PIVOT SWING

R 2 1/2"

ADJACENT PARTITION (WHERE OCCURS)

1/4"

SF SF L G1 FP FP FP FP FP FP F G G1 G G F F G G G G NL-1 NL-1 F F FL FL F FL FL F F F F SF SF D F F SF SF

6' - 0" 6' - 0" 3' - 0" 6' - 6" 5' - 8" 5' - 8" 5' - 8" 5' - 8" 5' - 8" 5' - 8" 6' - 0" 3' - 3" 6' - 6" 3' - 4 1/8" 3' - 4 3/8" 3' - 0" 3' - 0" 3' - 3" 3' - 4 1/2" 3' - 3" 3' - 3" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 2' - 4" 3' - 0" 3' - 0" 2' - 4" 3' - 0" 3' - 0" 3' - 8" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 3' - 0" 3' - 0" 3' - 0" 6' - 0" 6' - 0"

9' - 0" 9' - 0" 9' - 0" 9' - 0" 10' - 8 1/2" 10' - 8 1/2" 10' - 8 1/2" 10' - 8 1/2" 10' - 8 1/2" 10' - 8 1/2" 8' - 10 1/2" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 8' - 10 1/2" 8' - 10 1/2" 9' - 0" 9' - 0" 7' - 11" 7' - 11" 7' - 10 1/2" 7' - 10 1/2" 7' - 10 1/2" 7' - 10 1/2" 7' - 10 1/2" 7' - 10 1/2" 7' - 10 1/2" 7' - 10 1/2" 7' - 10 1/2" 7' - 10 1/2" 8' - 10 1/2" 8' - 10 1/2" 8' - 10 1/2" 9' - 0" 9' - 0" 8' - 10 1/2" 8' - 10 1/2" 8' - 10 1/2" 9' - 0" 9' - 0"

REMARKS - DOOR SCHEDULE

2. PROVIDE (3) ANCHORS MIN. PER JAMB

1. 2. 3. 4.

3. REFER TO DOOR SCHEDULE FOR ADDITIONAL INFORMATION

DOUBLE STUD @ JAMB

THICKNESS 1 3/4" 1 3/4" 1 3/4" 1/2" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1/2" 1/2" 1/2" 1/2" 1 3/4" 1 3/4" 1/2" 1/2" 1/2" 1/2" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4"

LABEL

1 1 15 2 3 3 3 3 3 3 4 5 5 5 5 7 8 5 5 5 8 8 7 9 16 16 9 16 16 10 7 12 12 1A 1B 14 11 11 1A 1B

REMARKS

TYPE

LABEL

REMARKS

3 3 4

F2 F2 F1

2 2 2 2 2 2 1

1 1

F1 F1

1 1 1 1 1 1 1 1 1 1 1 1 1 3 3 1 1

F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F2 F2 F1 F1

3 3

F2 F2 NOTE: DOORS 103C & 116A DELETED

RE: DETAIL 7/A5.1 RE: DETAIL 9/A5.1 RE: DETAIL 8/A5.1 DOOR, FRAME, AND HARDWARER SHALL ALL BE RATED FOR EXTERIOR USE. LOUVERS TO ALLOW FOR 50% FREE AREA AND BE A MINIMUM OF 11.8 SQUARE FEET

HARDWARE GROUPS

4. RE: STRUCTURAL DWGS. FOR LINTEL INFORMATION

WIDTH

NOTES: 1. HEAD SIMILAR W/ 4" FRAME

SCHEDULED PARTITION ALUM. STOREFRONT SYSTEM

C100A C100B C100C C101 C101A1 C101A2 C101A3 C101A4 C101A5 C101A6 C101B C102A C102B C103A C103B C104 C104A C105A C105B C106 C107 C108 C109 C110 C111 C111A C111B C112 C112A C112B C113 C114 C117A C117B E1000 E1000A E1000B E1000C E1000D W1006 W1006A

TYPE

03/12/2012

STRUCTURAL ENGINEER SSC ENGINEERING, INC. 18207 EDISON AVENUE CHESTERFIELD, MO 63005 (636) 530-7770 RICHARD KWIATKOWSKI, PE, SE

NOTE: ALL NEW HARDWARE TO MATCH EXTG BUILDING STANDARD U.O.N.

WEATHER STRIP

1. HEAD SIMILAR

4" HEAD

3. REFER TO DOOR SCHEDULE FOR RATINGS REQ'D.

GALVANIZED ALUMINUM FRAME -GROUT SOLID

HARD WOOD EDGE TO MATCH WC-1

1 1/2"

1/8" MOLE HAIR SEAL

4. AL JAMB THROAT 1/8" LARGER THAN PARTITION, CALK AND PAINT (TYP.)

WC-1

1 1/8"

5. ADJUSTABLE FRAME TYPE WHERE NEEDED TO ACCOMMODATE PARTITION TYPE AND FINISHES

DETAIL- AL DOOR JAMB 3" = 1'-0"

DETAIL - STOREFRONT JAMB 3" = 1'-0"

DETAIL - PIVOT DOOR 3" = 1'-0"

RE: DOOR SCHEDULE

1" 2" 1 3/4" 2' - 10"

1 1/2"

Corridor E1000D

Security E1000B

1 3/4"

GROUP 14 -- BUTTS -- ELECTRIC LEVER SET -- CLOSER W/ HOLD-OPEN -- SURFACE MOUNT THROW-BOLT -- DUSTPROOF STRIKE

GROUP 16 -- BUTTS W/ ONE SPRING HINGE -- (2) DUMMY LEVER -- DEADBOLT W/ OCCUPANCY INDICATOR & OVERRIDE

GROUP 6 -- 180째 CLEAR SWING CONCEALED HINGES -- CLOSER W/ HOLD OPEN -- PUSH/PULL -- MAGNETIC CATCH (TOP & BOTTOM)

PL-1 SHELF BELOW

GROUP 15 -- BUTTS -- STOREROOM LOCKSET -- WEATHERPROOF SILL

GROUP 5 -- PIVOT HINGES -- CONCEALED CLOSER W/ HOLD OPEN -- PUSH/PULL -- OVERHEAD STOP IN CLOSER

SHELF BRACKET

BOTTOM W/ EXTENSION

GROUP 13 -- CONTINUOUS HINGE -- STOREROOM LOCKSET -- WEATHER SEALS -- CLOSERS

GROUP 4 -- BUTTS -- (ACTIVE LEAF) -- ELECTRIFIED LOCKSET -- CLOSER W/ HOLD OPEN -- (INACTIVE LEAF) -- CONCEALED FLUSH BOLTS TOP & BOTTOM W/ EXTENSION -- DUST PROOF STRIKE -- DOOR POSITION INDICATOR -- OVERHEAD STOPS

DUST PROOF STRIKE 1/4"

PL-1 SHELF

GROUP 12 -- BUTTS -- (ACTIVE LEAF) -- STORAGE LOCKSET -- CLOSER W/ HOLD OPEN -- (INACTIVE LEAF) -- CONCEALED FLUSH BOLTS TOP & -- DUST PROOF STRIKE -- CLOSER W/ HOLD OPEN

GROUP 3 -- PIVOT HINGES -- FLUSH PULLS -- MAGNETIC CATCH (TOP & BOTTOM)

A5.1

SURFACE MOUNT THROW-BOLT

GROUP 11 -- BUTTS -- OFFICE LOCKSET -- FLOOR STOP

GROUP 2 -- PIVOT HINGES -- CONCEALED CLOSER -- PUSH/PULL (ELECTRIC STRIKE IN HEAD) -- CARD READER -- OVERHEAD STOP IN CLOSER

3" = 1'-0"

SCHED. DOOR

GROUP 10 -- BUTTS -- PRIVACY SET -- FLOOR STOP -- CLOSER

GROUP 1B -- CONTINUOUS HINGE -- PULL HANDLES (MATCH EXT'G SITE STANDARD) -- PUSH BAR -- CLOSERS -- OVERHEAD STOP -- WEATHER SEALS

DETAIL - AL DOOR JAMB @ CMU WALL

I.T. CONSULTANT STRAVIS TECHNOLOGIES 1111 SOUTH MAIN STREET, SUITE 128 GRAPEVINE, TX 76051 (903) 436-4601 TOM DEFRANGE

GROUP 9 -- BUTTS -- PUSH PLATE -- PULL HANDLE -- CLOSER

GROUP 1A -- CONTINUOUS HINGE -- MATCH EXT'G DOOR LOCK SYSTEM/HARDWARE INCLUDING PUSH, PULL, LATCHES, CARD READERS, SENSORS, ETC. -- CLOSERS -- OVERHEAD STOP

2 1/4"

1 3/4"

1 1/2"

SEALANT @ FRAME PERIMETER BOTH SIDES

1/2"

5/8" GWB ON RC-1 RESILIENT CHANNELS, RE: PARTITION TYPES

WC-1

ALL DETAILING TO MATCH EXT'G CURTAIN WALL FRAMING

2. PROVIDE (3) ANCHORS MIN. PER JAMB: (4) AT RATED PARTITIONS

GROUP 1 -- CONTINUOUS HINGE -- MATCH EXT'G DOOR LOCK SYSTEM/HARDWARE INCLUDING PUSH, PULL, LATCHES, CARD READERS, SENSORS, ETC. -- CLOSERS -- OVERHEAD STOP -- WEATHER SEALS

8" CMU GROUTED SOLID, RE: PLAN

SEE PROJECT MANUAL FOR SPECIFICATION

NOTES:

MEP ENGINEER SSC ENGINEERING, INC. 18207 EDISON AVENUE CHESTERFIELD, MO 63005 (636) 530-7770 MIKE SWIM, PE

DOOR SCHEDULE, TYPES AND DETAILS

13 6' - 6"

1/2" TGL

RE: DOOR SCHEDULE

1/4" TGL

3' - 0"

CONCEALED CLOSER

DOOR NO.

1 1/2"

HDW GROUP

Suite 1250 63101-1236 Fax: 314.621.0261 www.fox-arch.com

SIZE HEIGHT

500 Washington Avenue St. Louis, Missouri Main: 314.621.4343 fox@fox-arch.com

RE: DOOR SCHEDULE 1 1/2" 1 1/2"

FRAME

UPPER DOOR LEAF

STRUCTURE

DIAG. MTL. BRACING @ 10'-0" O.C. MAX.

SLIPTRACK @ STRUCTURE

SLIPTRACK AT STRUCTURE TYP.

3-5/8" MTL. STUDS @ 16" 0.C. & DIAG. BRACING @ 48" O.C. TO STRUCT. (TYP)

STRUCTURE

3 1/2" ACOUSTICAL BATT

EXTEND GWB TO STRUCTURE WHERE NO CEILING OCCURS WHERE CEILING OCCURS TERMINATE 2" ABOVE CEILING SO TERMINATION IS NOT VISIBLE (TYPE A)

DIAG. MTL. BRACING @ 10'-0" O.C. MAX.

3 1/8"

FLOATABLE FLUSH DRYWALL TRACK 5/8" GWB

3-5/8" MTL STUDS @ 16" O.C.

3-1/2" ACOUSTIC BATT; FULL HEIGHT

1" X 2" CLEAR ANODIZED FINISH ALUM. GLAZING TRACK W/ BLACK NEOPRENE SEAL

WALL BASE; RE: SCHEDULE

FIN. FLOOR; RE: SCHEDULE

5/8" GWB

1/2" TGL (TYP) NOTE: CLEAR SILICONE @ ALL JOINTS -U.O.N. (TYP)

TWO LAYERS 5/8" GWB BOTH SIDES PARTITION 3A

3-1/2" ACOUSTIC BATT; FULL HEIGHT

SLIPTRACK @ STRUCTURE

ACOUSTICAL SEALANT

CEILING LINE (WHERE OCCURS) CEILING LINE (WHERE OCCURS)

5/8" GWB

3-5/8" MTL STUDS @ 16"O.C.

STRUCTURE

CEILING LINE (WHERE OCCURS)

5/8" GWB EA. SIDE @ TYPE A: 3/4" GWB EA. SIDE

CEILING LINE (WHERE OCCURS)

3-5/8" MTL STUDS @ 16" O.C.

CEILING LINE (WHERE OCCURS)

SLIPTRACK AT STRUCTURE TYP.

STRUCTURE ACOUSTICAL SEALANT

5/8" GWB EA. SIDE @ TYPE A: 3/4" GWB EA. SIDE

CEILING LINE (WHERE OCCURS)

STRUCTURE

SLIPTRACK @ STRUCTURE

CONT. FTWD BLOCKING

CEILING LINE (WHERE OCCURS)

4-7/8"

4 7/8"

4 1/4"

STRUCTURE

3-1/2" ACOUSTIC BATT; FULL HEIGHT WALL BASE; RE: SCHEDULE FIN. FLOOR; RE: SCHEDULE

5/8" GWB -BOTH SIDES

8" CMU GROUTED SOLID

5/8" GWB

RC-1 BOTH SIDES PARTITION 6A

WALL BASE; RE: SCHEDULE

ACOUSTICAL SEALANT FIN. FLOOR; RE: SCHEDULE

FIN. FLOOR; RE: SCHEDULE

3" THERMAFIBER SAFB 5/8" GWB

PARTITION TYPE NOT TO SCALE

GLASS TO GWB

PARTITION TYPE NOT TO SCALE

STC 60 OR GREATER

REVISIONS 1 2 5 7 16 17 23 25

Addendum 01 Addendum 02 PR 2 PR 4 PR 9 PR 10 PR 12 PR 14

3-1/2" ACOUSTIC BATT; FULL HEIGHT WALL BASE; RE: SCHEDULE

ACOUSTICAL SEALANT

Date

FIN. FLOOR; RE: SCHEDULE

FIN. FLOOR

03/12/2012

Sheet No.

WALL BASE & FIN. FLOOR; RE: SCHEDULE

PARTITION TYPE NOT TO SCALE

STC ???

PARTITION TYPE

A5.1

NOT TO SCALE Project No.

PARTITION TYPE NOT TO SCALE

2 LAYERS GWB BOTH SIDES

PARTITION TYPE

Drawn By

NOT TO SCALE

Checked By

RC-1 BOTH SIDES

9/14/2012 9/27/2012 10/24/2012 12/3/2012 02/06/2013 02/13/2013 04/08/2013 05/30/2013

5/8" GWB ONE SIDE

RC-1 RESILIENT CHANNEL

WALL BASE & FIN. FLOOR; RE: SCHEDULE

SUBFLOOR

3-5/8" MTL STUDS @ 16" O.C.

1/4"

SUBFLOOR

RC-1 RESILIENT CHANNEL @ 24" O.C. (DO NOT SECURE GWB THROUGH RC-1 INTO CMU)

3-5/8" MTL STUDS @ 16"O.C.

2-1/2" MTL STUDS @ 16" O.C.

1" X 1" CLEAR ANODIZED FINISH ALUM. GLAZING CHANNEL W/ BLACK NEOPRENE SEAL

RC-1 RESILIENT CHANNEL @ 24" O.C. (DO NOT SECURE GWB THROUGH RC-1 INTO MTL STUD)

Sheet Title

4 7/8" (5 1/8" @ TYPE A)

1100 W Louis Henna Boulevard West Round Rock, Texas 78681

1 1/2" = 1'-0"

Project

3" = 1'-0"

PLAN DETAIL - DUTCH DOOR E1000B

DETAIL - DUTCH DOOR E1000B

GROUP 8 -- BUTTS -- PASSAGE SET -- FLOOR STOP

Intelligent Operations Center

DOOR SWING

Emerson Process Management

GROUP 7 -- BUTTS -- STOREROOM LOCKSET -- FOOR STOP

1 1/2"

THROW BOLT

1023.02 JH, KM RD 6/13/2013 10:21:58 AM

J.4 N

J.5

ALIGN CONTROL JOINTS WITH MULLION CENTERLINES AS SHOWN, TYP.

A8.1

07/31/2012

Roof Framing 881' - 6"

15 19' - 1"

A9.3

5" DS

MECH LOUVER, RE: M-SERIES DWGS

EQ. 16

A6.1

9' - 0"

EQ.

9' - 0"

METAL PANEL CLADDING RE: 23/A6.1

E1000A

EQ.

2' - 10"

24 EQUAL PANELS = 148' - 11" (VIF) EQ.

Suite 1250 63101-1236 Fax: 314.621.0261 www.fox-arch.com

A8.1

METAL PANEL CLADDING RE: 23/A6.1

500 Washington Avenue St. Louis, Missouri Main: 314.621.4343 fox@fox-arch.com

EIFS SYSTEM, COLOR TO BE SELECTED BY ARCHITECT

W1006A SP

1st Floor 866' - 6" PROVIDE POSITIVE DRAINAGE MIN 4'-0" PROVIDE MUD PAD BELOW GRADE AS DIRECTED BY CIVIL

PROVIDE POSITIVE DRAINAGE MIN 4'-0" PROVIDE MUD PAD BELOW GRADE AS DIRECTED BY CIVIL LINE OF RETENTION BASIN

EMERSON PROJECT MANAGER EMERSON PROCESS MANAGEMENT 12301 RESEARCH BLVD. AUSTIN, TX 78759 (512) 834-7623 NORMAN ERLANDSON

North Elevation 1/8" = 1'-0"

CONSTRUCTION PROJECT MANAGER LML GROUP, LLC 12700 HILL COUNTRY BLVD., SUITE S-100 BEE CAVE, TX 78738 (512) 431-8590 LARRY LEONARD

0.1

0.2

17 A8.1

Roof Framing 881' - 6"

0.7

STRUCTURAL ENGINEER SSC ENGINEERING, INC. 18207 EDISON AVENUE CHESTERFIELD, MO 63005 (636) 530-7770 RICHARD KWIATKOWSKI, PE, SE

EIFS SYSTEM, COLOR TO BE SELECTED BY ARCHITECT

ALIGN CONTROL JOINTS WITH MULLION CENTERLINES AS SHOWN, TYP.

17 A8.1

2" EXP. JT.

A8.1

METAL PANEL CLADDING

61' - 6 1/2" 61' - 6 1/2"

5' - 0"

1' - 6 1/2"

5' - 0"

5" DS

5' - 0"

16 A6.1

1st Floor 866' - 6"

RETENTION BASIN, RE: C-SERIES DWGS AND S-SERIES DWGS

1/8" = 1'-0"

A8.1

LOCATE ADD'L PANEL JT BEHIND DOWNSPOUT, IF NEEDED

A9.3

1' - 8"

9' - 0"

A9.3

22 C100A

A6.1

6' - 0"

6" DS

METAL PANEL CLADDING RE: 23/A6.1

MECH LOUVER, RE: M-SERIES DWGS LOUVER ACCESS PANEL, RE: M-SERIES DWGS

1 1

4' - 5"

6 C100B

5' - 0"

5' - 0" 1' - 6 1/2"

5" DS

1st Floor 866' - 6"

Opp

Opp LINE OF MULLION BASE

A9.3

50' - 0"

5' - 0"

LINE OF FOUNDATION WALL BELOW

A9.3

20 A6.1

Roof Framing 881' - 6"

Opp

A9.3

A6.1

1' - 11"

MECH LOUVER, RE: M-SERIES DWGS

A9.3 4' - 5"

6" DS

A9.3

15' - 5" 4

9' - 0"

5' - 0"

J.6

15' - 5"

5' - 0"

7 1/2"

J.5

5' - 0"

1/8" = 1'-0"

1/ 2"

J.4

5' - 0"

West Elevation

5' - 0"

RETENTION BASIN, RE: C-SERIES DWGS AND S-SERIES DWGS

East Elevation

9' - 0"

A6.1

EXP.JT.

5' - 0"

7 1/2"

5' - 0"

11' - 0"

5' - 0"

3/4"

5' - 0"

11' - 0"

5' - 0"

TYP. ALL DOORS

1st Floor 866' - 6" ALUMINUM CURTAIN WALL SYSTEM

LINE OF MULLION BELOW

1" INSULATED GLASS RE: SPEC

A6.1

5" ALUM. ROUND DOWNSPOUT, 12 GA MIN.; PROVIDE INSULATOR AT HEAD BETWEEN ALUMINUM AND MTL PANEL

ALL DETAILS ARE DESIGNED TO KAWNEER 1600 SYSTEM. ANY CHANGES AS ALLOWED BY SPEC TO BE COORDINATED WITH ARCHITECT PRIOR TO SHOP DRAWING SUBMITTAL.

I.T. CONSULTANT STRAVIS TECHNOLOGIES 1111 SOUTH MAIN STREET, SUITE 128 GRAPEVINE, TX 76051 (903) 436-4601 TOM DEFRANGE

Roof Framing 881' - 6"

A8.1

METAL PANEL CLADDING

Courtyard - South 1/8" = 1'-0"

Corner Mullion Detail 3" = 1'-0"

LINE OF CAST IRON INLET AT GRADE

Inner Mullion Detail 3" = 1'-0"

Downspout Detail @ Mullion 3" = 1'-0"

GENERAL NOTES - EXTERIOR ELEVATIONS ALL EXTERIOR VISION GLAZING TO BE PPG SOLARBAN 72 STARPHIRE

SHIM AS NECESSARY

ALL NOTATIONS OF "DS" REFER TO DETAIL 18/A6.1

Project

Sheet Title

7 1/2"

BACKER ROD & SEALANT

REVISIONS

ALUM. CURTAIN WALL SYSTEM 1" INSULATED CLERESTORY GLASS

1' - 0"

7 1/2"

1/2" INSULATED ENTRY DOOR

1' - 3"

1' - 0"

1' - 3"

9/14/2012 10/12/2012 12/17/2012 12/17/2012 01/30/2013

VISION GLASS

SCHED. THRESHOLD MFR. STD WATER STOP TO MEET TAS REQUIREMENT

Door Jamb Detail 3" = 1'-0"

1/2" PANEL JOINT, TYP.

Threshold Detail 3" = 1'-0"

07/31/2012

Date

PROVIDE SEALANT AT BASE

PROVIDE WEATHER STRIP PACKAGE W/DOOR/WALL/ MFR.

1' - 0"

PROVIDE WEATHER STRIP PACKAGE W/ DOOR/WALL MFR

1/2" INSULATED ENTRY DOOR

3" = 1'-0"

1' - 3"

Addendum 01 PR 1 ASI 3 PR 1 - Revised PR 7

1/2" INSULATED ENTRY DOOR

PROVIDE WEATHER STRIP PACKAGE W/DOOR/WALL MFR.

Door Head Detail

1' - 0"

1 3 9 10 15

GLAZING LEGEND

11' - 3" 1" INSULATED CLERESTORY GLASS

EXTERIOR ELEVATIONS

0.2

1100 W Louis Henna Boulevard West Round Rock, Texas 78681

0.7

Intelligent Operations Center

MEP ENGINEER SSC ENGINEERING, INC. 18207 EDISON AVENUE CHESTERFIELD, MO 63005 (636) 530-7770 MIKE SWIM, PE

Emerson Process Management

PAINT EXPOSED CONCRETE FOUNDATION WALL BEHIND BASIN TO MATCH METAL PANELS

Head/Jamb Detail 3" = 1'-0"

TYPICAL METAL PANEL PATTERN 1/2" = 1'-0"

Sheet No.

A6.1 Project No. Drawn By Checked By

1023.02 JH, KM RD 1/30/2013 5:36:23 PM

J.5

0.1

Suite 1250 63101-1236 Fax: 314.621.0261 www.fox-arch.com

07/31/2012 2

0.1

8" 9

500 Washington Avenue St. Louis, Missouri Main: 314.621.4343 fox@fox-arch.com

TYP.

A8.1

2 SLOPE 1/8" PER FT.

7 10

TYP. OMIT ROCK BALLAST

0.2

EMERSON PROJECT MANAGER EMERSON PROCESS MANAGEMENT 12301 RESEARCH BLVD. AUSTIN, TX 78759 (512) 834-7623 NORMAN ERLANDSON

0.2

MEP ENGINEER SSC ENGINEERING, INC. 18207 EDISON AVENUE CHESTERFIELD, MO 63005 (636) 530-7770 MIKE SWIM, PE

1 1

SLOPE 1/8" PER FT.

STRUCTURAL ENGINEER SSC ENGINEERING, INC. 18207 EDISON AVENUE CHESTERFIELD, MO 63005 (636) 530-7770 RICHARD KWIATKOWSKI, PE, SE

SLOPE 1/8" PER FT. 1' - 3" 7

0.7

Sim

9 6

10' - 0"

A8.1

CONSTRUCTION PROJECT MANAGER LML GROUP, LLC 12700 HILL COUNTRY BLVD., SUITE S-100 BEE CAVE, TX 78738 (512) 431-8590 LARRY LEONARD

0.7

Sim

A8.1

I.T. CONSULTANT STRAVIS TECHNOLOGIES 1111 SOUTH MAIN STREET, SUITE 128 GRAPEVINE, TX 76051 (903) 436-4601 TOM DEFRANGE

1 1' - 1 1/2"

1' - 1 1/2"

SLOPE 1/8" PER FT.

7 22

Sim

A8.1

22 7

Sim

A8.1

10' - 0"

A8.1

J.4

J.6

EXISTING SINGLE-PLY TPO ROOFING MEMBRANE

1/8" = 1'-0"

No. 15 SCREWS

KEYED NOTES - ROOF PLAN 6 EXISTING STEEL DECK EXISTING RIGID INSULATION

MEMBRANE ROOF OVER EXTERIOR SHEATHING ON TAPERED RIGID. PROVIDE 60 MIL TPO

4" DIA. DOWNSPOUT

5" DIA. DOWNSPOUT

OMIT ROCK BALLAST

A. TRANSVERSE SECTION 1 10

6" WIDE SINGLE-PLY ROOFING MEMBRANE STRIP CENTERED ON FASTENERS; WELD EDGE TO EXISTING MEMBRANE

CRICKET

BATTEN BARS OR 2-38" - 2-3/4" DIA. BARBED OR EYE-HOOK STRESS PLATES

CONTINUOUS ZING PAN GUTTER, RE: 21/A9.5

ADDITIONAL 2-HR ROOF PROTECTION WITHIN 10'-0" OF EXT'G BLDG FACE

ALL PERIMETER FASTENERS TO BE 32" O.C. MAX. SPACING

60 MIL TPO PER FM GLOBAL REQUIREMENTS

ALL CORNERS 14'X14' TO HAVE FASTENERS AT 20" O.C. MAX. SPACING. RE: DTL 22/A3.3 FOR MORE INFO

OMIT ROCK BALLAST

GENERAL NOTES - ROOF PLAN A.

ALL SPOT ELEVATIONS RELATIVE TO ROOF FRAMING TOP OF STEEL (ELEV. 881' - 6")

ALL ROOF ASSEMBLY DETAILS AND INSTALLATION TO MEET FM GLOBAL REQUIREMENTS

ALL FASTENERS ARE TO RUN PERPENDICULAR TO STEEL DECK RIBS

ALL FM GLOBAL INSTALLATION REQUIREMENTS TO BE COORDINATED WITH MANUFACTURER'S WARRANTY REQUIREMENTS TO INSURE COMPLIANCE WITH BOTH

ROOF PLAN

Roof Plan

Sheet Title

6" WIDE SINGLE-PLY ROOFING MEMBRANE STRIP CENTERED ON FASTENERS; WELD EDGE TO EXISTING MEMBRANE

1100 W Louis Henna Boulevard West Round Rock, Texas 78681

Intelligent Operations Center

BATTEN BARS OR 2-38" - 2-3/4" DIA. BARBED OR EYE-HOOK STRESS PLATES

Project

Emerson Process Management

OMIT ROCK BALLAST

REVISIONS 1 6

Addendum 01 PR 3

9/14/2012 12/3/2012

No. 15 SCREWS 6" MAX.

EXISTING STEEL DECK EXISTING RIGID INSULATION

EXISTING SINGLE-PLY TPO ROOFING MEMBRANE

B. LONGITUDINAL SECTION

07/31/2012

Date Sheet No.

A7.1

DETAIL - TYP. ROOF FASTENERS

Project No.

3" = 1'-0"

Drawn By Checked By

1023.02 JH, KM RD 12/18/2012 11:28:47 AM

L 2

Roof Framing 881' - 6"

Roof Framing 881' - 6" 20 A8.1

20 A8.1

Roof Framing 881' - 6"

Sim 19 A8.1

METAL PANEL CLADDING ON CONTINUOUS SELFADHESIVE MEMBRANE ON 5/8" DENSDECK SHEATHING

DOWNSPOUT WHERE OCCURS, TYP.

EXT'G STRUCTURAL FRAMING

R-19 BATT INSULATION

5/8" GWB

EIFS OVER 5/8" SHEATHING AND 3 5/8" METAL STUDS WITH R-13 BATT INSULATION

WINDBREAK RE: SPEC

18 A9.3

17 A9.3

METAL PANEL CLADDING ON CONTINUOUS SELFADHESIVE MEMBRANE ON 5/8" DENSDECK SHEATHING

5/8" GWB ON 6" METAL STUDS W/ 6" BATT INSULATION

EMERSON PROJECT MANAGER EMERSON PROCESS MANAGEMENT 12301 RESEARCH BLVD. AUSTIN, TX 78759 (512) 834-7623 NORMAN ERLANDSON

DOWN SPOUT

3 5/8" MTL STUD @ 16" O.C.

EXT'G PRECAST CONCRETE PANEL

500 Washington Avenue St. Louis, Missouri Main: 314.621.4343 fox@fox-arch.com

Suite 1250 63101-1236 Fax: 314.621.0261 www.fox-arch.com

07/31/2012

CONSTRUCTION PROJECT MANAGER LML GROUP, LLC 12700 HILL COUNTRY BLVD., SUITE S-100 BEE CAVE, TX 78738 (512) 431-8590 LARRY LEONARD

877' - 6"

METAL PANEL CLADDING ON CONTINUOUS SELFADHESIVE MEMBRANE ON 5/8" DENSDECK SHEATHING

MEP ENGINEER SSC ENGINEERING, INC. 18207 EDISON AVENUE CHESTERFIELD, MO 63005 (636) 530-7770 MIKE SWIM, PE

METAL PANEL CLADDING ON CONTINUOUS SELF-ADHESIVE MEMBRANE ON 5/8" DENSDECK SHEATHING 5/8" GWB

STRUCTURAL ENGINEER SSC ENGINEERING, INC. 18207 EDISON AVENUE CHESTERFIELD, MO 63005 (636) 530-7770 RICHARD KWIATKOWSKI, PE, SE

SCHED. CEILING 8 3/8"

1' - 3 5/8" ALUM. CURTAIN WALL SYSTEM, KAWNEER 1600 SYSTEM 3 OR EQUAL

I.T. CONSULTANT STRAVIS TECHNOLOGIES 1111 SOUTH MAIN STREET, SUITE 128 GRAPEVINE, TX 76051 (903) 436-4601 TOM DEFRANGE

ALUM. CURTAIN WALL SYSTEM 5/8" GWB

5/8" GWB

6" MTL STUD @ 16" O.C.

R-19 BATT INSULATION

6" MTL STUD @ 16" O.C. 10' - 9"

11' - 0"

6" MTL STUD @ 16" O.C. V.I.F.

11' - 0"

AIR & MOISTURE BARRIER, RE: SPEC

A6.1

R-19 BATT INSULATION

AIR & MOISTURE BARRIER, RE: SPEC

STRUCTURAL FOUNDATION, RE: S-SERIES DWGS

A9.3

1 CAST IRON INTERCEPTOR AT 6" ABOVE GRADE NEW SIDEWALK TO MATCH EXISTING, RE: C-SERIES DWGS

STRUCTURAL FOUNDATION, RE: S-SERIES DWGS

NEW SIDEWALK TO MATCH EXISTING, RE: C-SERIES DWGS

RE: CIVIL AND PLUMBING DRAWING FOR MORE INFO

STRUCTURAL FOUNDATION, RE: S-SERIES DWGS

1st Floor 866' - 6"

CAST IRON INTERCEPTOR AT 6" ABOVE GRADE

1st Floor 866' - 6"

RE: CIVIL AND PLUMBING DRAWING FOR MORE INFO

STRUCTURAL FOUNDATION, RE: S-SERIES DWGS

1st Floor 866' - 6"

2' - 6" 16 A9.3 RE: 17/A8.1 FOR MORE INFO

RE: 17/A8.1 FOR MORE INFO TIE D.S. TO DETENTION BASIN

3/4" = 1'-0"

1 ADD ALTERNATE NO. 1

1 6

8 3/4"

OMIT ROCK BALLAST AND GRAVEL STOP

22 A8.1

TPO COUNTER FLASHING

TERMINATION BAR CAULK AT EXPOSED LIP

Project

1' - 2"

ROOF DRAIN SCREEN

TERMINATION BAR AT EXPANSION JOINT FLASHING VARIES

OMIT ROCK BALLAST AND GRAVEL STOP

EXISTING CURTAIN WALL SYSTEM

CUT -IN COUNTER FLASHING AND CAULK

ADD ALTERNATE NO.1

NEW ROOF OF ECC BUILDING

COUNTER FLASHING TO MATCH METAL PANELS

OMIT ROOF BALLAST 5/8" COVER BD.

Roof Framing 881' - 6"

5/8" DENS DECK METAL PANEL CLADDING

MTL DECKING RE: S-SERIES DWG

PT WOOD BLOCKING

1 6 10

EXTG STRUCTURAL BRACING FOR PRECAST PANEL TO REMAIN

Addendum 01 PR 3 PR 1 - Revised

REMOVE BOTTOM PORTION OF PANEL SEE DEMOLITION DWGS

ROCK WOOL 2-HR RATED FIRE STOP

07/31/2012

Date

FIRE CAULK 2-HR RATED CEMENTITOUS FIRE PROOFING RE; DWG X/AX AND SHT AX FOR MORE INFO

METAL PANEL CLADDING

EIFS OVER 5/8" SHEATHING AND 3 5/8" METAL STUDS WITH R-13 BATT INSULATION

Sheet No.

(VIF)

5" ISD ALUM OR ZINIC D.S.

9/14/2012 12/3/2012 12/17/2012

EXISTING PRECAST CONCRETE PANEL

PRESSURE TREATED WD BLOCKING

TAPERED INSULATION, RE: SPEC

1/2" PLYWOOD

REVISIONS

Roof Framing 881' - 6"

15' - 6 5/8" AFF

WALL SECTIONS

3/4" = 1'-0"

Wall Section

Sheet Title

3/4" = 1'-0"

Wall Section

1100 W Louis Henna Boulevard West Round Rock, Texas 78681

3/4" = 1'-0"

Wall Section

Intelligent Operations Center

3/4" = 1'-0"

Wall Section

Emerson Process Management

Wall Section

Fascia Detail 1 1/2" = 1'-0"

Roof Expansion Joint 3" = 1'-0"

Section - Modified Existing Precast Panel 3/4" = 1'-0"

A8.1 Project No. Drawn By Checked By

1023.02 JH, KM RD 12/18/2012 11:28:56 AM

NOTE: SEE SHEET AD18 FOR ADD'L INFO 21

J.5

NESTED 20ga. MTL STUDS BELOW GLASS SCREENS 5/8" GWB 5/8" GWB

03/12/2012 Suite 1250 63101 1236 Fax: 314.621.0261 www.fox arch.com

2 1/2" MTL STUDS

3 5/8" MTL STUDS

2 1/2" MTL STUDS

SOUND BATTS

0.1 DOORS HIDDEN FOR CLARITY

M OO KR M W OO HA R IN E 6" GL 2' EA R IN 6" 4'

DOORS HIDDEN FOR CLARITY 17

A12.1

12 A9.1

A12.2

C103B

7° ARC 3

12 A9.1

A8.1

Plan Detail Video Screen Furrout @ Wood Veneer 1" = 1' 0"

CONSTRUCTION PROJECT MANAGER LML GROUP, LLC 12700 HILL COUNTRY BLVD., SUITE S%100 BEE CAVE, TX 78738 (512) 431%8590 LARRY LEONARD

15 18

NOTE: REFER TO AD SHEETS LAYOUT PLANS FOR ADD'L DIMENSIONS

6 A9.1

17 NOTE: SEE SHEET AD18 FOR ADD'L INFO

4 EQUAL

NOTE: REFER TO AD SHEETS LAYOUT PLANS FOR ADD'L DIMENSIONS

R 75' 10"

SCREEN AND FRAME BY OTHERS COORD W/ A/V. PROVIDE BLOCKING AS NEEDED

Hawk C105

A11.1

21 11

7 3 EQUAL

0.2

A/V C104

R 86' 9 1/2"

5/8" GWB SOUND BATTS

Eagle C103

A11.1 AD34

5/8" GWB 3 5/8" MTL STUDS

SILL BELOW 12

12 A9.1

Typ Typ

12 A9.1

C101 A3

C101A2

C101A1

C10 1A4

C1 01 A6

A11.1 3'

(V.I.F.)

ARC 3

NOTE: REFER TO AD SHEETS LAYOUT PLANS FOR ADD'L DIMENSIONS

R 7' 0"

2 1/2" MTL STUD FRAMING

1 A9.3

STAINLESS STEEL CORNER BEAD

1 3 5/8" MTL STUD FRAMING SOUND BATTS

15 A12.2 5' 7 1/2"

24 A9.1 0"

4' 0"

12' 6"

1' 10"

8" 1/

A 02 C1

AL QU 3E

13 14

Plan Detail Wood Veneer Corner 3" = 1' 0"

A12.2

CANE DETECTION RAIL

STAINLESS STEEL CORNER BEAD

15 4 7/8"

WOOD VENEER OVER 5/8" GWB

S WALL

SS LA

' 10

R 12' 9"

1" FWP 1 1/2"

132 °

B.O. GLAS

R3 1' 1 0"

T.O

" L '2 34 AL R W S AS GL 2' 2" LL R3 WA SS LA

A11.1

. T.O

A11.1

.G B.O

16 4 A12.2

6' 6"

AD36 4'

7 1/8"

7 3/8"

R5 ' 10 "

iOps C102

13' 4"

AD36 ARC 3

VERIFY W/ OWNER

8' 0 1/4"

C101B

A12.2

AD27

2' 6"

C117B

WOOD VENEER OVER 5/8" GYP BD.

2' 9 1/8"

3' 0"

2' 6"

CONCIERGE CASEWORK BY OTHERS; GC TO PROVIDE FINISH FLOOR, POWER, LIGHTING FEEDS AND A/V & IT ROUGH%IN

(V.I.F.)

C1 01 A5

R2 9' 4 "

63 .3

NEW HSS COLUMN, RE: S%SERIES DWGS

' 65

C117A

88 .4 °

0.7

R 32'

1/2"

2' 3 R6

C1 AR

ARC 2

2B C10

ACCESS PANEL, RE: A3.1

1" = 1' 0"

AL 7 EQU

3' 9 "

0.7

Plan Detail Video Screen Furrout @ FWP

AD37

C103A

2' 3 1/8"

5' 6 3/4"

11.7° AL

20.4°

REVISIONS 1 6 7 12 15 17 18 21

W L AL

Lobby E1000

7 A12.2

10"

Corridor C100

6' 3"

18 A9.1

AD37

6 A9.1

C1 AR

M O

A12.2

R 58'

2 EQU

.4° 84

G EA

O R

5' 5 3/8"

' 1" R 48

R 25' 3 1/2"

L UA EQ

3 EQ UAL

8" 2 3/ 4'

ARC 2

N "I

K AW

O O

22 AD36

15 EQUAL

STRUCTURAL ENGINEER SSC ENGINEERING, INC. 18207 EDISON AVENUE CHESTERFIELD, MO 63005 (636) 530%7770 RICHARD KWIATKOWSKI, PE, SE

ARC 1

1' 10 1/2"

15' 7 5/8"

0" 8'

3 EQUAL

6 A9.1

4E QU AL

ALIGN

R 52' 3 1 /2"

Opp

R 42' 5 1/2 "

18 A9.1

FWP%1

MEP ENGINEER SSC ENGINEERING, INC. 18207 EDISON AVENUE CHESTERFIELD, MO 63005 (636) 530%7770 MIKE SWIM, PE

I.T. CONSULTANT STRAVIS TECHNOLOGIES 1111 SOUTH MAIN STREET, SUITE 128 GRAPEVINE, TX 76051 (903) 436%4601 TOM DEFRANGE

2 1/2" MTL STUDS

0.2

EMERSON PROJECT MANAGER EMERSON PROCESS MANAGEMENT 12301 RESEARCH BLVD. AUSTIN, TX 78759 (512) 834%7623 NORMAN ERLANDSON

SOUND BATTS 9

Addendum 01 PR 3 PR 4 ASI 5 PR 7 PR 10 PR 10 % Revised PR 11

Date

9/14/2012 12/3/2012 12/3/2012 01/04/2013 01/30/2013 02/13/2013 02/28/2013 03/19/2013

03/12/2012

SCHED PTN

A12.2

ENLARGED PLANS

3" 6'

R 52' 0 1/2 "

4 EQUAL

R 42' 3"

165°

Sheet Title

C104

170°

1100 W Louis Henna Boulevard West Round Rock, Texas 78681

11°

R 45' 11 "

L UA EQ

3" 6'

6 A9.1

Intelligent Operations Center

C105B

AD37

Emerson Process Management

EQ UA L

" 10 1/2

Service C116

'81 /2"

R 48'

AD37

6 EQ UAL

° .4 88

R 58

4' 10 1/2"

87 .8 °

4' 10 1/2"

A11.1 AD34 1 A12.2 AD35

Project

AL 3 EQU

500 Washington Avenue St. Louis, Missouri Main: 314.621.4343 fox@fox arch.com

0.1

Sheet No.

AD36

J.4

Enlarged Plan Entry, iOps & Conference Rooms 1/4" = 1' 0"

J.5

A9.1 Plan Detail Wood Veneer Corner @ iOps 3" = 1' 0"

Project No. Drawn By Checked By

1023.02 JH, KM RD 3/19/2013 11:11:37 AM

03/12/2012

OPEN TO DINING

15' - 4"

3' - 3"

6' - 0"

6 PANELS @ 3' - 4" EA.

4' - 0 1/4"

11 7/8"

500 Washington Avenue St. Louis, Missouri Main: 314.621.4343 fox@fox-arch.com

2' - 0"

OPEN TO DINING

EXT'G FRAMED OPENING

ALIGN

Suite 1250 63101-1236 Fax: 314.621.0261 www.fox-arch.com

6' - 0"

DEMO EXT'G WOOD PANELING, SALVAGE FOR REUSE

INFILL EXT'G OPENING W/ SALVAGED WOOD

1/4" = 1'-0"

0.1 5' - 0 7/8"

EMERSON PROJECT MANAGER EMERSON PROCESS MANAGEMENT 12301 RESEARCH BLVD. AUSTIN, TX 78759 (512) 834-7623 NORMAN ERLANDSON

Accessory Schedule KEY

17 A6.1

1/4" = 1'-0"

1' - 9 7/8"

MANUF/MODEL

DESCRIPTION

FINISH

MOUNTING

CONSTRUCTION PROJECT MANAGER LML GROUP, LLC 12700 HILL COUNTRY BLVD., SUITE S-100 BEE CAVE, TX 78738 (512) 431-8590 LARRY LEONARD

REMARKS

C C

RECESSED PAPER TOWEL DISPENSER ASI - 04692A-6 AND WASTE RECEPTACLE

RE: ELEVATIONS

SURFACE MOUNTED MULTI-ROLL TOILET TISSUE DISPENSER

BOBRICK - B-2888

SANITARY NAPKIN DISPOSAL & TOILET TISSUE DISPENSER

BOBRICK - B-3094

RE: ELEVATIONS

URINAL SCREEN - SST; WALL MOUNTED

SEE SPEC

RE: ELEVATIONS

NOT USED

LAVATORY-MOUNTED SOAP DISPENSER

BOBRICK - B-8221

GRAB BAR; 1 @ 36" BACK; 1 @ 42" SIDE

---

TOILET PARTITION - SST; WALL / FLOOR MOUNTED

MEP ENGINEER SSC ENGINEERING, INC. 18207 EDISON AVENUE CHESTERFIELD, MO 63005 (636) 530-7770 MIKE SWIM, PE

RE: ELEVATIONS 20

PL-1 COUNTERTOP

A12.1

RE:PLAN

36" A.F.F. RE: ELEVATIONS

SEE SPEC

PL-1 COUNTERTOP

A12.1

STRUCTURAL ENGINEER SSC ENGINEERING, INC. 18207 EDISON AVENUE CHESTERFIELD, MO 63005 (636) 530-7770 RICHARD KWIATKOWSKI, PE, SE

2' - 6"

Lobby E1000 (Lobby W1000 sim. but opp.)

2' - 6"

AV/ Sm Conference Wall

1ST FLOOR 866' - 6"

RE: PLAN

Phone Room C109 - West 1/4" = 1'-0"

I.T. CONSULTANT STRAVIS TECHNOLOGIES 1111 SOUTH MAIN STREET, SUITE 128 GRAPEVINE, TX 76051 (903) 436-4601 TOM DEFRANGE

Phone Room C108 - East 1/4" = 1'-0"

C 0" 20' -

GENERAL NOTES: PROVIDE FIRE TREATED WOOD BLOCKING AS REQ'D FOR INSTALLATION OF ALL ACCESSORIES

MOUNTING HEIGHTS AND LOCATIONS IN ACCORDANCE W/ADA ACCESSIBILITY GUIDELINES.

ALL ACCESSORIES ARE BOBRICK --- SERIES U.O.N. PROVIDE SCHEDULED OR SIMILAR PER SPEC

Dining C101E

1 A12.1

16.8째

WC2

/8"

7' - 4"

6 A12.2

FUTURE FLAT PANEL 1 28' - 5

0.2

4' - 6"

2' - 10"

CT1

CT3

/8"

C108

C106 1' - 8 1/8"

3' - 3

C109

CT3

7 3' - 11

A12.1 3' - 0"

1' - 9"

3' - 0"

4' - 11 1/8"

3' - 11 1/2" ST3

ST1

8' - 0"

4' - 6"

1/8"

C113

CT1

ST1 6"

5' - 1

CT1

16.8째

8' - 0"

A12.1

1/4" = 1'-0"

ADA Restroom South 1/4" = 1'-0"

ADA Restroom East

Phone C108 A9.2

A9.2

7' - 3"

LIGHT COVE RE: RCP

2 CT1

4' - 6"

C112

ST1 C112A CT1

CT1

MIN.

6' - 10"

CT3

19 A12.1

A12.1

CT3

24 5' - 4 3/8"

5' - 2 3/8"

2' - 4 5/8"

C112B

4' - 0"

5' - 2 1/2"

Project

1' - 0"

9/14/2012 12/3/2012 12/3/2012 01/30/2013 05/10/2013 05/30/2013

ST3

CT1 4' - 1 1/2"

11' - 3 3/8"

4' - 4 3/8"

CT3

WC2 F

ST3

4' - 7 5/8"

26' - 1 1/8"

F A

CT1

ST1 WC2

CT1

CT3 19 A12.1

CT3

1' - 0 1/8"

Men's Restroom - East 1/4" = 1'-0"

Men's Rest Room - South 1/4" = 1'-0"

ACCESSIBLE URINAL

5' - 8 1/2"

2' - 6"

C111

C111A

C111B

9' - 10" 13' - 11 1/2"

CT1

ST1 6"

A12.1

CT1

8' - 0"

F A

1' - 6 1/4"

Enlarged Plan - Dining & Support Spaces

A12.1

C111B

ST1

8' - 0"

CT1

WC2

A12.1

WC2

LIGHT COVE ABOVE, CONTINUE TILE TO TOP OF COVE

Addendum 01 PR 3 PR 4 PR 7 PR 13 PR 14

Date

03/12/2012

Sheet No.

1' - 5"

CT1/ST1

WC2

6' - 0"

5' - 1"

1 6 7 15 24 25

CT1

LIGHT COVE RE: RCP

4' - 6"

3' - 6"

11 1/2"

C111A

A9.2

REVISIONS

2' - 10"

WC2

17 4' - 0 1/2"

NEW HSS COLUMN, RE: S-SERIES DWGS

3' - 4"

C112A

WC2

2' - 5 3/8"

2' - 6"

3' - 0"

A9.2

6' - 0"

CT1/ST1

6' - 10"

4' - 3 3/8"

1/4" = 1'-0"

Men C111

2' - 6"

4' - 4 1/4"

1' - 0 1/4" CLEAR

Women C112

1/4" = 1'-0"

Women's Restroom - West

A/V & IT C107

1/4" = 1'-0"

Women's Rest Room - South

CENTER PTNS B/W FIXTURES PER T.A.S., TYP. D

3' - 7"

1' - 0 1/2"

10 1/2"

5' - 4 3/8"

Corridor C101F

2' - 0 3/4"

Women's Restroom - East

ADA C113

4' - 2 1/2"

C107

C112

24 C113

5 A12.2

7 1/4" 1' - 8 1/8"

5' - 4 7/8"

1' - 6 1/4"

3' - 3"

4' - 9 1/4"

ENLARGED PLANS

CT3

ST1 C112B

Sheet Title

WC2 CT1 A 5' - 0" CLEAR

CT1

6' - 10 7/8"

C111

14' - 4"

2' - 9 1/8"

2' - 5 1/2"

1/4" = 1'-0"

4' - 6"

ST3

0.7

2' - 10"

/8" 43' - 8 1

FUTURE FLAT PANEL

A9.2

15' - 4 1/4"

A12.1 F

ST3

6' - 11 5/8"

ST1

CT1

1100 W Louis Henna Boulevard West Round Rock, Texas 78681

CT1

CT1 ST1

A9.2

8' - 0"

13' - 0"

Multipurpose C110

WC2

CT1

WC2

8' - 0"

Corridor C101F

LIGHT COVE ABOVE, CONTINUE TILE TO TOP OF COVE

Intelligent Operations Center

C110

NOTE: REFER TO AD SHEETS LAYOUT PLANS FOR ADD'L DIMENSIONS

Emerson Process Management

8' - 0 3/4"

4' - 6"

5' - 9 3/4"

Falcon C106

Phone C109

1' - 0"

10 0째

1' - 7 1/8"

Men's Rest Room - West 1/4" = 1'-0"

CT3

A9.2 Project No. Drawn By Checked By

1023.02 JH, KM RD 5/31/2013 11:13:33 AM

1/2" TYP. MTL PANEL JT.

METAL CORNER PANEL METAL COUNTER FLASHING

LINE OF STOREFRONT MULLION BELOW SHIM AS NEEDED

EIFS SYSTEM

5/8" DENSDECK SHEATHING

EXPANSION JOINT "M" SEAL

6" MTL STUDS W/ R-19 BATT INSULATION

SCHED PTN. NOTE: SEE 4/A9.4 FOR MORE INFO

6" MTL STUDS W/ R-19 BATT INSULATION

METAL PANEL CLADDING

BACKER ROD & SEALANT METAL PANEL CLADDING

EXT'G PRECAST PANEL

5/8" DENSDECK SHEATHING

RELOCATED EXT'G ALUM. STOREFRONT

EXT'G BACKER ROD & SEALANT

EXT'G PRECAST PANEL

ALIGN 2"

1/2" 4"

SHIM AS NECESSARY

SCHED PTN.

SCHED. PTN.

3" = 1'-0"

ALUM COUNTER FLASHING TO MATCH STOREFRONT

EXT'G PRECAST PANEL

EXPANSION JOINT "M" SEAL

METAL PANEL WALL CONTINUES AT BLDG WEST

Plan Detail @ Metal Corner Panel & Storefront Entry 3" = 1'-0"

METAL CORNER PANEL

Plan Detail @ Ext'g Precast Panel & Metal Panel 3" = 1'-0"

Plan Detail @ Metal Panel & Demo'd Precast Panel 3" = 1'-0"

Plan Detail @ Ext'g Precast Panel & Storefront Entry 3" = 1'-0"

NEW 3 5/8" MTL STUDS TO DECK

6" MTL STUDS W/ R-19 BATT INSULATION DEMO EXT'G PLASTER

5/8" GWB

METAL COUNTER FLASHING

CAULK

WATERPROOFING MEMBRANE 5/8" DENSDECK SHEATHING

EXT'G FRAMING EXT'G SHEATHING

ALUM. STOREFRONT

EXT'G PLASTER SOFFIT

6" MTL STUDS W/ R-19 BATT INSULATION

ZINC PANEL CLADDING WATERPROOFING MEMBRANE, WRAP OVER FRAMING

5/8" GWB

5/8" DENSDECK SHEATHING

METAL PANEL CLADDING

ZINC COUNTER FLASHING

SHIM AS NEEDED

26 NEW 3/4" MTL REVEAL TO MATCH EXT'G

EXT'G PLASTER SOFFIT CAULK

BACKER ROD & SEALANT

CAULK

MTL COUNTER FLASHING WATERPROOFING MEMBRANE

SHIM AS NEEDED

1/2" TYP. MTL PANEL JT.

ALUM. STOREFRONT

BACKER ROD & SEALANT

METAL COUNTER FLASHING SHIM AS NECESSARY BACKER ROD & SEALANT METAL COUNTER FLASHING

BACKER ROD & SEALANT

1/2"

RELOCATED EXT'G ALUM. STOREFRONT

5/8" DENSDECK SHEATHING WATERPROOFING MEMBRANE WRAP OVER FRAMING METAL PANEL CLADDING

RELOCATED EXT'G ALUM. STOREFRONT WATERPROOFING MEMBRANE SHIM AS NECESSARY

SEALANT

Plan Detail @ Metal Panel Wall & Storefront Entry 3" = 1'-0"

Section Detail @ Storefront Entry & Ext'g Plaster Soffit 3" = 1'-0"

Section Detail at Zinc Panel & Storefront Entry 3" = 1'-0"

METAL COUNTER FLASHING

BACKER ROD & SEALANT 5/8" GWB

RELOCATED EXT'G ALUM. STOREFRONT SHIM AS NECESSARY

EXT'G PRECAST PANEL

WATERPROOFING MEMBRANE WRAP OVER TOP OF FRAMING 5/8" DENSDECK SHEATHING

16 AS BUILT

SCHED. PTN.

Plan Detail @ Storefront - Metal Panel to GWB Transition 3" = 1'-0"

Zinc Wall - Base 3" = 1'-0"

Zinc Panel @ Ext'g Precast Panel 3" = 1'-0"

3/4" PTD METAL REVEAL TO MATCH EXT'G

SHIM AS NECESSARY

METAL PANEL CLADDING

Zinc Panel @ Ext'g Plaster Soffit 3" = 1'-0"

WINDBREAK RE: SPEC

EXTERIOR DETAILS

WATERPROOFING

6" MTL STUDS W/ R-19 BATT INSULATION

Sheet Title

METAL PANEL CLADDING

SCHED. FINISH

EXT'G PLASTER SOFFIT

11' - 0" AFF

1100 W Louis Henna Boulevard West Round Rock, Texas 78681

PEEL AND STICK MEMBRANE FLASHING

6" CMU -GROUT SOLID

METAL COUNTER FLASHING SLOPE 1/4"

11' - 0" AFF

Intelligent Operations Center

BACKER ROD & SEALANT

7/8" HAT CHANNEL

Emerson Process Management

5/8" GWB

Project

NEW SIDEWALK TO MATCH EXISTING, RE: C-SERIES DWGS

5/8" DENSDECK SHEATHING W/ TAPED SEAMS

HOLD SHEATHING AND GWB OFF CONCRETE 1/2" AND CAULK

3/4"

EXP. JT.

R-19 BATT INSULATION W/ VAPOR BARRIER

2 1/2" BATT INSULATION

METAL TERMINATION TRIM

SEALANT

Zinc Wall - Base

3 5/8" MTL STUD @ 16" O.C.

2 1/2" MTL STUD @16" O.C.

WATERPROOFING MEMBRANE

1/2"

Plan Detail at Curtain Wall & Precast Panel

EMSEAL EXPANSION JOINT

EXT'G BACKER ROD & SEALANT

METAL PANEL CLADDING

SEALANT

SCHED. PTN.

5/8" DENSDECK SHEATHING WATERPROOFING MEMBRANE, WRAP OVER FRAMING

WATERPROOFING MEMBRANE EXT'G PRECAST CONC. PANEL

500 Washington Avenue St. Louis, Missouri Main: 314.621.4343 fox@fox-arch.com

METAL COUNTER FLASHING

BACKER ROD & SEALANT

Plan Detail at Curtain Wall & Metal Panel

03/12/2012

ALUM STOREFRONT

Suite 1250 63101-1236 Fax: 314.621.0261 www.fox-arch.com

ALUM. CURTAIN WALL SYSTEM WATERPROOFING MEMBRANE WRAP OVER FRAMING

SCHED. PTN.

WATERPROOFING MEMBRANE

REVISIONS 7 26

PR 4 PR 15

12/3/2012 07/11/2013

03/12/2012

Date Sheet No.

A9.3 Project No. Drawn By Checked By

1023.02 JH, KM RD 7/29/2013 11:28:12 AM

A9.1

WC1

A9.1

A9.1 24

12 A12.3

1/4" = 1'-0"

WC1

A12.2

CONSTRUCTION PROJECT MANAGER LML GROUP, LLC 12700 HILL COUNTRY BLVD., SUITE S-100 BEE CAVE, TX 78738 (512) 431-8590 LARRY LEONARD

1/4" = 1'-0"

MEP ENGINEER SSC ENGINEERING, INC. 18207 EDISON AVENUE CHESTERFIELD, MO 63005 (636) 530-7770 MIKE SWIM, PE

RE: M-SERIES DWGS FOR RETURN AIR

12 A12.3

A12.3

P1 WC1

WC1

6 A9.1 2 EQ. PANELS 12

FWP1

FUTURE FLAT PANEL MONITOR BY OWNER, COORD. POWER & DATA ROUGH-IN BEHIND FWP

RB2

TRASH DRAWER

A12.2

Elevation - Hawk South Wall 1/4" = 1'-0"

A12.1

WC1

A9.1

WC1

1/4" = 1'-0"

FWP1

6 A9.1

RB1

1/4" = 1'-0"

A12.3

I.T. CONSULTANT STRAVIS TECHNOLOGIES 1111 SOUTH MAIN STREET, SUITE 128 GRAPEVINE, TX 76051 (903) 436-4601 TOM DEFRANGE

Elevation - Hawk Screen Wall

WC1

RB2

Elevation - Hawk Demo Display Wall

11 A12.3

A9.1

STRUCTURAL ENGINEER SSC ENGINEERING, INC. 18207 EDISON AVENUE CHESTERFIELD, MO 63005 (636) 530-7770 RICHARD KWIATKOWSKI, PE, SE

A9.1

2' - 10"

A12.2

WC1

2' - 11"

WC1

VIDEO SCREEN BY OTHERS COORD. ROUGH OPENING WITH A/V

2' - 11"

11' - 0"

WC1

6' - 0"

6' - 1"

18 6' - 0"

4' - 2"

EMERSON PROJECT MANAGER EMERSON PROCESS MANAGEMENT 12301 RESEARCH BLVD. AUSTIN, TX 78759 (512) 834-7623 NORMAN ERLANDSON

A9.1

WC1

Elevation - Eagle Screen Wall

12 A12.3

RE: M-SERIES DWGS FOR RETURN AIR

PROVIDE 3/4" PLYWOOD BACKING TO RECEIVE GLASS MARKERBOARD

1" 8' - 0"

WC1

A9.1

EGL

Suite 1250 63101-1236 Fax: 314.621.0261 www.fox-arch.com

2' - 1"

FWP1

RB2

FWP1

VIDEO SCREEN BY OTHERS COORD. ROUGH OPENING WITH A/V

6' - 0" A9.1

9 PANELS @ 2'-4" EA.

WC1

TRASH DRAWER

1' - 10"

WC1 1' - 11"

23 3"

RE: M-SERIES DWGS FOR RETURN AIR

WC1

A9.1

WC1

A9.1

Elevation - Eagle Demo Display Wall

1' - 3"

Sim

RB2

03/12/2012

A12.1

A12.3

WC1

1/4" = 1'-0"

10' - 9"

EGL

Elevation - Eagle South Wall

6' - 1"

WC1

6' - 0"

A12.2

A12.3

RE: M-SERIES DWGS FOR RETURN AIR

WC1

500 Washington Avenue St. Louis, Missouri Main: 314.621.4343 fox@fox-arch.com

FUTURE FLAT PANEL MONITOR BY OWNER, COORD. POWER & DATA ROUGH-IN BEHIND FWP

RB2

2' - 1"

WC1

FWP1

WC1

PROVIDE 3/4" PLYWOOD BACKING TO RECEIVE GLASS MARKERBOARD

WC1

A12.2

A9.1

2' - 11"

A9.1

2' - 10"

12 A12.3

A9.1

FWP1

4' - 2"

TYP.

WC1

10 A12.2

RE: M-SERIES DWGS FOR RETURN AIR

2' - 11"

3" 1' - 10" 6' - 0"

2' - 4"

2' - 11"

WC1

FWP1 11' - 0"

1' - 10"

1' - 3"

RE: M-SERIES DWGS FOR RETURN AIR

1' - 10"

A12.3

10 A12.2

1' - 6"

Sim

A12.3

3 EQUAL PANELS

2' - 0"

FWP1

A12.3

FWP1

7' - 1"

FWP1 9

VIDEO TILE WALL BY OTHERS COORD. ROUGH OPENING WITH A/V

A12.2

C102A

1/2" REVEAL, COORD. W/ OPENING FOR VIDEO WALL

FWP1

A9.1

3/4" x 12" SLOT CUT IN GWB AND WALL BASE @ 16" O.C. BETWEEN STUDS, ONLY UNDER VIDEO TILE OPENING 15

EQ.

Elevation - iOps Video Wall

1/4" = 1'-0"

Elevation - iOps Doors C102B 1/4" = 1'-0"

Project

1/4" = 1'-0"

Elevation - iOps Doors C102A

EQ.

Sheet Title

RB2

INTERIOR ELEVATIONS

6' - 6"

RB2

1100 W Louis Henna Boulevard West Round Rock, Texas 78681

A12.2

Intelligent Operations Center

RB2

C102B

12 EQUAL PANELS

3' - 11"

3 EQUAL PANELS

C102A

Emerson Process Management

C102B

ALIGN WITH CANTED GLASS WALL 9' - 0"

9' - 0"

10' - 9"

A12.3

REVISIONS 6

2' - 0"

A12.3

SEE 1/A12.2 EQ.

2' - 0"

2' - 8"

2' - 0"

2' - 8"

2' - 0"

2' - 8"

2' - 0"

2' - 8"

2' - 0"

2' - 8"

2' - 0"

2' - 8"

2' - 0"

2' - 8"

2' - 0"

2' - 8"

2' - 0"

2' - 8"

2' - 0"

WC1

SEE 1/A12.2

EQ.

WC1

1/4" = 1'-0"

Elevation - Service C116 1/4" = 1'-0"

RB-2

Date

15 2' - 10"

1stFLOOR Floor 1ST 866'--6" 6" 866'

21 A12.1 TYP.

A12.2

WC1

EASE EDGE C104

RB-1

9/14/2012 12/3/2012 12/3/2012 01/30/2013 02/13/2013 02/28/2013 03/11/2013 03/19/2013 04/08/2013

A12.3

2' - 10"

CABINET DOORS TO MATCH WC-1, TYP.

2' - 10"

8" DEEP FULL GWB ENCLOSURE DISPLAY ALCOVE, TYP.

Corridor - South

SOLID SURFACE COUNTER RE: FINISH PLANS FOR SURFACE INFO.

A6.1

RB-1

Addendum 01 PR 3 PR 4 PR 7 PR 10 PR 10 - Revised PR 10 - R2 PR 11 PR 12

6' - 1"

6' - 2"

6' - 1"

TYP.

2' - 6"

1 6 7 15 17 18 19 21 23

RB-1

18 A12.2

CABINET DOORS TO MATCH WC-1, TYP.

RB-2

03/12/2012

Sheet No.

A11.1 Project No. Drawn By Checked By

1023.02 JH, KM RD 4/14/2013 4:49:05 PM

J 20' - 7 1/8"

2' - 5 1/8"

7' - 8"

10 A12.1 83 .2°

1' - 3 1/8" ° 183.5

A12.1

SS RETURN

UNDERCOUNTER REFRIGERATOR DRAWERS W/ SPRAY LACQUER MDF FACE

DRAWERS W/ SPRAY LACQUER MDF FACE

A12.1

" 7 3/8

500 Washington Avenue St. Louis, Missouri Main: 314.621.4343 fox@fox-arch.com

A12.1

EQ 2' - 9"

3' - 0 1/4"

76 .5 °

3 1/2"

A12.1

3' - 2"

14 14' -

1' - 8

4' - 5 1/4"

A12.1 1/4" 7' - 8

0.2

7' - 8"

SPRAY LACQUER MDF PANEL, TYP.

1' - 8

2' - 6"

TYP.

97 °

A12.1

Enlarged Plan - Servery Island 1/2" = 1'-0"

Servery Island - North 1/2" = 1'-0"

EMERSON PROJECT MANAGER EMERSON PROCESS MANAGEMENT 12301 RESEARCH BLVD. AUSTIN, TX 78759 (512) 834-7623 NORMAN ERLANDSON

Servery Island - South 1/2" = 1'-0"

CONSTRUCTION PROJECT MANAGER LML GROUP, LLC 12700 HILL COUNTRY BLVD., SUITE S-100 BEE CAVE, TX 78738 (512) 431-8590 LARRY LEONARD

QUARTZ COUNTERTOP 3/4" PLYWOOD 3/4" PLYWOOD

QUARTZ COUNTERTOP

4' - 0"

WOOD FRAMING

3/4" PLYWOOD

QUARTZ COUNTERTOP

MEP ENGINEER SSC ENGINEERING, INC. 18207 EDISON AVENUE CHESTERFIELD, MO 63005 (636) 530-7770 MIKE SWIM, PE

WOOD FRAMING

UNDERCOUNTER REFRIGERATOR BY OTHERS. COORD. POWER & PLUMBING

DRAWER PULLS

STRUCTURAL ENGINEER SSC ENGINEERING, INC. 18207 EDISON AVENUE CHESTERFIELD, MO 63005 (636) 530-7770 RICHARD KWIATKOWSKI, PE, SE

D E S U T O N

MDF W/ SPRAY LACQUER FINISH

2' - 9"

MDF W/ SPRAY LACQUER FINISH DRAWER FACE, COORD. W/ REFRIGERATOR MFG.

QUARTZ

I.T. CONSULTANT STRAVIS TECHNOLOGIES 1111 SOUTH MAIN STREET, SUITE 128 GRAPEVINE, TX 76051 (903) 436-4601 TOM DEFRANGE

WOOD BLOCKING AS REQ'D

WOOD BLOCKING AS REQ'D 2" TYP.

Section Detail - Servery Refrigerator 1 1/2" = 1'-0"

Section Detail - Servery Island Cross Section 1 1/2" = 1'-0"

3/4" PLYWOOD

Section Detail - Servery Island 1 1/2" = 1'-0"

Section Detail - Servery Island Transition 1 1/2" = 1'-0"

Section Detail - Servery Sink 1 1/2" = 1'-0"

3/4" PLYWOOD VARIES

SS COUNTERTOP

4' - 0"

SS COUNTERTOP

VARIES

SS COUNTERTOP

3/4" PLYWOOD DRAWER PULL

SERVICE SIDE

DRAWER PULL

EAGLE/HAWK ROOM SIDE

2' - 6"

DRAWER UNIT

CABIENT PULL

2' - 6"

MDF W/ SPRAY LACQUER FINISH CABINET DOOR

MDF W/ SPRAY LACQUER FINISH

MDF W/ SPRAY LACQUER FINISH DRAWER FACE

MDF W/ SPRAY LACQUER FINISH

MDF W/ SPRAY LACQUER FINISH CABINET

QUARTZ COUNTERTOP

T.O. COUNTER 2'-10" AFF

DRAWER UNIT

MDF W/ SPRAY LACQUER FINISH

CABINET PULLS

WASTE BIN ON PULL-OUT

DRAWER FACE TO MATCH WC-1

WC-1

DRAWER PULL

SCHEDULED PTN

13 GALLON TRASH CAN

DRAWER UNIT

SOLID SURFACE COUNTER TOP RE: FINISH PLANS

PLAM COUNTERTOP (SCRIBE TO WALL)

2' - 0"

1 1/2" = 1'-0"

VITREOUS CHINA LAVATORY BOWL

VARIES

SURFACE MOUNTED MIRROR

ST3 COUNTER TOP

SERVICE SIDE

EAGLE/HAWK ROOM SIDE

EASED EDGE

T.O. COUNTER 2'-10" AFF

WC-1 OVER 5/8" GWB OVER MTL STUD FRAMING

GWB CLG 9'-0" AFF

SIDE SPLASH BEYOND

QUARTZ COUNTERTOP CABINET PULLS WOOD BLOCKING

3 x 3 1/4" STL ANGLE GFCI OUTLET; RE: ELEVATIONS

2' - 10"

22 A12.1

STAINLESS STEEL UNDERMOUNT SINK

STEEL SUPPORT ARM -WHERE REQUIRED

22 SCHEDULED PARTITION

P-TRAP

3/4" 1' - 5"

1' - 3 1/2"

2x FTPW LEDGER BOLT TO WALL

SINK

STEEL TUBE SUPPORT

RE: ELEVATIONS

SS BACKSPLASH ON FTPW BLOCKING

SCHEDULED BASE

SOAP DINSPENSER BEYOND

NOTE: REFER TO ROOM FINISH SCHEDULE FOR PLAM SELECTIONS

CONTINIUOUS 3-SIDED CARCASE (REAR, BOTTOM, & REMOVABLE FRONT)

D E S U T O N

1 1/2"

HEAVY GA MTL

PL1

1" X 5" X 3/16" STRUCTURAL STEEL TUBE; SPAN WALL - TO WALL; WELD TO STEEL POST IN WALL EACH END

1" = 1'-0"

DETAIL - COUNTER 1 1/2" = 1'-0"

1 1/2" = 1'-0"

SCHEDULED PTN

Date

6" = 1'-0"

03/12/2012

Sheet No.

SCHEDULED BASE

DETAIL @ MIRROR

9/14/2012 12/3/2012 01/30/2013 04/01/2013 04/08/2013

ADJUSTABLE SHELF

SCHEDULED BASE WD BLOCKING 2 1/2"

DETAIL @ LAVATORY

Addendum 01 PR 3 PR 7 ASI 8 PR 12

CABINET DOOR TO MATCH WC-1

WC-1

WD BLOCKING

DETAIL - SERVING COUNTER @ SERVICE

REVISIONS 1 6 15 22 23

SCHEDULED BASE

SECTION @ LAVATORY

INTERIOR DETAILS

EASE EDGE

1 1/2" = 1'-0"

Sheet Title

1 1/2" = 1'-0"

Detail - Coffee Service Casework Trash Drawer

1100 W Louis Henna Boulevard West Round Rock, Texas 78681

1 1/2" = 1'-0"

Section Detail - Servery Island Cabinet w/ Trash Bin

Project

Section Detail - Servery Island Drawer

WD BLOCKING 2 1/2"

WD BLOCKING

1ST FLOOR 866' - 6"

Section Detail - Servery Island Cabinet

SCHEDULED BASE

Intelligent Operations Center

SCHEDULED BASE

Emerson Process Management

QUARTZ

3' - 4"

3' - 3 3/4"

10 6.8 °

AFF +34"

AFF +38"

SS RETURN

2' - 10"

13' -

" 7 1/2

03/12/2012 Suite 1250 63101-1236 Fax: 314.621.0261 www.fox-arch.com

4' - 0"

° 173.2

3' - 10 1/4"

96 .8°

A12.1 Project No.

Detail - Coffee Service Casework

Drawn By

1 1/2" = 1'-0"

Checked By

1023.02 JH, KM RD 4/14/2013 4:49:19 PM

17 2' - 2 3/4"

CLEAR GLAZING PANEL

6' - 0"

8" 1/

11 3/8"

-2

SCHEDULE PARTITION

23 WOOD VENEER WC-1

1' - 10

1' - 5 1/2"

SOLID SURFACE COUNTERTOP

ES RI A V

째 140

1/2"

8 S 1/ IE 4 R 2' VA

1.3

8" 3/

1' - 0"

WD BLOCKING AS REQ'D CAULK BOTH SIDES 1' - 0"

BOTTOM OF CANTED GLASS WALL BELOW

SCHEDULED PARTITION CLEAR SILICONE JT

CANTED LAMINATED GLASS

CLEAR GLASS PANEL W/ APPLIED FILM RE: ELEVATION 1/A9.2 FOR PANEL WIDTHS & FILM LOCATION

8' - 0"

CLEAR GLASS PANEL WITH APPLIED FILM; RE: ELEVATION 1/A9.2 FOR PANEL WIDTHS AND FILM LOCATION

1' - 0"

Plan Detail at Conference Service Doors 1" = 1'-0"

Plan Detail at I-OPS Glass Partition Connection 1" = 1'-0"

Plan Detail at AV/Small Conference Walls 1 1/2" = 1'-0"

Plan Detail at Falcon Room Corner 1 1/2" = 1'-0"

CONSTRUCTION PROJECT MANAGER LML GROUP, LLC 12700 HILL COUNTRY BLVD., SUITE S-100 BEE CAVE, TX 78738 (512) 431-8590 LARRY LEONARD

3' - 6 1/2" 1' - 0 1/2"

15 ADD ALTERNATE: USE HORIZONTAL SURFACE GRADE STAINLESS STEEL LAMINATE OVER 3/4" MDF FOR BOTH VERTICAL SURFACES AND HORIZONTAL SURFACE

SCHEDULED CEILINGS

2 1/2"

SOLID SURFACE TOP SCHED. PTN

WOOD FRAMING PER AWI CUSTOM CASEWORK

GLAZING MFG TO CONFIRM THICKNESS OF GLASS W/ ANGLE PROPOSED

7 - 10째

STRUCTURAL ENGINEER SSC ENGINEERING, INC. 18207 EDISON AVENUE CHESTERFIELD, MO 63005 (636) 530-7770 RICHARD KWIATKOWSKI, PE, SE

I.T. CONSULTANT STRAVIS TECHNOLOGIES 1111 SOUTH MAIN STREET, SUITE 128 GRAPEVINE, TX 76051 (903) 436-4601 TOM DEFRANGE

WOOD VENEER OVER 5/8" GWB OVER 2 1/2" MTL STUD FRAMING

1' - 6"

9'-0" AFF WRAP VENEER UNDER SOFFIT

3'-0" AFF

3" =

7 1/8"

3" = 1'-0"

BLOCKING AS REQ'D METAL PANEL

METAL PANEL

5/8" GWB

METAL PANEL ENCLOSURE

1/2"

METAL PANEL SHIM AS REQ'D

1 5/8"

A12.2 15

1/4" GWB

CANTED LAMINATED GLASS PANEL

RUBBER BASE RB-1 1/4"

1' - 10"

1/2" = 1'-0"

1' - 4"

Elevation - Entry Enclosure 1/2" = 1'-0"

Plan Detail - Entry Enclosure 3" = 1'-0"

Section Detail - Entry Enclosure Cross Section 3" = 1'-0"

Section Detail - Entry Enclosure 3" = 1'-0"

EXP JT ASSEMBLY, BALCO 75FP OR EQUAL 15

SCHED. FLOOR

1/2" ALUM. BAR STOCK

THICKSET OR LIGHTWEIGHT FLOOR FILL

EPOXY NON-SHRINK GROUT

Section Detail - Rubber Base RB-1 3" = 1'-0"

Project

5/8" GWB OVER 2 1/2" MTL STUDS

NEW SLAB, RE: S-SERIES DWGS

BLKG AS NECESSARY EXT'G STONE FINISH

EXT'G PRECAST PANEL

REVISIONS 1 5 7 15 17 19 21 23

1 1/2"

1/2"

CAULK BOTH SIDES

CANE DETECTION RAIL

Front Elevation - Entry Enclosure

1/2"

A12.2

3' - 0"

3 1/2"

1/2"

WOOD VENEER WC-1 GWB FINISH EDGE

1/2"

ANGLE TO MATCH THAT OF CANTED GLASS WALL. RE: DTL 7/A12.2

NEW INFILL SLAB, RE: S-SERIES DWGS

SCHED. PARTITION

5/8" GWB

C101

7 1/8"

16 GA MTL STUD FRAMING

7 1/8"

VARIES

CANTED GLASS WALL

3" = 1'-0"

16 GA MTL STUD FRAMING

A12.2

3" = 1'-0"

Detail - Typical Glass Joints

16 GA MTL STUD FRAMING

A12.2

Section Detail - Wood Veneer Furrout

CAULK BOTH SIDES

5/8" GWB 17

Detail - FWP Reveal

CANTED LAMINATED GLASS TRANSOM

GLASS DOOR 17 A12.2

23 1'-0"

AD36

7 A12.3

A12.3

Section Detail - FWP Wall Base

1 1/2" = 1'-0"

PAINT TOP OF GYP BD P6

2 1/2"

Section Detail - Bench at Canted Glass Wall

7 1/8"

16 A12.2

CLEAR SILICONE JOINT 1/4"

MTL STUD FRAMING W/ SOUND BATTS RUBBER BASE RB-1

7 1/8"

6' - 6"

5/8" GWB

1/2"

AD36

1/2" = 1'-0"

7 1/8"

WOOD SILL W/ 1/8" x 1/8" KERF AT BOTTOM EDGE

PROJECTION SYSTEM BY OTHERS

Section - Canted Glass Wall

FWP

FWP1

1/2"

AD36

A PAINT GWB P6

FWP1

2 1/2"

PROVIDE 24" x 18" REMOVEABLE PANELS AT 14 PROJECTOR LOCATIONS

1' - 10"

2' - 6 1/4"

CLEAR SILICONE JOINT

1/2"

MDF W/ SPRAY LACQUER FINISH

8 A12.2

1/4"

21 15

INTERIOR DETAILS

ALIGN

1 1/8" LAMINATED GLASS W/ STRUCTURAL SILICON VERTICAL JOINTS

Sheet Title

7 A12.3

MEP ENGINEER SSC ENGINEERING, INC. 18207 EDISON AVENUE CHESTERFIELD, MO 63005 (636) 530-7770 MIKE SWIM, PE

1100 W Louis Henna Boulevard West Round Rock, Texas 78681

1' - 11"

Intelligent Operations Center

EMERSON PROJECT MANAGER EMERSON PROCESS MANAGEMENT 12301 RESEARCH BLVD. AUSTIN, TX 78759 (512) 834-7623 NORMAN ERLANDSON

Emerson Process Management

03/12/2012

CLEAR GLASS PANEL

5/8"

90째

WOOD TRIM TO MATCH WC-1

CABINET DOORS, WC-1

WOOD VENEER WC-1

130 째

1" GLAZING CHANNEL BELOW

CLEAR SILICONE JT @ EACH END OF PANEL

WOOD TRIM TO MATCH WC-1

CLEAR SILICONE JOINT

1" GLAZING CHANNEL

9 1/8"

Suite 1250 63101-1236 Fax: 314.621.0261 www.fox-arch.com

SOUND BATTS

A12.1

500 Washington Avenue St. Louis, Missouri Main: 314.621.4343 fox@fox-arch.com

3 1/2" 1' - 10"

EXP JT

Addendum 01 PR 2 PR 4 PR 7 PR 10 PR 10 - R2 PR 11 PR 12

Date

9/14/2012 10/24/2012 12/3/2012 01/30/2013 02/13/2013 03/11/2013 03/19/2013 04/08/2013

03/12/2012

Sheet No.

SECURE BASE TO CONCRETE FLOOR VIA FLUSH FACE SET MACHINE SCREWS @ 16" O.C.

A12.2

1/2" ALUM. BAR STOCK BELOW GRADE EXP JT, EMSEAL BG SERIES OR EQUAL

Detail - Expansion Joint at New Infill Slab 6" = 1'-0"

Plan Detail - Furring over Ext'g Precast Panel 3" = 1'-0"

Section Detail - Cane Detection Rail 3" = 1'-0"

NOT USED

Project No. Drawn By Checked By

1023.02 JH, KM RD 4/14/2013 4:49:34 PM

(1) LAYER 5/8" GWB TO DECK ABOVE GLASS PARTITION

03/12/2012 Suite 1250 63101 1236 Fax: 314.621.0261 www.fox arch.com

SCHED. CEILING

3" SOUND BATT TO DECK 3" SOUND BATT TO DECK

2" x 1" GLAZING CHANNEL

5/8" GWB

1/2" TPD GLASS

GWB

MTL STUD FRAMING PROVIDE BLOCKING AS NECESSARY

SCHED. CEILING 3"

SCHED. CEILING

2" x 1" GLAZING CHANNEL

7 3/8"

3" = 1' 0"

SCHED CEILING 1" ALUM REVEAL 6 1/2"

6 1/2"

Detail Ceiling Reveal @ Eagle/Hawk

WOOD VENEER WC 1 OVER 5/8" GWB OVER 2 1/2" MTL STUD FRAMING

SCHED. CEILING

1/2" TPD GLASS SCHED CEILING

3 1/2" SOUND BATTS

LED LIGHT F4B

F4B, RE: RCP

500 Washington Avenue St. Louis, Missouri Main: 314.621.4343 fox@fox arch.com

5/8" GWB

6 1/2"

Detail GWB Soffit @ Eagle/Hawk Perimeter 3" = 1' 0"

WOOD VENEER OVER 5/8" GWB

5/8" GWB

3 5/8"

Detail Butt Glazed Wall Head @ Eagle/Hawk 3" = 1' 0"

Detail GWB Soffit @ Eagle/Hawk Entry 3" = 1' 0"

Detail ACT to GWB Transition @ Anteroom & Service 3" = 1' 0"

Detail Wood Veneer Reveal @ GWB Ceiling 3" = 1' 0"

CONTINUE GRID OVER CLOUD

MTL STUD FRAMING

SCHED. CEILING

1/4"

1/8"

SCHEDULED LAY IN CEILING

FWP

WD BLOCKING AS REQ'D

NOM. 2x6

PTD GWB ON MTL STUD FRAMING

I.T. CONSULTANT STRAVIS TECHNOLOGIES 1111 SOUTH MAIN STREET, SUITE 128 GRAPEVINE, TX 76051 (903) 436 4601 TOM DEFRANGE

SCHED. CEILING

PAINT GWB REVEAL P6

SCHEDULED LIGHT FIXTURE

SCHED. CEILING

5/8" GWB 3" SOUND BATT TO DECK

STRUCTURAL ENGINEER SSC ENGINEERING, INC. 18207 EDISON AVENUE CHESTERFIELD, MO 63005 (636) 530 7770 RICHARD KWIATKOWSKI, PE, SE

FWP1

SCHED. CEILING

1/2" GWB

EXT'G PRECAST PANEL AT COLUMN LINE K

EMERSON PROJECT MANAGER EMERSON PROCESS MANAGEMENT 12301 RESEARCH BLVD. AUSTIN, TX 78759 (512) 834 7623 NORMAN ERLANDSON

1/4"

2" x 1" GLAZING CHANNEL SCHED CEILING SCHED. CEILING 6"

PROVIDE WOOD BLOCKING AS NECESSARY

45째

RECESSED GLAZING CHANNEL CANTED 1 1/8" LAMINATED GLASS (2) 1/4" GLASS PANES, 1/8" LAMINATION

Detail Canted Glass Entry Wall 3" = 1' 0"

Detail Soffit Over iOps Door C102B 3" = 1' 0"

Detail iOps Ceiling Fixture 3" = 1' 0"

Detail FWP @ Lay in Ceiling 3" = 1' 0"

Detail GWB Ceiling Cloud Profile 3" = 1' 0"

4 7/8"

CONTINUE GRID OVER CLOUD SCHED CLG SOUND BATTS OVER IOPS ENRY DOOR C102A MTL STUD FRAMING TO DECK 6"

SCHEDULED CEILING

PROVIDE BLOCKING AS NECESSARY WOOD VENEER OVER 5/8" GWB F8, RE: RCP

3" = 1' 0"

Detail GWB Bulkhead @ Dining/Lounge 3" = 1' 0"

LAY IN CLG PERIMETER SYSTEM

Detail Roller Shade @ Ceiling Perimeter 3" = 1' 0"

Detail ACT to GWB Transition 3" = 1' 0"

Detail Wood Veneer Soffit Transition 3" = 1' 0"

Detail GWB Ceiling Cloud Edge 3" = 1' 0"

VARIES

2 1/2" MTL STUDS 5/8" GWB CONTINUE VENEER ABOVE LAY IN CEILING

3 1/2" SOUND BATT TO DECK

5/8" GWB

3 1/2" SOUND BATT TO DECK

WOOD VENEER WC 1

5/8" GWB

CEILING DETAILS

Detail ACT Transition @ Falcon Room

SCHED CLG

Sheet Title

SCHEDULED CEILING

MOTORIZED ROLLER SHADE

1100 W Louis Henna Boulevard West Round Rock, Texas 78681

1/2" GLASS

GLAZING CHANNEL, 1/2" GLASS, AND BLOCKING WHERE OCCURS, RE: RCP

MTL STUD BRACING AS REQ'D

Intelligent Operations Center

2" x 1" GLAZING CHANNEL

5/8" GWB 3 1/2"

5/8" GWB

WD BLOCKING AS REQ'D

Emerson Process Management

SCHED. CLG

MTL STUD FRAMING

Project

LAY IN CLG

SCHED. CLG

3/4"

ALIGN

FINISH WOOD TRIM TO MATCH VENEER

MTL STUD FRAMING

LAY IN CEILING

2 1/2" MTL STUDS CONTINUE CERAMIC TILE TO TOP OF COVE

LIGHT FIXTURE

WC 1

WD BLOCKING AS REQ'D 1' 0"

SEE ELEVATIONS

REVISIONS

LAY IN CEILING LAY IN CEILING

VARIES

FINISH WOOD TRIM TO MATCH WOOD VENEER

WOOD VENEER WC 1 OVER SCHED. PARTITION

WD BLOCKING AS REQ'D

1 5 7 17 18 21

Addendum 01 PR 2 PR 4 PR 10 PR 10 Revised PR 11

9/14/2012 10/24/2012 12/3/2012 02/13/2013 02/28/2013 03/19/2013

SEE PLANS

WRAP WC 1 UNDER SOFFIT

FLUSH PIVOT DOOR

LAY IN CEILING

WRAP WC 1 UNDER SOFFIT Date

21 6"

WD BLOCKING AS REQ'D

VIDEO SCREEN AND FRAME BY OTHERS COORD. ROUGH OPENING WITH A/V

03/12/2012

Sheet No.

VIDEO SCREEN AND FRAME BY OTHERS COORD. ROUGH OPENING WITH A/V 21 1' 0"

Detail Bathroom Cove light 3" = 1' 0"

A12.3

1' 0"

Detail Video Screen Soffit @ Hawk Room 3" = 1' 0"

Detail Wood Veneer Outside iOps 3" = 1' 0"

Detail iOps Access Door Head 3" = 1' 0"

Detail Video Screen Soffit @ Eagle Room 3" = 1' 0"

Project No. Drawn By Checked By

1023.02 JH, KM RD 3/19/2013 11:11:46 AM

Demo/Display C101C

07/31/2012

(12) C 02

(30) C 05

Hawk C105

(16) C 01

CR 01

T 02 (20) C 01

T 04

WS 01 (2)C 02

Corridor C101F

Eagle C103

T 03

(4) TR 01

C 02 C 02 Phone Phone C109 C108

A/V C104

500 Washington Avenue St. Louis, Missouri Main: 314.621.4343 fox@fox arch.com

EXIST.

Suite 1250 63101 1236 Fax: 314.621.0261 www.fox arch.com

Dining C101E EXIST.

EXIST.

Anteroom C101A

Falcon C106

Multipurpose C110

EMERSON PROJECT MANAGER EMERSON PROCESS MANAGEMENT 12301 RESEARCH BLVD. AUSTIN, TX 78759 (512) 834$7623 NORMAN ERLANDSON

(9) C 01

Lounge C101B

CONSTRUCTION PROJECT MANAGER LML GROUP, LLC 12700 HILL COUNTRY BLVD., SUITE S$100 BEE CAVE, TX 78738 (512) 431$8590 LARRY LEONARD

C 06

MEP ENGINEER SSC ENGINEERING, INC. 18207 EDISON AVENUE CHESTERFIELD, MO 63005 (636) 530$7770 MIKE SWIM, PE

A/V & IT C107

Display C117 (3) C 01

Vestibule W1006A

Mechanical C114

ADA C113

Women C112

iOps C102

Men C111 (8) C 02

Concierge C101

(4) C 04 17

(2) T 05

Badging E1000C

Security E1000B

Vestibule E1000A

T 01

STRUCTURAL ENGINEER SSC ENGINEERING, INC. 18207 EDISON AVENUE CHESTERFIELD, MO 63005 (636) 530$7770 RICHARD KWIATKOWSKI, PE, SE I.T. CONSULTANT STRAVIS TECHNOLOGIES 1111 SOUTH MAIN STREET, SUITE 128 GRAPEVINE, TX 76051 (903) 436$4601 TOM DEFRANGE

Lobby W1006

Corridor C100

Lobby E1000

ELEVATOR LOBBY E1020 ELEVATOR LOBBY E1008

Sheet Title

FURNITURE PLAN

1100 W Louis Henna Boulevard West Round Rock, Texas 78681

1/8" = 1' 0"

Intelligent Operations Center

Furniture Plan

Project

Emerson Process Management

CORRIDOR E1019

REVISIONS 1 17

Addendum 01 PR 10

9/14/2012 02/13/2013

FURN SPEC SUBMITTAL

08/15/2012

FURN SUBMITTAL $ REV

01/16/2013

FURN SUBMITTAL $ REV

02/11/2013

Date

07/31/2012

Sheet No.

FOR REFERENCE ONLY

A13.1 Project No. Drawn By Checked By

1023.02 JH, KM RD 2/18/2013 12:52:50 PM

J.5

6 2' - 11 1/8" 2' - 6"

6 5

10 15' - 1"

1' - 6 5/8" 10

1' - 7 3/8"

EMERSON PROJECT MANAGER EMERSON PROCESS MANAGEMENT 12301 RESEARCH BLVD. AUSTIN, TX 78759 (512) 834-7623 NORMAN ERLANDSON

CONSTRUCTION PROJECT MANAGER LML GROUP, LLC 12700 HILL COUNTRY BLVD., SUITE S-100 BEE CAVE, TX 78738 (512) 431-8590 LARRY LEONARD

6' - 2 1/8"

0.7

6' - 4 1/2"

8' - 10 3/8"

7' - 7 3/4" 7

5' - 9"

5 26' - 2"

1' - 5 3/8"

4' - 7 5/8"

3' - 11 1/4"

0.7

0.2

17' - 0"

13' - 9 3/8"

12' - 6"

10 10

9' - 3 1/2"

6' - 11"

5' - 9 3/4" 4' - 6 3/8"

1' - 1 3/8"

2' - 7 1/2" 2' - 2"

0.2

4' - 8 3/4"

500 Washington Avenue St. Louis, Missouri Main: 314.621.4343 fox@fox-arch.com

2' - 8 1/8"

7' - 4 7/8"

8' - 11 1/4" 3' - 7 3/8"

5' - 0 3/8" 5' - 3 1/8" 5' - 2 1/4"

2' - 8 7/8" 1' - 1 3/8"

7' - 2 1/2"

Suite 1250 63101-1236 Fax: 314.621.0261 www.fox-arch.com

10 4' - 5 3/8" 4' - 8 3/8"

07/31/2012

20' - 1 1/8"

5' - 5 1/8"

1' - 8"

19' - 5 1/8"

19' - 10 3/8"

19' - 0 3/4"

0.1 14' - 6 5/8"

0.1

6' - 0"

MEP ENGINEER SSC ENGINEERING, INC. 18207 EDISON AVENUE CHESTERFIELD, MO 63005 (636) 530-7770 MIKE SWIM, PE

3' - 1" 4

22 A6.1

J.6

J.5

Addendum 02 - Floor Box Location Plan 1/8" = 1'-0"

GENERAL NOTES - FLOOR BOX LOCATION PLAN

KEYED NOTES - FLOOR BOX LOCATION PLAN

DASHED LINE DENOTES TABLE LEG AT FLOOR

PROVIDE MIN POWER / COMM CONDUIT STUB OUT: TWO (2) 3/4" CONDUITS

(2) 1 1/4" CONDUITS (3) 3/4" CONDUITS

PROVIDE IN SLAB/UNDER SLAB ELECTRICAL CONDUIT SIZE PER CODE AS NOTED ON E-SERIES DWGS. MIN. 3/4" U.O.N. FROM EACH FLOOR BOX TO STUB UP.

PROVIDE IN SLAB/UNDER SLAB COMMUNICATION CONDUIT TO EACH FLOOR BOX AND STUB OUT NOTED. MIN 3/4" U.O.N FROM EACH FLOOR BOX TO STUB UP.

PROVIDE MIN POWER / COMM / A/V CONDUIT STUB UP IN PARTITION AS NOTED: TWO (2) 3/4" CONDUITS AND ONE (1) 1 1/4" CONDUIT

PROVIDE IN SLAB/UNDER SLAB A/V CONDUIT TO EACH FLOOR BOX AND STUB OUT NOTED. MIN 1 1/2" U.O.N. FROM EACH FLOOR BOX TO STUB UP.

PROVIDE MIN POWER / COMM / A/V CONDUIT STUB UP IN CHASE AREA BEHIND WALL: TWO (2) 3/4" CONUITS AND ONE (1) 1 1/4" CONDUIT

REFER TO SHEETS A9.1 AND A9.2 FOR PARTITION DIMENSION FOR ALL IN WALL, BEHIND WALL CONDUIT STUB UPS.

PROVIDE THREE (3) EACH MIN POWER / COMM / A/V CONDUIT STUB UP IN RECESSED PIT TO WEST CHASE AND ONE (1) EACH TO WEST WALL:

THIS DWG DEPICTS KNOWN A/V AND TELE/DATA (COMM) ROUGH-IN. A 3/4" POWER CONDUIT IS NOTED AS BASELINE BUT IT IS THE G.C./E.C. TO CONFIRM SIZE AND QUANTITY NEEDED TO MEET E-SERIES DWGS AND CODE.

PROVIDE WATERTIGHT SEAL AT ALL FLOOR PENETRATIONS

(2) 1 1/4" CONDUITS (3) 3/4" CONDUITS

IN-WALL (2) 3/4" CONDUITS (1) 1 1/4" CONDUIT

REVISIONS 6

PR 3

12/3/2012

IN-CHASE (4) 3/4" CONDUITS (2) 1 1/4" CONDUITS

PROVIDE TWO (2) 1 1/4" A/V CONDUITS AND TWO (2) 3/4" COMM CONDUITS IN ADDITION TO MIN POWER/COMM

PROVIDE FOUR (4) 1 1/4" A/V CONDUITS IN PARTITION IN-BOX WITH A/V AND COMM CONDUITS NOTED "CONDUITS ARE NOT IN-SLAB"

PROVIDE IN-WALL 1 1/4" CONDUIT AND ROUGH-IN BOX AS NOTED ON EAV1.1 DWG "CONDUIT IS NOT IN-SLAB"

THERE SHOULD BE FOUR (4) 1 1/4" A/V CONDUITS, FOUR (4) 3/4" COMM CONDUITS AND POWER CONDUITS PER CODE (2 SHOWN)

CENTER LINE OF TABLE LEG

ADD 02 - Floor Box Location Plan

J.4

Sheet Title

1100 W Louis Henna Boulevard West Round Rock, Texas 78681

Intelligent Operations Center

Project

Emerson Process Management

4" PVC PASS-THRU. SEE SHEET EAV2.1

IN-LIEU OF FLOOR BOX PROVIDE CONDUIT STUB-UP PER DETAIL 22/AD07

Date

07/31/2012

Sheet No.

AD08 Hawk & Eagle Table Stub-Up

Project No. Drawn By Checked By

1023.02 JH, KM RD 12/18/2012 11:30:53 AM

30' - 10 1/4"

29' - 9 1/4"

15' - 10 5/8"

3' - 7 1/8" 1' - 11 1/8"

5 EQ . PAN ELS

AN EL S EQ .P

1 AD19

500 Washington Avenue St. Louis, Missouri Main: 314.621.4343 fox@fox-arch.com

3 AD19

14 AD19

03/12/2012

4' - 2 3/4"

2' - 2 1/8" R4 '-6 "

ar c

4' - 4 5/8"

3' - 11 1/4"

ar c

12' - 1 3/4"

LS NE PA

14' - 3 1/4"

LS ANE P . 2 EQ

. EQ

11' - 8 1/4"

1' - 11 3/4"

15' - 6 1/4"

6 1/4"

Suite 1250 63101-1236 Fax: 314.621.0261 www.fox-arch.com

6' - 11 5/8"

4' - 1 7/8"

11 3/4" 3' - 8 3/8"

4 AD19 20' - 11 3/4"

11' - 0 7/8"

11' - 2 1/8"

11' - 1 5/8"

Hawk C105

11' - 4 5/8"

2' - 2 3/8"

2 EQ. P

ANELS

5' - 9 7/8"

AN EL S 4E Q. P

I.T. CONSULTANT STRAVIS TECHNOLOGIES 1111 SOUTH MAIN STREET, SUITE 128 GRAPEVINE, TX 76051 (903) 436-4601 TOM DEFRANGE

2' - 0" TYP. ELS . PAN Q E 7

9 1/2"

TYP.

2' - 0"

3 EQ . PAN ELS

TYP.

15' - 6 1/4"

7 AD19

2' - 0"

14' - 3 1/4"

S EL AN .P EQ

12' - 2 3/4"

9 AD19

11' - 8 1/2"

6 AD19

" '-6

5' - 10 3/8"

" R4

3' - 11"

'-6 R2

1' - 8 3/4"

5 AD19

10 AD19

c ar

TYP.

11 AD19

11' - 6 7/8"

11' - 11 3/4"

2' - 0"

10' - 5 3/4"

11' - 7 5/8"

11' - 2 1/2"

11' - 2 7/8"

CONSTRUCTION PROJECT MANAGER LML GROUP, LLC 12700 HILL COUNTRY BLVD., SUITE S-100 BEE CAVE, TX 78738 (512) 431-8590 LARRY LEONARD

Eagle C103

A/V C104A CENTERLINE NOT ORTHAGONAL TO BUILDING STRUCTURAL GRID

NELS 3 EQ. PA

11' - 2 1/4"

R 53' - 9 3/8"

11' - 4 3/8"

A/V C104

10' - 1 7/8"

11' - 0 5/8"

90 °

EMERSON PROJECT MANAGER EMERSON PROCESS MANAGEMENT 12301 RESEARCH BLVD. AUSTIN, TX 78759 (512) 834-7623 NORMAN ERLANDSON

3 EQ. PANELS

11' - 0 3/8"

arc

R 95' - 1 3/8"

EQ.

18' - 3 1/4"

13' - 6 1/4"

12 AD19

EQ.

A/V C104A

4 EQ. PANELS

12' - 1 3/4"

11' - 1"

A/V C104

NELS 4 EQ. PA

10' - 11"

R 2'

- 6"

13 AD19

1' - 4 7/8"

Layout Plan - Hawk/Eagle Radiussed Sills 1/4" = 1'-0"

5' - 0 5/8"

8' - 5 1/4"

5' - 0 1/8"

22' - 7 1/8"

3' - 5 1/4"

Layout Plan - Hawk/Eagle Glass Walls 1/4" = 1'-0"

NOTE: DIMENSIONS SHOWN ON SHEETS AD18 & AD19 FOR EAGLE C103, HAWK C105, A/V C104A, AND A/V C104B ARE TAKEN FROM THE CENTERLINES DRAWN BETWEEN THE UNDER-TABLE FLOOR BOXES IN THOSE ROOMS (AS SHOWN) AND NOT THE BUILDING STRUCTURAL GRID. THE DIMENSIONS FOR IOPS C102 SHOWN ON DRAWING 15/AD20 ARE TAKEN FROM THE BUILDING STRUCTURAL GRID.

23 5 1/4"

17' - 3"

7' - 0 3/8"

5' - 2 5/8"

29' - 2 5/8"

11' - 7 3/4"

11' - 3 1/4"

ARC e R 53' - 8"

ARC d

1' - 1

R 43' - 11"

ASI 3 - Layout Plans - Hawk/Eagle

" 0 1/2

7° ARC d' R 42' - 1"

1' - 11"

1' - 4 1/2"

1100 W Louis Henna Boulevard West Round Rock, Texas 78681

Sheet Title

12' - 0 5/8"

12' - 10"

13' - 6 5/8"

14' - 2 3/8"

14' - 8 7/8"

15' - 2 1/2"

15' - 7 1/8"

16' - 1 1/2"

16' - 3 3/8"

16' - 4 1/8"

16' - 3 1/4"

16' - 1 3/8"

15' - 10 1/2"

15' - 6 7/8"

15' - 2 1/8"

14' - 8 3/8"

14' - 1 3/4"

13' - 6"

12' - 10"

12' - 4 1/8"

12' - 0 1/8"

11' - 10 1/4"

15' - 10 3/4"

Eagle C103

A/V C104A

11' - 10 1/8"

12' - 3 7/8"

12' - 9 1/2"

13' - 2 5/8"

13' - 6 3/8"

13' - 9 1/8"

13' - 10 5/8"

13' - 11 1/8"

13' - 10 1/2"

13' - 8 5/8"

13' - 5 5/8"

A/V C104

13' - 1 1/2"

12' - 1 3/4"

11' - 4 3/4"

12' - 8 1/4"

1' - 4 3/4"

14' - 8 3/4"

12' - 10 1/8"

11' - 4"

11' - 5 7/8"

Hawk C105

12' - 0 1/8"

A/V C104A

8' - 9"

A/V C104

Intelligent Operations Center

Emerson Process Management

15' - 2"

15' - 3 5/8"

15' - 5 1/2"

15' - 6 1/2"

15' - 5 5/8"

15' - 3 3/4"

15' - 1"

10" TO CL

Project

11' - 3"

10.4°

12' - 6 3/4"

12' - 10 1/8"

13' - 1"

13' - 2 5/8"

13' - 3 1/8"

13' - 2 1/2"

13' - 0 5/8"

12' - 9 3/4"

12' - 5 1/2"

10' - 1"

12' - 1 5/8"

11' - 4"

8' - 9"

10' - 1"

15°

12' - 6 5/8"

1' - 4 3/4"

14' - 9 1/4"

23 14' - 4 1/8"

11°

REVISIONS 17 18 23

PR 10 PR 10 - Revised PR 12

02/13/2013 02/28/2013 04/08/2013

1' - 4 1/2" 11°

ARC b

7°

R 25' - 1"

12' - 3 1/4"

ARC a

11' - 10 1/2"

TYP.

2' - 0"

TYP.

2' - 0"

R 42' - 8"

2' - 0"

ARC c R 52' - 5"

24' - 11 1/2"

Layout Plan - A/V Rooms 1/4" = 1'-0"

Layout Plan - Hawk/Eagle Curved Walls 1/4" = 1'-0"

9' - 3 1/2"

5' - 4 7/8"

Date

03/12/2012

Sheet No.

38' - 6 1/8"

AD18 Project No. Drawn By Checked By

1023.02 JH, KM RD 4/14/2013 4:49:46 PM

6 5/8" 8 1/2"

4 7/8" 3"

3' - 4"

2 1/8"

3' - 4 3/4"

1/2" = 1'-0"

Eagle C103 Glass Wall Detail 1/2" = 1'-0"

3' - 4 1/2"

1/2" = 1'-0"

1' - 7 3/4"

Eagle C103 Glass Wall Detail 1/2" = 1'-0"

4 1/4" 6 1/2"

1 3/4"

3' - 1 3/4"

3' - 1"

3' - 5 5/8"

3' - 0 1/2"

1' - 6 3/8"

STRUCTURAL ENGINEER SSC ENGINEERING, INC. 18207 EDISON AVENUE CHESTERFIELD, MO 63005 (636) 530-7770 RICHARD KWIATKOWSKI, PE, SE

3' - 0 5/8" 1' - 3 3/8" 5 5/8" 9 3/8"

1' - 5 5/8"

1' - 0 5/8"

3 7/8"

1/2" = 1'-0"

Hawk C105 Glass Wall Detail 1/2" = 1'-0"

I.T. CONSULTANT STRAVIS TECHNOLOGIES 1111 SOUTH MAIN STREET, SUITE 128 GRAPEVINE, TX 76051 (903) 436-4601 TOM DEFRANGE

0.2

3' - 0 1/8"

Eagle C103 Glass Wall Detail

CONSTRUCTION PROJECT MANAGER LML GROUP, LLC 12700 HILL COUNTRY BLVD., SUITE S-100 BEE CAVE, TX 78738 (512) 431-8590 LARRY LEONARD

3' - 0 5/8"

3' - 2 3/8"

EMERSON PROJECT MANAGER EMERSON PROCESS MANAGEMENT 12301 RESEARCH BLVD. AUSTIN, TX 78759 (512) 834-7623 NORMAN ERLANDSON

MEP ENGINEER SSC ENGINEERING, INC. 18207 EDISON AVENUE CHESTERFIELD, MO 63005 (636) 530-7770 MIKE SWIM, PE

3' - 0"

3' - 5 7/8" 3' - 2 7/8"

2' - 10 1/2"

2 1/8"

3' - 5 7/8"

3' - 3 1/2"

2' - 9 7/8"

8 1/2" 11 7/8" 1' - 2 3/4"

6 3/4"8 7/8" 10 3/4"

1' - 5"

9 7/8" 1' - 0" 1' - 2 1/8" 1' - 4 1/8"

5 3/8" 7 5/8"

2' - 9"

Suite 1250 63101-1236 Fax: 314.621.0261 www.fox-arch.com

1' - 9 5/8"

Eagle C103 Glass Wall Detail

1' - 5 1/2" 1' - 1 1/2" 8 1/8"

500 Washington Avenue St. Louis, Missouri Main: 314.621.4343 fox@fox-arch.com

1' - 9 1/4"

1' - 2 1/4"

1/2" = 1'-0"

Eagle C103 Glass Wall Detail

11 7/8" 1' - 4 5/8"

10 1/8" 1' - 0 1/4"

7 7/8"

Eagle C103 Glass Wall Detail

03/12/2012

1' - 2 7/8" 8 3/4"

3' - 4 3/4"

1' - 7 5/8"

3' - 4 1/2"

3' - 1 1/8"

3' - 4 1/2"

3' - 2"

0.2

3' - 4 3/4"

3' - 2 5/8"

5 3/8"

3' - 3 1/8"

1' - 5 1/2" 1' - 0 1/8"

3' - 1 5/8"

2 1/8" 2 1/8"

7 1/4" 5 5/8"

Hawk C105 Glass Wall Detail 1/2" = 1'-0"

3/4"

Hawk C105 Glass Wall Detail 1/2" = 1'-0"

6" 9 3/4" 1' - 1 1/8" 1' - 3 1/2"

1' - 3"

ASI 3 - Layout Plans - Hawk/Eagle Sheet Title

1/2" = 1'-0"

1100 W Louis Henna Boulevard West Round Rock, Texas 78681

Intelligent Operations Center

1/2" = 1'-0"

Hawk C105 Glass Wall Detail

Project

Hawk C105 Glass Wall Detail

Emerson Process Management

1' - 5"

1' - 2 7/8" 1' - 0 1/8"8 1/2"

REVISIONS 23

PR 12

Date

04/08/2013

03/12/2012

Sheet No.

AD19 Project No. Drawn By Checked By

1023.02 JH, KM RD 4/14/2013 4:49:54 PM

J.5

K Suite 1250 63101-1236 Fax: 314.621.0261 www.fox-arch.com

07/31/2012 6' - 0 1/4"

0.2

4' - 1"

10"

3' - 7 3/4"

11 5/8"

EMERSON PROJECT MANAGER EMERSON PROCESS MANAGEMENT 12301 RESEARCH BLVD. AUSTIN, TX 78759 (512) 834-7623 NORMAN ERLANDSON

3/8"

/4"

3/4"

31' - 3 7/8" 25' - 9"

3' - 4 1/4" 2' - 2 3/4"

- 10 1

R 29 '-1

R 32'

4' - 5 1/8"

30' - 7 1/8" 26' - 11 7/8"

R 5' -

7 3/4

31' - 3 1/2"

2' - 6 3/8"

1' - 0 3/8"

2' - 0"

TYP.

LAYOUT PLANS - IOPS/AV-IT/FALCON

TYP.

Layout Plan - iOps / Falcon / A/V & IT

Sheet Title

1100 W Louis Henna Boulevard West Round Rock, Texas 78681

Intelligent Operations Center

1/4" = 1'-0"

Emerson Process Management

7' - 1 1/4"

Project

2' - 0"

7' - 0"

8" 5/

40째

29' - 1 3/4"

7' -

1' - 10 1/4"

30' - 5 5/8"

12' - 1 1/4"

5' - 6 3/8"

11' - 9 1/2" 29' - 0 3/8"

Display C117

7' - 9 1/8"

5' - 7 5/8"

4' - 0"

0.7

4' - 10 5/8"

2' - 4 1/8"

4' - 5 1/8"

4' - 8"

1" 4' - 1 7/8"

3' - 0 3/4" 2' - 2 1/8"

12' - 8 1/8"

1' - 2 1/4"

MEP ENGINEER SSC ENGINEERING, INC. 18207 EDISON AVENUE CHESTERFIELD, MO 63005 (636) 530-7770 MIKE SWIM, PE

1' - 0 3/8"

1' - 0 1/8"

1' - 9 1/2" 2' - 5" 1' - 5 3/8"

10 5/8"

5 3/4"

2' - 11"

3' - 3 3/8"

3' - 6 1/4" 2 1/2"

3' - 7 5/8" 7/8"

3' - 7 1/2" 1"

3' - 6" 2 3/4"

1' - 6 1/8"

2' - 1 7/8"

6 1/8"

3' - 3"

1' - 9"

9 1/2" 2' - 8 1/4"

2' - 1 7/8" 63 째

3' - 5 1/8"

3' - 5 3/4"

4' - 7 3/4"

6' - 0 3/4"

1' - 2 3/8"

4' - 2 1/4" 3' - 8 5/8"

1' - 11 1/4"

iOps C102

13' - 0 1/4"

1 1/2"

3' - 8 5/8"

2 5/8"

Ch AR 0" -1 ' 5 R6

h ARC " ' - 10 R 65

CONSTRUCTION PROJECT MANAGER LML GROUP, LLC 12700 HILL COUNTRY BLVD., SUITE S-100 BEE CAVE, TX 78738 (512) 431-8590 LARRY LEONARD

27' - 1 1/2"

3' - 8 3/4"

4 1/4"

3' - 2 3/4"

1' - 0"

4 1/4"

2' - 4 1/4"

2' - 4 7/8"

5 7/8"

2' - 6"

A/V & IT C107

6' - 9 1/8"

2' - 10 3/8"

6' - 9 1/8"

2' - 4 1/4"

6' - 8 3/4"

3' - 8 1/8"

8 1/8"

11 1/4"

3' - 7 7/8"

9 1/8"

Falcon C106

500 Washington Avenue St. Louis, Missouri Main: 314.621.4343 fox@fox-arch.com

3' - 1 3/4"

8 1/2"

1' - 11 1/8"

2' - 5 5/8"

1' - 0"

REVISIONS

Date

07/31/2012

Sheet No.

AD20 Project No. Drawn By Checked By

1023.02 JH, KM RD 12/18/2012 11:31:16 AM

37' 10 1/4"

45' 8 5/8"

500 Washington Avenue Suite 1250 St. Louis, Missouri 63101 1236 Main: 314.621.4343 Fax: 314.621.0261 fox@fox arch.com www.fox arch.com

17' 10 1/8"

18' 6 3/8"

19' 3"

19' 10 3/4"

20' 5 5/8"

20' 11 1/2"

21' 4 1/2"

21' 8 5/8"

21' 11 7/8"

22' 2 3/8"

22' 4"

22' 5 1/8"

22' 6 1/8"

22' 6 7/8"

22' 7 3/8"

22' 7 3/4"

22' 8"

22' 7 7/8"

22' 7 1/2"

22' 7"

22' 6 1/4"

22' 5 1/4"

22' 4 1/4"

22' 2 7/8"

22' 1 1/2"

21' 11 3/4"

21' 10"

21' 7 7/8"

21' 5 5/8"

21' 3 1/4"

21' 0 5/8"

20' 9 7/8"

20' 6 7/8"

20' 3 3/4"

20' 0 3/8"

19' 8 3/4"

19' 5"

19' 0 3/8"

18' 6 3/4"

17' 11 7/8"

17' 4"

16' 7 5/8"

NOTE: DIMENSIONS SHOWN ON SHEET AD24 FOR EAGLE C103, HAWK C105, A/V C104A, AND A/V C104B ARE TAKEN FROM THE CENTERLINES DRAWN BETWEEN THE UNDER"TABLE FLOOR BOXES IN THOSE ROOMS (AS SHOWN) AND NOT THE BUILDING STRUCTURAL GRID.

EMERSON PROJECT MANAGER EMERSON PROCESS MANAGEMENT 12301 RESEARCH BLVD. AUSTIN, TX 78759 (512) 834"7623 NORMAN ERLANDSON CONSTRUCTION PROJECT MANAGER LML GROUP, LLC 12700 HILL COUNTRY BLVD., SUITE S"100 BEE CAVE, TX 78738 (512) 431"8590 LARRY LEONARD

STRUCTURAL ENGINEER SSC ENGINEERING, INC. 18207 EDISON AVENUE CHESTERFIELD, MO 63005 (636) 530"7770 RICHARD KWIATKOWSKI, PE, SE

16' 0 7/8"

17' 1 5/8"

17' 11 3/8"

18' 8 1/8"

19' 4"

19' 10 7/8"

20' 4 3/4"

20' 9 3/4"

21' 2"

21' 5 1/4"

21' 7 3/4"

21' 9 3/8"

21' 10 1/2"

21' 11 1/2"

22' 0 1/4"

22' 0 3/4"

22' 1 1/8"

22' 1 1/4"

22' 1"

22' 0 5/8"

22' 0"

21' 11 1/8"

21' 10 1/8"

21' 8 7/8"

21' 7 1/2"

21' 5 7/8"

21' 4 1/8"

21' 2 1/8"

20' 11 7/8"

20' 9 1/2"

20' 6 7/8"

20' 4"

20' 1"

19' 9 7/8"

19' 6 3/8"

19' 2 3/4"

18' 11"

18' 7"

18' 2 1/4"

17' 8 1/2"

17' 1 5/8"

16' 5 1/4"

MEP ENGINEER SSC ENGINEERING, INC. 18207 EDISON AVENUE CHESTERFIELD, MO 63005 (636) 530"7770 MIKE SWIM, PE

I.T. CONSULTANT STRAVIS TECHNOLOGIES 1111 SOUTH MAIN STREET, SUITE 128 GRAPEVINE, TX 76051 (903) 436"4601 TOM DEFRANGE

TYP.

2' 0" TYP.

36' 1 1/8"

ASI5 Layout plan Hawk/Eagle Soffit 1 1/4" = 1' 0"

37' 10 1/4"

45' 8 1/2"

35' 6 1/2"

43' 3 3/4"

48' 2"

4' 5 3/8"

39' 0 1/2"

ASI 5 Layout Plans Hawk/Eagle Soffits

3" = 1' 0"

48' 3 5/8"

40' 11"

49' 4 1/4"

4' 3 5/8"

Detail Soffit @ Eagle/Hawk Reference

2" 1/

42' 8"

51' 1 7/8"

42' 7 1/4"

51' 3 1/4"

42' 5 1/4"

51' 4 1/2"

42' 2 5/8"

51' 5 3/4"

41' 11 1/2"

51' 7"

41' 7 7/8"

51' 8 1/4"

REVISIONS

51' 9 5/8" R

40' 9"

51' 7 1/2"

39' 6 1/2"

1/ 2"

5' 11"

41' 2 3/8"

Sheet Title

50' 11 3/4"

1100 W Louis Henna Boulevard West Round Rock, Texas 78681

42' 7 3/4"

Construction Set

50' 8 7/8"

10' 2"

42' 6 3/8"

12' 1 1/2"

50' 5 3/8"

10' 5 3/4"

42' 4"

13' 6 1/2"

50' 1 1/4"

1/ 2"

10' 5 3/4"

8' 11 1/2"

10' 10 1/2"

12' 2 3/8"

42' 0 1/2"

Emerson Process Management

49' 8 3/8"

Project

41' 7 3/8"

5' 11 3/8"

50' 8 3/4"

33' 4 3/4"

45' 7 1/4"

TYP.

37' 1"

2' 0"

3 5/8"

6 1/2"

2' 0"

ALL DIMENSIONS ON SHEET AD24 TO THIS FACE OF SOFFIT

NOTE: RE: 3/A12.3 FOR ADD'L INFO

2' 0" TYP.

48' 3 3/4"

Date

07/31/2012

Sheet No.

36' 1 1/4"

ASI5 Layout plan Hawk/Eagle Soffit 2 1/4" = 1' 0"

AD24 Project No. Drawn By Checked By

1023.02 JH, KM RD 1/18/2013 2:48:13 PM

1' 10"

1 K 6"

5' 10 1/2"

07/31/2012

LEVELING FRAME/BLKG SECURED TO FLOOR (SEE PLAN)

LEVELING FRAME/BLKG W/ PVC OR SST GLIDES (SEE PLAN)

6 1/4"

10 1/2"

1" = 1' 0"

7 1/2"

FRAME SECURED TO FLOOR THIS SIDE OF EXP JT SSM PLATFORM

1' 5" 17' 6 3/4"

4 1/4"

Concierge Casework Section through platform

FLOOR EXP JT

8 1/4"

6' 1"

500 Washington Avenue St. Louis, Missouri Main: 314.621.4343 fox@fox arch.com

3' 11 3/4"

EQ EQ

10 3/4"

4 1/2"

R1 '

3' 1 1/4"

6" 6"

1st Floor 866' 6"

16.4°

VARIES SEE PLANS

LED TAPE

PROVIDE BLKG AS NECESSARY

1/2" TGL W/ GLF 1

R 5' 0"

1/2" SSM OVER PWD, TYP.

1' 10"

28.1°

EQ.º

1" GLAZING CHANNEL

4' 1 1/4"

3' 10"

" 1' 0

LINE OF TOE KICK BELOW 13.9°

8 3/4"

1/2" TGL W/ GLF 1

1' 2 1/2"

EQ.º

5' 10 1/2"

2' 8"

3' 0 1/2"

6' 1"

3/4" TGL

1/2" SSM OVER PWD

Suite 1250 63101 1236 Fax: 314.621.0261 www.fox arch.com

FRAME ON PVC OR SST GLIDES THIS SIDE OF EXP JT

5 1/4"

2" GLAZING CHANNEL

4 1/4"

17.3°

LED TAPE

1/2" SSM OVER PWD & MTL STUD FRAMING

0.7

7 1/4"

2' 3 1/4"

PTD. GWB SOFFIT

SCHED. CEILING

16' 4 1/4"

" R 5' 0

VARIES SEE PLANS

EMERSON PROJECT MANAGER EMERSON PROCESS MANAGEMENT 12301 RESEARCH BLVD. AUSTIN, TX 78759 (512) 834 7623 NORMAN ERLANDSON

Concierge Casework Plan View

CONSTRUCTION PROJECT MANAGER LML GROUP, LLC 12700 HILL COUNTRY BLVD., SUITE S 100 BEE CAVE, TX 78738 (512) 431 8590 LARRY LEONARD

1/2" = 1' 0"

17' 8 1/2"

7 1/2"

K 1' 4 1/4"

MEP ENGINEER SSC ENGINEERING, INC. 18207 EDISON AVENUE CHESTERFIELD, MO 63005 (636) 530 7770 MIKE SWIM, PE

3' 0 1/4" 17.3°

4' 11 3/4"

1' 10"

R 5' 0"

SCHED. CLG PTD. GWB SOFFIT

" 1' 0

2' 0"

LINE OF SOFFIT WALL ABOVE

23.7°

3' 0 1/4"

Solid Surface 9' 9" A.F.F.

1/2" SSM OVER 3/4" PWD, TYP.

16.4°

PROVIDE BLKG AS NECESSARY

4' 3 1/8"

1/2" TGL W/ GLF 1

4' 1 1/4"

1" GLAZING CHANNEL

1' 3"

STEEL COLUMNS. RE: S SERIES DWGS

R 5'

1st Floor 866' 6"

8 1/4"

LED TAPE

2' 11 3/4"

1/2" SSM OVER 3/4" PWD

PROVIDE BLKG AS NECESSARY

I.T. CONSULTANT STRAVIS TECHNOLOGIES 1111 SOUTH MAIN STREET, SUITE 128 GRAPEVINE, TX 76051 (903) 436 4601 TOM DEFRANGE

6' 1"

LED TAPE

0.7

STRUCTURAL ENGINEER SSC ENGINEERING, INC. 18207 EDISON AVENUE CHESTERFIELD, MO 63005 (636) 530 7770 RICHARD KWIATKOWSKI, PE, SE

6' 1"

LEVELING FRAME/BLKG SECURED TO FLOOR (SEE PLAN)

Callout of Concierge Casework Reference Plan 3" = 1' 0"

Concierge Casework Section through column surround 1" = 1' 0"

Concierge Casework RCP 1/2" = 1' 0"

K GWB SOFFIT

0.7

19' 11 1/4"

K GWB SOFFIT

1' 5"

LEVELING FRAME/BLKG W/ PVC OR SST GLIDES (SEE PLAN)

PROVIDE GROMMET OPENING FOR A/V CABLES AND POWER FEED MOUNTING HOLES, RE: A/V SPEC

FLOOR EXP. JT.

2' 5 1/2" 4' 11"

1/4" = 1' 0"

Concierge Casework Side Elevation 1/4" = 1' 0"

AD27

Concierge Casework Reference Plan

Project

Concierge Casework Front Elevation

ASI 5 Casework Concierge

" 2 1/4 10'

3/4" 3' 4

2' 5 1/2"

AD27

" 4 3/4

Sheet Title

SOLID SURFACE

A/V PANEL BY OTHERS

1100 W Louis Henna Boulevard West Round Rock, Texas 78681

3/4" TGL

8 AD27

SOLID SURFACE

3/4" 3' 4

Intelligent Operations Center

4' 9"

Emerson Process Management

1/2" TGL W/ GFL 1

8' 9"

1/2" TGL W/ GFL 1

SOLID SURFACE

8' 9"

SOLID SURFACE

1/2" = 1' 0"

REVISIONS Add Alt No. 1

01/16/2013

COORDINATE MOUNTING HOLE LOCATION W/ A/V Date

3/4" TGL W/ GLF 1

07/31/2012

Sheet No.

AD27 20

Concierge Northeast View

Concierge Northwest View

Concierge Southwest View

Concierge Southeast View

Project No. Drawn By Checked By

1023.02 JH, KM RD 1/16/2013 12:32:59 PM

44' - 11 3/4"

500 Washington Avenue Suite 1250 St. Louis, Missouri 63101-1236 Main: 314.621.4343 Fax: 314.621.0261 fox@fox-arch.com www.fox-arch.com

NOTE: DIMENSIONS SHOWN ON SHEET AD24 FOR EAGLE C103, HAWK C105, A/V C104A, AND A/V C104B ARE TAKEN FROM THE CENTERLINES DRAWN BETWEEN THE UNDER-TABLE FLOOR BOXES IN THOSE ROOMS (AS SHOWN) AND NOT THE BUILDING STRUCTURAL GRID.

29' - 3 1/2"

37' - 0 3/4"

23 29' - 7 3/4"

11' - 3"

11' - 8 1/4"

12' - 6 1/4"

13' - 3"

13' - 10 3/4"

14' - 5 1/4"

14' - 11"

15' - 3 3/4"

12' - 8 3/4"

12' - 1 1/4"

10' - 3"

10' - 8 1/2"

11' - 5 1/2"

15' - 7 1/2"

15' - 8 1/2"

ACT3 11' - 0" A.F.F.

MEP ENGINEER SSC ENGINEERING, INC. 18207 EDISON AVENUE CHESTERFIELD, MO 63005 (636) 530-7770 MIKE SWIM, PE

10' - 8 1/4"

10' - 6 1/4"

STRUCTURAL ENGINEER SSC ENGINEERING, INC. 18207 EDISON AVENUE CHESTERFIELD, MO 63005 (636) 530-7770 RICHARD KWIATKOWSKI, PE, SE

NOTE: RE: 2/A12.3 FOR ADD'L INFO 23

1' - 11 3/4"

34' - 2 1/2"

I.T. CONSULTANT STRAVIS TECHNOLOGIES 1111 SOUTH MAIN STREET, SUITE 128 GRAPEVINE, TX 76051 (903) 436-4601 TOM DEFRANGE

1' - 2 3/4"

9 1/4"

43' - 10 1/4"

2' - 8 1/4"

6 1/2"

TYP.

44' - 11 3/4"

47' - 2 1/2"

38' - 11"

47' - 4 3/4"

38' - 10 1/4"

47' - 6 1/4"

38' - 8"

47' - 7 3/4"

38' - 5 1/4"

47' - 9"

38' - 2"

47' - 10 1/4"

Sheet Title

38' - 10 3/4"

1100 W Louis Henna Boulevard West Round Rock, Texas 78681

46' - 11 1/2"

Construction Set

38' - 9 1/4"

Emerson Process Management

46' - 7 3/4"

Project

8' - 3 1/2"

38' - 6 1/2"

9' - 5 3/4"

61 /2"

1/2

8' - 11 1/4"

2' -

43' - 10 3/4"

'-6 R2

7' - 11 1/2"

8' - 3"

2' - 0"

36' - 0"

1' - 5" 1' - 9 1/4"

37' - 0 3/4"

8' - 4 3/4"

1' - 5 1/2"

ASI 6 - Layout Plans - Hawk/Eagle Inner Soffits

1/4" = 1'-0"

8' - 6 1/2"

2' - 0"

ASI6 - Layout plan - Hawk/Eagle Inner Soffit 1

8' - 9 3/4"

47' - 11 1/2"

2' -

35' - 2 1/2"

1' - 5 3/4"

45' - 5 1/4"

36' - 2 3/4"

46' - 7 1/4"

2' -

61 /2"

2' - 4 3/4"

37' - 10 1/4"

1/ 2"

REVISIONS

1 23

9/14/2012 04/08/2013

1' - 4 1/4"

Date

03/12/2012

ASI6 - Layout plan - Hawk/Eagle Inner Soffit 2 1/4" = 1'-0"

TYP.

Sheet No.

2' - 0"

3" = 1'-0"

1' - 9 3/4"

Detail - Inner Soffit @ Eagle/Hawk Reference

TYP.

SCHED. CEILING

2' - 0"

ALL DIMENSIONS ON SHEET AD28 TO THIS FACE OF SOFFIT

2' - 0" TYP.

AD28 Project No. Drawn By Checked By

1023.02 JH, KM RD 4/14/2013 4:50:04 PM

500 Washington Avenue Suite 1250 St. Louis, Missouri 63101 1236 Main: 314.621.4343 Fax: 314.621.0261 fox@fox arch.com www.fox arch.com

NOTE: DIMENSIONS SHOWN ON SHEET AD24 FOR EAGLE C103, HAWK C105, A/V C104A, AND A/V C104B ARE TAKEN FROM THE CENTERLINES DRAWN BETWEEN THE UNDER%TABLE FLOOR BOXES IN THOSE ROOMS (AS SHOWN) AND NOT THE BUILDING STRUCTURAL GRID.

20' 10 1/4"

15' 4"

NOTE: DIMENSIONS EQUAL THIS SIDE OF CLOUD

20' 2 1/2"

4' 10 3/4"

2' 8 1/2"

4' 7 1/2"

5' 2 1/4"

5' 7 3/4"

CONSTRUCTION PROJECT MANAGER LML GROUP, LLC 12700 HILL COUNTRY BLVD., SUITE S%100 BEE CAVE, TX 78738 (512) 431%8590 LARRY LEONARD MEP ENGINEER SSC ENGINEERING, INC. 18207 EDISON AVENUE CHESTERFIELD, MO 63005 (636) 530%7770 MIKE SWIM, PE STRUCTURAL ENGINEER SSC ENGINEERING, INC. 18207 EDISON AVENUE CHESTERFIELD, MO 63005 (636) 530%7770 RICHARD KWIATKOWSKI, PE, SE I.T. CONSULTANT STRAVIS TECHNOLOGIES 1111 SOUTH MAIN STREET, SUITE 128 GRAPEVINE, TX 76051 (903) 436%4601 TOM DEFRANGE

NOTE: RE: 12/A12.3 FOR ADD'L INFO 6"

17' 5 1/4"

6' 3"

3' 9"

3' 8 3/4"

3' 7 1/4"

3' 4"

2' 11"

2' 4 1/2"

1' 6 3/4"

3' 10 3/4"

5' 11 1/2"

16' 10 1/2"

6' 2"

13' 4"

3' 11 1/4"

NOTE: DIMENSIONS EQUAL THIS SIDE OF CLOUD

EMERSON PROJECT MANAGER EMERSON PROCESS MANAGEMENT 12301 RESEARCH BLVD. AUSTIN, TX 78759 (512) 834%7623 NORMAN ERLANDSON

TYP.

2' 0"

45째

2' 0" TYP.

ALL DIMENSIONS IN DWG 9/AD29 TAKEN TO THIS EDGE OF CEILING CLOUD

Sheet Title

1100 W Louis Henna Boulevard West Round Rock, Texas 78681

Construction Set

Emerson Process Management Project

16' 1 3/4"

15' 10 1/4"

15' 4"

14' 10 3/4"

14' 3"

14' 0 1/2"

13' 11 1/4"

11' 3 1/4"

13' 10 3/4"

13' 11 1/4"

14' 0 1/2"

14' 2 3/4"

14' 5"

11' 7 3/4"

ASI 6 Layout Plans Clouds @ Hawk/Eagle

1/4" = 1' 0"

14' 6 1/2"

ASI6 Layout plan Hawk/Eagle Clouds

REVISIONS 1

9/14/2012

Date

07/31/2012

Sheet No.

TYP.

3" = 1' 0"

2' 0"

ASI6 Hawk/Eagle Ceiling Cloud Reference Detail

2' 0" TYP.

AD29 Project No.

1023.02

ASI6 Layout plan Servery Soffit

Drawn By

1/4" = 1' 0"

Checked By

JH, KM RD

1/29/2013 10:01:51 AM

PANEL "C"

NOTE: FOR SHOP DRAWING REFERENCE ONLY. G.C./SUBONCTRACTOR RESPONSIBLE FOR VERIFYING ALL DIMENSIONS SHOWN. SEE A-SERIES DWGS FOR ADD'L INFO.

PANEL "A"

9 AD36

PANEL "D"

Plan

1/4" = 1'-0"

500 Washington Avenue Suite 1250 St. Louis, Missouri 63101-1236 Main: 314.621.4343 Fax: 314.621.0261 fox@fox-arch.com www.fox-arch.com

PANEL "C"

"B" EL N A P

AD36

2" GLAZING CHANNEL

1' - 2"

MEP ENGINEER SSC ENGINEERING, INC. 18207 EDISON AVENUE CHESTERFIELD, MO 63005 (636) 530-7770 MIKE SWIM, PE

9' - 6"

10' - 9"

1" GLAZING CHANNEL

I.T. CONSULTANT STRAVIS TECHNOLOGIES 1111 SOUTH MAIN STREET, SUITE 128 GRAPEVINE, TX 76051 (903) 436-4601 TOM DEFRANGE

GWB SOFFIT

STRUCTURAL ENGINEER SSC ENGINEERING, INC. 18207 EDISON AVENUE CHESTERFIELD, MO 63005 (636) 530-7770 RICHARD KWIATKOWSKI, PE, SE

22 AD36

1st Floor 866' - 6" STRUCTURAL SILICON JOINTS AT EA. PANEL TO BE 3/8" AT OUTER EDGE

Elevation 1/4" = 1'-0" 3' - 4 1/2"

2' - 8"

3' - 8 3/4"

89 .5 °

° .4 91

3' - 9 1/2"

° 90

2" GLAZING CHANNEL

1' - 4"

1" GLAZING CHANNEL

2" GLAZING CHANNEL

° 90

2" GLAZING CHANNEL

1' - 4"

REVISIONS

3/4"

10' - 9"

1" GLAZING CHANNEL

10' - 11

3/8" AT OUTSIDE EDGE

ASI 7 - Canted Glass Entry Wall

GWB SOFFIT

Project

GWB SOFFIT

Sheet Title

2" GLAZING CHANNEL

1100 W Louis Henna Boulevard West Round Rock, Texas 78681

2" GLAZING CHANNEL

Construction Set

Canted Wall - Panel "D"

Canted Wall - Panel "C"

1' - 2"

Canted Wall - Panel "B"

10' - 9"

Date

03/12/2012

Sheet No.

80 .4 °

1" GLAZING CHANNEL

3' - 1 1/2"

3' - 6 1/2"

Canted Wall - Panel "A"

90 °

1" GLAZING CHANNEL

° .6 88

1" GLAZING CHANNEL

9' - 6"

90 .5 °

Emerson Process Management

10' - 11 3/4"

1" GLAZING CHANNEL

1st Floor 866' - 6"

Detail - Structural Silicon Joint 6" = 1'-0"

Section - Panel D 1/2" = 1'-0"

1st Floor 866' - 6"

Section - Panels A, B, C 1/2" = 1'-0"

AD36 Project No. Drawn By Checked By

1023.02 JH, KM RD 3/12/2013 1:53:05 PM

"NN" 6 PAN ELS

"AA"

AD37

S NEL 3 PA

4 PANELS

ANELS "LL" 4 P

"CC"

C105B

500 Washington Avenue Suite 1250 St. Louis, Missouri 63101-1236 Main: 314.621.4343 Fax: 314.621.0261 fox@fox-arch.com www.fox-arch.com

"B B" PA NE LS

" M "M LS NE PA

C103B

AD37

Hawk C105

Eagle C103

EMERSON PROJECT MANAGER EMERSON PROCESS MANAGEMENT 12301 RESEARCH BLVD. AUSTIN, TX 78759 (512) 834-7623 NORMAN ERLANDSON

"KK"

3 PANELS

"DD"

S 3 PANEL

"JJ " 4P AN EL S

STRUCTURAL ENGINEER SSC ENGINEERING, INC. 18207 EDISON AVENUE CHESTERFIELD, MO 63005 (636) 530-7770 RICHARD KWIATKOWSKI, PE, SE

E" "E LS NE PA

C105A

AD37

C103A

"FF" 3 PA NELS

AD37

"GG"

"HH"

2 PANE LS

9 3' - 0 1/4"

3' - 5 13/16"

Eagle/Hawk Glass Walls 1/4" = 1'-0"

1' - 7 9/16"

2' - 10 11/16"

2' - 6 15/16"

3' - 3 3/8"

1' - 9 1/2"

3' - 4 7/16"

3' - 4 11/16"

1' - 11 1/16"

3' - 3 3/4"

GWB SOFFIT 11'-0" AFF

1' - 5 11/16"

NELS 7 PA

GWB SOFFIT 11'-0" AFF

3' - 6"

I.T. CONSULTANT STRAVIS TECHNOLOGIES 1111 SOUTH MAIN STREET, SUITE 128 GRAPEVINE, TX 76051 (903) 436-4601 TOM DEFRANGE

2" GLAZING CHANNEL, TYP.

"GG"

"HH"

"JJ"

"KK"

"LL"

"MM"

"NN"

1/2" = 1'-0"

2' - 0"

3' - 3"

1' - 5 1/4"

Project

2" 2' - 0"

2' - 1 1/4"

2' - 0"

3' - 3"

2' - 0"

1' - 5 1/4"

2' - 0"

1ST FLOOR

Eagle/Hawk Glass Wall Legend

11' - 2" C105A

C105B

9' - 0"

C103A

9' - 0"

C103B

11' - 2"

NOTE: FOR SHOP DRAWING REFERENCE ONLY. G.C./SUBONCTRACTOR RESPONSIBLE FOR VERIFYING ALL DIMENSIONS SHOWN. SEE A-SERIES DWGS FOR ADD'L INFO.

11' - 2"

REVISIONS

11' - 2"

1ST FLOOR

1" GLAZING CHANNEL, TYP.

ASI 7 - Eagle/Hawk Glass Walls

"FF"

Sheet Title

"EE"

1100 W Louis Henna Boulevard West Round Rock, Texas 78681

"DD"

Construction Set

"CC"

Emerson Process Management

"BB"

11' - 2"

"AA"

10' - 11"

11' - 2"

NOTE: 3/8" SILICON AT ALL BUTT-GLAZED JOINTS

Date

03/12/2012

Sheet No.

1st Floor 866' - 6"

Elevation - Door C103B 1/2" = 1'-0"

1st Floor 866' - 6"

Elevation - Door C103A 1/2" = 1'-0"

1st Floor 866' - 6"

Elevation - Door C105A 1/2" = 1'-0"

1st Floor 866' - 6"

AD37 Project No.

Elevation - Door C105B 1/2" = 1'-0"

Drawn By Checked By

1023.02 JH, KM RD 3/12/2013 6:49:10 PM