5
GSPublisherVersion 524.0.51.100 /Users/hufker/Dropbox/TLG Projects/TLG - DE - Wilshire/DWG/DE - Wilshire.pln | 2:48 PM | Tuesday, March 13, 2018 DE - WEST COAST HQ 9460 WILSHIRE BLVD. | SUITE 400 BEVERLY HILLS, CA 90212 TITLE SHEET DRAWING ISSUE PROJECT #: DRAWN BY: 1722.DB WJH 1.1 3/13/18 All ideas, designs, arrangements and plans indicated or represented by this drawing are owned by and are the property of The Libman Group and developed for use and in conjunction with the specified project. None of the ideas, designs, arrangements or plans shall be used by or disclosed for any purpose whatsoever without the written authorization of The Libman Group PROGRESS DRAWINGS A.F.F. ABOVE FINISH FLOOR ADJ. ADJUSTABLE ALT. ALTERNATE A.B. ANCHOR BOLTS & AND ARCH. ARCHITECTURAL @ AT BM. BEAM BM. PKT. BEAM POCKET BRG. BEARING BLK’G. BLOCKING BOT. BOTTOM B.F. BOTTOM OF FOOTING BLDG. BUILDING B.O. BY OWNER CAB. CABINET CLG. CEILING CL. CENTER LINE C.T. CERAMIC TILE CLR. CLEAR COL. COLUMN CONC. CONCRETE CONN. CONNECTION CONT. CONTINUOUS DTL. DETAILS DBL. DOUBLE DWL. DOWEL E.W. EACH WAY ELEV. ELEVATION EXIST’G EXISTING EXT. EXTERIOR FLR. FLOOR FTG. FOOTING FND. FOUNDATION GA. GAUGE G.L. GLU-LAM G.W.B. GYPSUM WALL BOARD HT. HEIGHT HK. HOOK HORIZ. HORIZONTAL INFO. INFORMATION INSUL. INSULATION JST. JOIST L.L. LIVE LOAD LONGINT. LONGITUDINAL N.I.C. NOT IN CONTRACT O.C. ON CENTER OPP. OPPOSITE O/ OVER PTD. PAINTED PERF. PERFORATED PL. PLATE PLY. PLYWOOD PROP. LINE PROPERTY LINE REINF. REINFORCEMENT RDWD. REDWOOD REQ’D. REQUIRED RESIL. RESILENT REV. REVISED S.M. SHEET METAL SIM. SIMILAR S.F. SQUARE FEET STD. STANDARD STL. STEEL STDS. STUDS THK. THICK TLT. TOILET T.F. TOP OF FOOTING T.P. TOP OF PLATE T.L. TOP OF LEDGE T.W. TOP OF WALL TOT. TOTAL T.B. TOWEL BAR TRANSV. TRANSVERSE TYP. TYPICAL U.N.O. UNLESS NOTED UTHERWISE V.I.F. VERIFY IN FIELD GENERAL 1.1 TITLE SHEET ARCHITECTURAL 3.1 FLOOR PLAN | EXISTING | 1/4" 3.2 FLOOR PLAN | PROPOSED | 1/4" 3.3 FURNITURE PLAN | PROPOSED | 1/2" 3.4 FURNITURE PLAN | PROPOSED | 1/2" 3.5 FURNITURE PLAN | PROPOSED | 1/2" LOCATION ........................................................................... 9460 WILSHIRE BOULEVARD OCCUPANCY GROUP ..................................................................................................... B CONSTRUCTION ..................................................................................................... TYPE I NET LEASABLE AREA ........................................................................................ 2,592 S.F. LAND USE ZONE ....................................................................... C-3 COMMERCIAL ZONE ASSESSOR'S ID #: ...................................................................................... 4328-033-001 APPLICABLE CODES........................... 2016 CALIFORNIA BUILDING STANDARDS CODE 8.1 INTERIOR ELEVATIONS | 1/2" 033 LBB 5.1 A 9470 WILSHIRE REFERENCE GRID LINE SPOT ELEVATION WINDOW MARK DOOR MARK ROOM NUMBER DRAWING REVISION ASSEMBLY DETAIL CUT SECTION CUT EXTERIOR ELEVATION DETAIL CALLOUT SECTION DETAIL CALLOUT INTERIOR ELEVATION ROOM 100 F11 1 T. O. RIDGE BEAM 123'-6 1 / 2 " 4.4 1 1 7.1 1 7.1 8.1 1 2 3 4 VICINITY MAP SYMBOL LEGEND PROJECT INFORMATION DRAWING INDEX PROJECT DIRECTORY GENERAL NOTES MATERIAL LEGEND GYPSUM WALL BOARD RAW FRAMING WOOD BLOCKING ROCK - NON COMPACTED FILL CONCRETE STONE FRAME WALL BRICK PLYWOOD BATT INSULATION FINISHED WOOD RIGID INSULATION ABBREVIATIONS DOUGLAS ELLIMAN - WEST COAST HQ PROGRESS DRAWINGS BUIDLING OWNER Info Pending XXX XXX XXX, CA 90212 P. 310.XXX.XXXX [email protected] TENANT Douglas Elliman Real Estate Stephen Kotler 150 El Camino Drive Beverly Hills, CA 90212 P. 310.595.3888 [email protected] ARCHITECT The Libman Group John Hufker, AIA 520 E. Hyman Ave. Aspen, CO 81611 P. 970.309.4428 [email protected] GENERAL CONTRACTOR X X X X X X MECHANICAL CONTRACTOR X X X X X X ELECTRICAL CONTRACTOR X X X X X X PLUMBING CONTRACTOR X X X X X X FIRE SAFETY X X X X X X SPRINKLER CONTRACTOR X X X X X X 1. The Contract Documents shall consist of the general notes and the architectural, mechanical, and structural drawings. All future additional specifications, details, drawings, clarifications, or changes shall, in turn, become part of these documents. Work indicated or reasonably implied in any one of the documents shall be supplied as though fully covered in all. Any discrepancy between any parts of the drawings shall be reported to the Architect immediately for clarification. 2. The Libman Group waves any and all liability for problems which arise from failure to follow the design intent of the plans. Contractor to obtain and/or request guidance of The Libman Group with respect to any errors, omissions, inconsistencies, or conflicts which may be discovered or alleged. 3. The Plans and Specifications are the property of the Architect and are not to be used without the permission of same. 4. All work shall comply with all state and local codes, ordinances, rules, regulations and laws of building officials or authorities having jurisdiction. All work shall be performed to the highest standards or craftsmanship by journeymen of the appropriate trades. 5. The Contract Documents represent the finished structure. They do not indicate the method of construction. The Contractor shall provide all measures necessary to protect the structure during construction. Observation visits to the site by the Structural Engineer or Architect shall not include inspection of the above items nor will the architect or structural engineer be responsible for the contractor's means, methods, techniques, sequences for procedure of construction, or the safety precautions and the techniques, sequences for procedure of construction, or the safety precautions and the programs incident thereto. The Contractor shall be responsible for all Federal and OSHA regulations. 6. THE DRAWINGS ARE NOT TO BE SCALED. Written dimensions are to be used. If there is a discrepancy in dimensions, the Architect should be notified for clarification. All dimensions on the drawings shall be verified against the existing conditions. All dimensions are to rough framing or face of concrete unless noted otherwise. 7. These documents are intended to include all labor, materials, equipment, and services required to complete all work described herein. It is the responsibility of the Contractor to bring to the attention of the Architect any conditions which will not permit construction according to the intentions of these documents. 8. The Building Inspector shall be notified by the Contractor when there is need of an inspection as required by the I.B.C., or by any local code or ordinance. 9. LOT STAKED: The Contractor shall arrange for the building to be located and staked after demolition or site clearing, to be approved by the Architect. The Contractor shall review the lot staking and verify, to the best of his ability, its accuracy. The Contractor shall also check the grade where it meets the building to evaluate the consistency with the drawings during excavation. Work to be done by a certified surveyor. 10. RECORD DRAWINGS: Contractor to maintain a complete set of blue/black-line prints of contract drawings and shop drawings for record mark-up purposes throughout the Contract time. Mark-up drawings during course of the work to show changes and actual installation conditions, sufficient to form a complete record for Owner's purposes. Give particular attention to work which will be concealed and difficult to measure and record at a later date, and work which may require servicing or replacement during life of project. Require entities marking prints, to sign and date each mark-up. Bind prints into manageable sets, with durable paper cover, appropriately labeled. 11. SOILS AND CONCRETE: The General Contractor shall arrange for a visual site inspection at the completion of excavation by a soils engineer, and the required concrete testing prior to any foundation work. 12. Property lines, utilities and topography shown is representative of information taken from a survey. Notify Architect of any discrepancy or variation between the Drawings and actual site conditions. 8

DOUGLAS ELLIMAN - WEST COAST HQ...alt. alternate a.b. anchor bolts & and arch. architectural @ at bm. beam bm. pkt. beam pocket brg. bearing blkÕg. blocking bot. bottom ... wood blocking

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Page 1: DOUGLAS ELLIMAN - WEST COAST HQ...alt. alternate a.b. anchor bolts & and arch. architectural @ at bm. beam bm. pkt. beam pocket brg. bearing blkÕg. blocking bot. bottom ... wood blocking

GSPublisherVersion 524.0.51.100/Users/hufker/Dropbox/TLG Projects/TLG - DE - Wilshire/DWG/DE - Wilshire.pln | 2:48 PM | Tuesday, March 13, 2018

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TITLE SHEET

DRAWING ISSUE

PROJECT #:

DRAWN BY:

1722.DB

WJH

1.1

3/13/18

All id

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PROGRESS DRAWINGS

A.F.F. ABOVE FINISH FLOOR ADJ. ADJUSTABLE ALT. ALTERNATE A.B. ANCHOR BOLTS & AND ARCH. ARCHITECTURAL @ AT BM. BEAM BM. PKT. BEAM POCKET BRG. BEARING BLK’G. BLOCKING BOT. BOTTOM B.F. BOTTOM OF FOOTING BLDG. BUILDING B.O. BY OWNER CAB. CABINET CLG. CEILING CL. CENTER LINE C.T. CERAMIC TILE CLR. CLEAR COL. COLUMN CONC. CONCRETE CONN. CONNECTION CONT. CONTINUOUS DTL. DETAILS DBL. DOUBLE DWL. DOWEL E.W. EACH WAY ELEV. ELEVATION EXIST’G EXISTING EXT. EXTERIOR FLR. FLOOR FTG. FOOTING FND. FOUNDATION GA. GAUGE G.L. GLU-LAM G.W.B. GYPSUM WALL BOARD HT. HEIGHT HK. HOOK

HORIZ. HORIZONTAL INFO. INFORMATION INSUL. INSULATION JST. JOIST L.L. LIVE LOAD LONGINT. LONGITUDINAL N.I.C. NOT IN CONTRACT O.C. ON CENTER OPP. OPPOSITE O/ OVER PTD. PAINTED PERF. PERFORATED PL. PLATE PLY. PLYWOOD PROP. LINE PROPERTY LINE REINF. REINFORCEMENT RDWD. REDWOOD REQ’D. REQUIRED RESIL. RESILENT REV. REVISED S.M. SHEET METAL SIM. SIMILAR S.F. SQUARE FEET STD. STANDARD STL. STEEL STDS. STUDS THK. THICK TLT. TOILET T.F. TOP OF FOOTING T.P. TOP OF PLATE T.L. TOP OF LEDGE T.W. TOP OF WALL TOT. TOTAL T.B. TOWEL BAR TRANSV. TRANSVERSE TYP. TYPICAL U.N.O. UNLESS NOTED UTHERWISE V.I.F. VERIFY IN FIELD

GENERAL

1.1 TITLE SHEET ARCHITECTURAL

3.1 FLOOR PLAN | EXISTING | 1/4" 3.2 FLOOR PLAN | PROPOSED | 1/4" 3.3 FURNITURE PLAN | PROPOSED | 1/2" 3.4 FURNITURE PLAN | PROPOSED | 1/2" 3.5 FURNITURE PLAN | PROPOSED | 1/2"

7.1 ASSEMBLIES & DETAILS | 1/2"

8.1 INTERIOR ELEVATIONS | 1/2" 8.2 INTERIOR ELEVATIONS | ½” 8.3 INTERIOR ELEVATIONS | ½” MECHANICAL

M0 MECHANICAL COVER SHEET M1 MECHANICAL SPECIFICATIONS M2 MECHANICAL DEMOLITION PLAN M3 MECHANICAL NEW PLAN ELECTRICAL

E.1 LIGHTING PLAN

PROJECT INFORMATION LOCATION ........................................................................... 9460 WILSHIRE BOULEVARD OCCUPANCY GROUP ..................................................................................................... B CONSTRUCTION ..................................................................................................... TYPE I NET LEASABLE AREA ........................................................................................ 2,592 S.F. LAND USE ZONE ....................................................................... C-3 COMMERCIAL ZONE ASSESSOR'S ID #: ...................................................................................... 4328-033-001 APPLICABLE CODES ........................... 2016 CALIFORNIA BUILDING STANDARDS CODE

GENERAL

1.1 TITLE SHEET ARCHITECTURAL

3.1 FLOOR PLAN | EXISTING | 1/4" 3.2 FLOOR PLAN | PROPOSED | 1/4" 3.3 FURNITURE PLAN | PROPOSED | 1/2" 3.4 FURNITURE PLAN | PROPOSED | 1/2" 3.5 FURNITURE PLAN | PROPOSED | 1/2"

7.1 ASSEMBLIES & DETAILS | 1/2"

8.1 INTERIOR ELEVATIONS | 1/2" 8.2 INTERIOR ELEVATIONS | ½” 8.3 INTERIOR ELEVATIONS | ½” MECHANICAL

M0 MECHANICAL COVER SHEET M1 MECHANICAL SPECIFICATIONS M2 MECHANICAL DEMOLITION PLAN M3 MECHANICAL NEW PLAN ELECTRICAL

E.1 LIGHTING PLAN

033

LBB

5.1A

9470WILSHIRE

REFERENCE GRID LINE

SPOT ELEVATION

WINDOW MARK

DOOR MARK

ROOM NUMBER

DRAWING REVISION

ASSEMBLY DETAIL CUT

SECTION CUT

EXTERIOR ELEVATION

DETAIL CALLOUT

SECTION DETAIL CALLOUT

INTERIOR ELEVATION

ROOM100

F11

1

T. O. RIDGE BEAM123'-6 1/2"

4.41

17.1

17.1

8.1

1

2

3

4

VICINITY MAP

SYMBOL LEGEND

PROJECT INFORMATION

DRAWING INDEX

PROJECT DIRECTORY

GENERAL NOTES

MATERIAL LEGENDGYPSUM WALLBOARD

RAW FRAMING

WOOD BLOCKING

ROCK - NONCOMPACTED FILL

CONCRETE

STONE

FRAME WALL

BRICK

PLYWOOD

BATT INSULATION

FINISHED WOOD

RIGID INSULATION

ABBREVIATIONS

DOUGLAS ELLIMAN - WEST COAST HQ

PRO

GRE

SS D

RAW

ING

S

BUIDLING OWNER Info Pending XXX XXX XXX, CA 90212 P. 310.XXX.XXXX [email protected] TENANT Douglas Elliman Real Estate Stephen Kotler 150 El Camino Drive Beverly Hills, CA 90212 P. 310.595.3888 [email protected]

ARCHITECT The Libman Group John Hufker, AIA 520 E. Hyman Ave. Aspen, CO 81611 P. 970.309.4428 [email protected] GENERAL CONTRACTOR X X X X X X

MECHANICAL CONTRACTOR X X X X X X ELECTRICAL CONTRACTOR X X X X X X

PLUMBING CONTRACTOR X X X X X X FIRE SAFETY X X X X X X

SPRINKLER CONTRACTOR X X X X X X

1. The Contract Documents shall consist of the general notes and the architectural, mechanical, and structural drawings. All future additional specifications, details, drawings, clarifications, or changes shall, in turn, become part of these documents. Work indicated or reasonably implied in any one of the documents shall be supplied as though fully covered in all. Any discrepancy between any parts of the drawings shall be reported to the Architect immediately for clarification.

2. The Libman Group waves any and all liability for problems which arise from failure to follow the design intent of the plans.

Contractor to obtain and/or request guidance of The Libman Group with respect to any errors, omissions, inconsistencies, or conflicts which may be discovered or alleged.

3. The Plans and Specifications are the property of the Architect and are not to be used without the permission of same.

4. All work shall comply with all state and local codes, ordinances, rules, regulations and laws of building officials or authorities having jurisdiction. All work shall be performed to the highest standards or craftsmanship by journeymen of the appropriate trades.

5. The Contract Documents represent the finished structure. They do not indicate the method of construction. The Contractor shall provide all measures necessary to protect the structure during construction. Observation visits to the site by the Structural Engineer or Architect shall not include inspection of the above items nor will the architect or structural engineer be responsible for the contractor's means, methods, techniques, sequences for procedure of construction, or the safety precautions and the techniques, sequences for procedure of construction, or the safety precautions and the programs incident thereto. The Contractor shall be responsible for all Federal and OSHA regulations.

6. THE DRAWINGS ARE NOT TO BE SCALED. Written dimensions are to be used. If there is a discrepancy in dimensions, the Architect should be notified for clarification. All dimensions on the drawings shall be verified against the existing conditions. All dimensions are to rough framing or face of concrete unless noted otherwise.

7. These documents are intended to include all labor, materials, equipment, and services required to complete all work described herein. It is the responsibility of the Contractor to bring to the attention of the Architect any conditions which will not permit construction according to the intentions of these documents.

8. The Building Inspector shall be notified by the Contractor when there is need of an inspection as required by the I.B.C., or by any local code or ordinance.

9. LOT STAKED: The Contractor shall arrange for the building to be located and staked after demolition or site clearing, to be approved by the Architect. The Contractor shall review the lot staking and verify, to the best of his ability, its accuracy. The Contractor shall also check the grade where it meets the building to evaluate the consistency with the drawings during excavation. Work to be done by a certified surveyor.

10. RECORD DRAWINGS: Contractor to maintain a complete set of blue/black-line prints of contract drawings and shop drawings for record mark-up purposes throughout the Contract time. Mark-up drawings during course of the work to show changes and actual installation conditions, sufficient to form a complete record for Owner's purposes. Give particular attention to work which will be concealed and difficult to measure and record at a later date, and work which may require servicing or replacement during life of project. Require entities marking prints, to sign and date each mark-up. Bind prints into manageable sets, with durable paper cover, appropriately labeled.

11. SOILS AND CONCRETE: The General Contractor shall arrange for a visual site inspection at the completion of excavation by a soils engineer, and the required concrete testing prior to any foundation work.

12. Property lines, utilities and topography shown is representative of information taken from a survey. Notify Architect of any discrepancy or variation between the Drawings and actual site conditions.

8

Page 2: DOUGLAS ELLIMAN - WEST COAST HQ...alt. alternate a.b. anchor bolts & and arch. architectural @ at bm. beam bm. pkt. beam pocket brg. bearing blkÕg. blocking bot. bottom ... wood blocking

GSPublisherVersion 524.0.51.100/Users/hufker/Dropbox/TLG Projects/TLG - DE - Wilshire/DWG/DE - Wilshire.pln | 2:48 PM | Tuesday, March 13, 2018

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FLOOR PLAN | EXISTING |1/4"

DRAWING ISSUE

PROJECT #:

DRAWN BY:

1722.DB

WJH

3.1

3/13/18

All id

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PROGRESS DRAWINGS

CONFERENCEROOM

12'-4

"3/

4"

DATA JACKCABLE TV

DUPLEX RECEPTICLESURFACE-MOUNTED RECEPTICLE

ELECTRICAL LEGEND

DUPLEX RECEPTICLE FLOOR BOX

THERMOSTAT

SWITCH @ 42" A.F.F.3 WAY SWITCH @ 42" A.F.F.

ENTRY

ELEVATORLOBBY

COMMONHALLWAY

REARENTRY

OPENWAITING

AREA

PRINTINGAREA

FILESROOM

KITCHEN

RECEPTION

HALLWAY

WORKAREA

OFFICE

OFFICE

OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE

OFFICE

COMMONHALLWAY

HALLWAY

HALLWAY

SMT

3

T

T

WESTSTAIRS

EASTSTAIRS

SM

SM

T

T

0 2' 4' 8'SCALE: 1/4" = 1'-0"1 FLOOR PLAN | DATA AND ELECTRICITY

Page 3: DOUGLAS ELLIMAN - WEST COAST HQ...alt. alternate a.b. anchor bolts & and arch. architectural @ at bm. beam bm. pkt. beam pocket brg. bearing blkÕg. blocking bot. bottom ... wood blocking

GSPublisherVersion 524.0.51.100/Users/hufker/Dropbox/TLG Projects/TLG - DE - Wilshire/DWG/DE - Wilshire.pln | 2:48 PM | Tuesday, March 13, 2018

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400

BEVE

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S, C

A 90

212

FLOOR PLAN | PROPOSED |1/4"

DRAWING ISSUE

PROJECT #:

DRAWN BY:

1722.DB

WJH

3.2

3/13/18

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PROGRESS DRAWINGS

ENTRY

HALLWAY

HALLWAY

HALLWAY

REF.

MICRO/DW

ELEVATORLOBBY

COMMONHALLWAY

REARENTRY

S. KOTLERC. WEISS

NEWDEVELOPMENT

NEWDEVELOPMENT

MARKETING

COMMONHALLWAY

KITCHEN

PUBLICRELATIONS

EXECUTIVEASSISTANT

DESIGN#1

DESIGN#2IKEA COPY AREA

ASSISTANTS

FILEROOM

RECEPTION

NEWDEVELOPMENT

WESTSTAIRS

EASTSTAIRS

CONFERENCE NEWDEVELOPMENT B. BEGERTOPERATIONS

0 2' 4' 8'SCALE: 1/4" = 1'-0"1 FLOOR PLAN | PROPOSED

Page 4: DOUGLAS ELLIMAN - WEST COAST HQ...alt. alternate a.b. anchor bolts & and arch. architectural @ at bm. beam bm. pkt. beam pocket brg. bearing blkÕg. blocking bot. bottom ... wood blocking

GSPublisherVersion 524.0.51.100/Users/hufker/Dropbox/TLG Projects/TLG - DE - Wilshire/DWG/DE - Wilshire.pln | 2:48 PM | Tuesday, March 13, 2018

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FURNITURE PLAN |PROPOSED | 1/2"

DRAWING ISSUE

PROJECT #:

DRAWN BY:

1722.DB

WJH

3.3

3/13/18

All id

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PROGRESS DRAWINGS

4" 4"

A8.1SHEETROCK FLOATING CEILING

COVE LED LIGHTING

EXISTING WINDOW TO BEREMOVED / COVERED

EXISTING WINDOW TO BEREMOVED / COVERED

ENTRY

COMMONHALLWAY

MIC

ROSO

FT T

OUC

H SC

REEN

HALLWAY

NEWDEVELOPMENT

NEWDEVELOPMENT

BENCHSEAT

NEWDEVELOPMENT

FILEROOM

RECEPTIONASSISTANTS

BERT FRANKCHANDELIER

WALLCOVERING

4"4"

WESTSTAIRS

OFFICECOPIER(N.I.C.)

PRES

ENTA

TIO

N BO

ARDS

NEWDEVELOPMENT

C. WEISS

CONFERENCE

42" TABLE

CREDENZA

(2) 5' NUCRAFT TABLES

42" TABLE

SLIDING DOOR

EXISTING FILES

EXISTING FILES IT / DATA

IKEACABINET

72" DESK72" DESK

GLASS FILM

GLASS FILM GLASS FILM

FELT FELT

FELT

FELT

FELT

FELT

WAL

LCO

VERI

NG

WAL

LCO

VERI

NG

WAL

LCO

VERI

NG

WAL

LCO

VERI

NGW

ALLC

OVE

RING

WALLCOVERING WALLCOVERING WALLCOVERING

WAL

LCO

VERI

NG

WALLCOVERING

WALLCOVERING

SIGNAGE

TV

0 1' 2' 4'SCALE: 1/2" = 1'-0"A FURNITURE PLAN | PROPOSED | 1/2"

Page 5: DOUGLAS ELLIMAN - WEST COAST HQ...alt. alternate a.b. anchor bolts & and arch. architectural @ at bm. beam bm. pkt. beam pocket brg. bearing blkÕg. blocking bot. bottom ... wood blocking

GSPublisherVersion 524.0.51.100/Users/hufker/Dropbox/TLG Projects/TLG - DE - Wilshire/DWG/DE - Wilshire.pln | 2:48 PM | Tuesday, March 13, 2018

DE -

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S, C

A 90

212

FURNITURE PLAN |PROPOSED | 1/2"

DRAWING ISSUE

PROJECT #:

DRAWN BY:

1722.DB

WJH

3.4

3/13/18

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PROGRESS DRAWINGS5' S

IT-ST

AND

DESK

A8.1

REF.

MICRO/DW

REARENTRY

COMMONHALLWAY

65" WALL MOUNT TV5'-0" TO CENTER

(N.I.C.)

B. BEGERT

HALLWAY

OPERATIONSNEW

DEVELOPMENT

KITCHEN

S. KOTLER

PR

EXECUTIVEASSISTANT

DESIGN#1

DESIGN#2

WESTSTAIRS

OFFICECOPIER(N.I.C.)

MARKETING

SUNN

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ALAN

SARA

MEGAN

FIERY(N.I.C.) IKEA

CABINET

PAR

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S TA

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CRED

ENZA

CREDENZA

42" TABLE

DESK

IKEACABINET

FELT

FELT

FELT

FELT

0 1' 2' 4'SCALE: 1/2" = 1'-0"A FURNITURE PLAN | PROPOSED | 1/2"