BIM Portfolio

Page 1

ANTONIOS TSAOUSIS BIM TECHNICAL PORTFOLIO


SPACE CONSTRUCTORS LLC 4168 MANCHESTER RD. ST. LOUIS, MISSOURI 63110 p 314.534.4168 f 314.534.2026 Project Contact: Dan Glidewell - dan@spacestl.com

HISTORIC RESIDENCE 1

PROJEC

2

3

GENERAL NOTES - NEW WORK

7 8 9

10 11 12 13 14 15 16 17

AREA:

B

19 20 21 22 23 24 25

REFER TO ADA LEGEND ON A0-20 PROJECT INFORMATION FOR ADA CLEARANCES. COMPLY WITH DIMENSIONS SHOWN AT ALL DOORS. CONTACT ARCHITECT AS NECESSARY FOR ANY DISCREPANCY OR CLARIFICATION. SEE SHEET A0-01 PROJECT INFORMATION FOR SYMBOLS LEGEND AND ADDITIONAL INFORMATION. FLOOR PENETRATIONS AND WALL PENETRATIONS SHALL BE U.L. TESTED AND APPROVED FIRESTOP SYSTEMS AT ALL NEW AND EXISTING RATED FLOOR AND RATED WALL PENETRATIONS, INCLUDING THOSE REVEALED DURING DEMOLITION. PAINT ALL EXPOSED FIRESTOPS. NOT ALL TENANT/VENDOR SUPPLIED EQUIPMENT IS SHOWN ON THESE DRAWINGS. CONTRACTOR SHALL VERIFY TENANT SUPPLIED EQUIPMENT AND VENDOR SUPPLIED EQUIPMENT REQUIREMENTS INCLUDING POWER, DATA, CHASEWAYS, ETC. AND COORDINATE WITH TENANT. ALL MECHANICAL, ELECTRICAL, AND PLUMBING DESIGN SHALL COMPLY WITH ALL CURRENT APPLICABLE CODE REQUIREMENTS. ELECTRICAL CONTRACTOR TO CONFIRM SCOPE WITH LANDLORD & TENANT DURING INITIAL WALK THROUGH. ANYTHING NOT TO BE USED BY LANDLORD OR TENANT SHOULD BE DISMANTLED AND REMOVED. ALL DUCTWORK & MECHANICAL EQUIPMENT SHALL BE CONCEALED UNLESS NOTED OTHERWISE. ENTRANCE CANOPY BY OTHERS

INTERIOR IMPROVEMENTS TO EXISTING SPACE

S P A C

© COPYRIGHT 2020 SPACE, LLC.

ARCHITECTS

AREA OF WORK:

LOWER LEVEL: 4,058 SQ FT.

PROJECT DESCRIPTION:

RENOVATION OF EXISTING WAREHOUSE SPACE

B

NOT FOR CONSTRUCTI PLACE HOLDER ARCHITECT

B/ 3rd FLOOR CEILING 33' - 3 1/2"

C

USE AND OCCUPANCY C:\Users\Anto\Desktop\BIM Portfolio\Shaw residnece\Schwarz Residence_Central.rvt 8/23/2020 6:03:54 PM

A complete renovation of a brick single family house in the historic neiborhood of Shaw .

T/ 2nd FLOOR 15' - 2 1/2"

GROUP A-2/A-3/E: NO CHANGE

1

D

2

A

GENERAL NOTES - NEW WORK

T/ 1st FLOOR 4' - 6"

REVISION SCHEDULE NO. DATE

3

ALL EXISTING CONDITIONS ARE APPROXIMATE. CONTRACTOR TO FIELD VERIFY BEFORE NEW CONSTRUCTION OR FABRICATION. EXISTING CONSTRUCTION SHOWN GRAPHICALLY WITH SCREENED LINE & SOLID HATCH TO REMAIN. PREPARE SURFACES TO RECEIVE NEW CONSTRUCTION OR FINISHES. THE CONTRACTOR REMAINS RESPONSIBLE FOR DETAILS AND ACCURACY, FOR CONFIRMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS, FOR SELECTING DEMOLITION PROCESS, AND FOR THE TECHNIQUES OF DISASSEMBLY. 4 THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR AND HAVE CONTROL OVER CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. 5 THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE PERFORMANCE OF THE CONTRACT. 6 THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND WORK IN PLACE, LAYOUT ALL NEW WALLS AND PARTITIONS, VERIFY DIMENSIONS, LOCATE EXISTING UTILITIES AND MECHANICAL SYSTEMS, AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES PRIOR TO BEGINNING CONSTRUCTION. 7 THE CONTRACTOR SHALL INCLUDE ALL ITEMS, MATERIAL, LABOR, AND SERVICES NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE INTENDED WORK. 8 CONTRACTOR TO WALK SPACE TO DETERMINE SCOPE OF WORK PRIOR TO SUBMITTING BID. 1 9 A5-03 CONTRACTOR TO PROVIDE BLOCKING/METAL STRAPPING FOR ATTACHMENT OF ALL SHELVING, CASEWORK, RAILINGS, RESTROOM PARTITIONS/ACCESORIES, PHONE BOARDS, ETC. SEE 1/4" = 1'-0" 1 / A1-01 REFERENCING DETAILS/INTERIOR ELEVATIONS FOR LOCATIONS. 10 ALL DIMENSIONS ARE TO FACE OF FINISH MATERIAL UNLESS OTHERWISE NOTED. 11 DO NOT SCALE THE DRAWINGS. FOLLOW THE WRITTEN DIMENSIONS AND INSTRUCTIONS. DIMENSIONS NOTED "AS REQUIRED", "VERIFY IN FIELD", OR "MATCH EXISTING" ARE TO BE VERIFIED BY THE CONTRACTOR. 1 2 12 "ALIGN" MEANS TO ALIGN FINISH MATERIALS OF ELEMENTS INDICATED. 13 MASONRY UNIT SIZE AND DIMENSION ARE "NOMINAL", UNLESS NOTED OTHERWISE. 14 FLOOR ELEVATIONS INDICATED ARE TO TOP OF CONCRETE, UNLESS NOTED OTHERWISE. 15 ALL PARTITIONS TO BE TYPE XX, U.N.O. SEE SHEET A0-04 FOR PARTITION TYPE DETAILS. 16 REFER TO TYPICAL TOILET ELEVATION LEGEND ON SHEET A0-20 FOR DIMENSIONS AND HEIGHT LOCATIONS. 17 REFER TO TYPICAL ELECTRICAL DEVICE LOCATIONS DETAIL ON A0-20 PROJECT INFORMATION FOR DIMENSION AND HEIGHT LOCATIONS.

EXTERIOR ELEVATION EAST

18 19 20 21 22 23

24 25

REFER TO ADA LEGEND ON A0-20 PROJECT INFORMATION FOR ADA CLEARANCES. COMPLY WITH DIMENSIONS SHOWN AT ALL DOORS. CONTACT ARCHITECT AS NECESSARY FOR ANY DISCREPANCY OR CLARIFICATION. SEE SHEET A0-01 PROJECT INFORMATION FOR SYMBOLS LEGEND AND ADDITIONAL INFORMATION. FLOOR PENETRATIONS AND WALL PENETRATIONS SHALL BE U.L. TESTED AND APPROVED FIRESTOP SYSTEMS AT ALL NEW AND EXISTING RATED FLOOR AND RATED WALL PENETRATIONS, INCLUDING THOSE REVEALED DURING DEMOLITION. PAINT ALL EXPOSED FIRESTOPS. NOT ALL TENANT/VENDOR SUPPLIED EQUIPMENT IS SHOWN ON THESE DRAWINGS. CONTRACTOR SHALL VERIFY TENANT SUPPLIED EQUIPMENT AND VENDOR SUPPLIED EQUIPMENT REQUIREMENTS INCLUDING POWER, DATA, CHASEWAYS, ETC. AND COORDINATE WITH TENANT. ALL MECHANICAL, ELECTRICAL, AND PLUMBING DESIGN SHALL COMPLY WITH ALL CURRENT APPLICABLE CODE REQUIREMENTS. ELECTRICAL CONTRACTOR TO CONFIRM SCOPE WITH LANDLORD & TENANT DURING INITIAL WALK THROUGH. ANYTHING NOT TO BE USED BY LANDLORD OR TENANT SHOULD BE DISMANTLED AND REMOVED. ALL DUCTWORK & MECHANICAL EQUIPMENT SHALL BE CONCEALED UNLESS NOTED OTHERWISE. ENTRANCE CANOPY BY OTHERS

2 REQ'D/ 2 PROV'D NO CHANGE

3

SHEET NO:

A5-03

EAST ELEVATION REVIEW SET ISSUE DATE: 08.14.2020 PROJECT NO: 20-038

S P A C

© COPYRIGHT 2020 SPACE, LLC.

4

ARCHITECTS

DESIGNERS

BUILDERS

4168 MANCHESTER ST. LOUIS, MO 631 10 314.534.4168 PHON E MISSOURI STATE CERT. OF AUTHORITY 314.534.2026 FAX

NOT FOR

SHEET INDEX

PLACE HOLDER ARCHITECT

T/ 2nd FLOOR 15' - 2 1/2"

SHEET TITLE 1

A

7 8 9

10 11

EXTERIOR ELEVATION WEST

22 23

3

4 5 6 7 8 9 10 11 12 13 14 15 16 17

S P A C

T/ ROOF 37' - 8"

T/ ROOF 37' - 8"

T/ 3rd FLOOR 24' - 11 1/2"

T/ 3rd FLOOR 24' - 11 1/2"

T/ 2nd FLOOR 15' - 2 1/2"

T/ 2nd FLOOR 15' - 2 1/2"

T/ 1st FLOOR 4' - 6" T/FOUNDATION 3' - 5"

T/ 1st FLOOR 4' - 6" T/FOUNDATION 3' - 5"

GARAGE FLOOR PLAN 0' - 0" 3

DESIGNERS

BUILDERS

AP-BASEMENT 18 REFER -4' - TO 11"ADA LEGEND ON A0-20 PROJECT INFORMATION FOR ADA CLEARANCES. COMPLY WITH DIMENSIONS SHOWN AT ALL DOORS. CONTACT ARCHITECT AS NECESSARY FOR ANY DISCREPANCY OR CLARIFICATION. 19 SEE SHEET A0-01 PROJECT INFORMATION FOR SYMBOLS LEGEND AND ADDITIONAL INFORMATION. 20 FLOOR PENETRATIONS AND WALL PENETRATIONS SHALL BE U.L. TESTED AND APPROVED FIRESTOP SYSTEMS AT ALL NEW AND EXISTING RATED FLOOR AND RATED WALL PENETRATIONS, INCLUDING THOSE REVEALED DURING DEMOLITION. PAINT ALL EXPOSED FIRESTOPS. 21 NOT ALL TENANT/VENDOR SUPPLIED EQUIPMENT IS SHOWN ON THESE DRAWINGS. CONTRACTOR SHALL VERIFY TENANT SUPPLIED EQUIPMENT AND VENDOR SUPPLIED EQUIPMENT REQUIREMENTS INCLUDING POWER, DATA, CHASEWAYS, ETC. AND COORDINATE WITH TENANT. 22 ALL MECHANICAL, ELECTRICAL, AND PLUMBING DESIGN SHALL COMPLY WITH ALL CURRENT APPLICABLE CODE REQUIREMENTS. 2 CONFIRM SCOPE WITH LANDLORD & TENANT DURING INITIAL WALK THROUGH. ANYTHING NOT TO BE USED BY LANDLORD OR TENANT SHOULD BE DISMANTLED AND 23 ELECTRICAL CONTRACTOR TOA5-00 1/4" = 1'-0" REFERENCING 1 / A1-01 REMOVED.

EXTERIOR ELEVATION - SOUTH

24 25

THE SEAL(S) AND SIGNATURE(S) APPLY ONLY TO THE DOCUMENT TO WHICH THEY ARE AFFIXED, AND WE EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS, OR OTHER DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED FOR ANY PART OF PARTS OF THE PROJECT.

REVISION SCHEDULE NO. DATE

REVISIONS

1

4

KEYNOTE GENERAL LEGEND NOTES - NEW WORK

EXTERIOR ELEVATION - NORTH

REVIEW SET ISSUE DATE: 08.14.2020 PROJECT NO: 20-038

© COPYRIGHT 2020 SPACE, LLC.

4

GARAGE FLOOR PLAN 0' - 0"

ALL EXISTING CONDITIONS ARE APPROXIMATE. CONTRACTOR TO FIELD VERIFY BEFORE NEW CONSTRUCTION OR FABRICATION. EXISTING CONSTRUCTION SHOWN GRAPHICALLY WITH SCREENED LINE & SOLID HATCH TO REMAIN. PREPARE SURFACES TO RECEIVE NEW CONSTRUCTION OR FINISHES. THE CONTRACTOR REMAINS RESPONSIBLE FOR DETAILS AND ACCURACY, FOR CONFIRMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS, FOR SELECTING DEMOLITION PROCESS, AND FOR THE TECHNIQUES OF DISASSEMBLY. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR AND HAVE CONTROL OVER CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE PERFORMANCE OF THE CONTRACT. 1 THE A5-00 CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND WORK IN PLACE, LAYOUT ALL NEW WALLS AND PARTITIONS, VERIFY DIMENSIONS, LOCATE EXISTING UTILITIES AND MECHANICAL 1/4" = 1'-0" REFERENCING 1 / A1-01 SYSTEMS, AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES PRIOR TO BEGINNING CONSTRUCTION. THE CONTRACTOR SHALL INCLUDE ALL ITEMS, MATERIAL, LABOR, AND SERVICES NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE INTENDED WORK. CONTRACTOR TO WALK SPACE TO DETERMINE SCOPE OF WORK PRIOR TO SUBMITTING BID. CONTRACTOR TO PROVIDE BLOCKING/METAL STRAPPING FOR ATTACHMENT OF ALL SHELVING, CASEWORK, RAILINGS, RESTROOM PARTITIONS/ACCESORIES, PHONE BOARDS, ETC. SEE DETAILS/INTERIOR ELEVATIONS FOR LOCATIONS. ALL DIMENSIONS ARE TO FACE OF FINISH MATERIAL UNLESS OTHERWISE NOTED. DO NOT SCALE THE DRAWINGS. FOLLOW THE WRITTEN DIMENSIONS AND INSTRUCTIONS. DIMENSIONS NOTED "AS REQUIRED", "VERIFY IN FIELD", OR "MATCH EXISTING" ARE TO BE VERIFIED BY THE CONTRACTOR. 1 2 "ALIGN" MEANS TO ALIGN FINISH MATERIALS OF ELEMENTS INDICATED.

A5-01

WEST ELEVATION

ARCHITECTS

2

GENERAL NOTES - NEW WORK 1 2 3

SHEET NO:

4168 MANCHESTER ST. LOUIS, MO 631 10 314.534.4168 PHON E MISSOURI STATE CERT. OF AUTHORITY 314.534.2026 FAX

ABBREVIATIONS, LEGENDS & NOTES GENERAL PROJECT NOTES GENERAL PROJECT NOTES GEN. PROJ. NOTES & PARTITION TYPES TYPICAL MOUNTING HEIGHTS/DETAILS

1

A

21

24 25

COVER SHEET

FLOOR PLAN - 0 & 1 NORTH & SOUTH ELEVATION D

19 20

ALL DUCTWORK & MECHANICAL EQUIPMENT SHALL BE CONCEALED UNLESS NOTED OTHERWISE. ENTRANCE CANOPY BY OTHERS

1

1 2 3

SHEET NO:

A5-00

4

NORTH & SOUTH ELEVATION REVIEW SET ISSUE DATE: 08.14.2020 PROJECT NO: 20-038

3

4

MASONRY UNIT SIZE AND DIMENSION ARE "NOMINAL", UNLESS NOTED OTHERWISE. FLOOR ELEVATIONS INDICATED ARE TO TOP OF CONCRETE, UNLESS NOTED OTHERWISE. ALL PARTITIONS TO BE TYPE XX, U.N.O. SEE SHEET A0-04 FOR PARTITION TYPE DETAILS. REFER TO TYPICAL TOILET ELEVATION LEGEND ON SHEET A0-20 FOR DIMENSIONS AND HEIGHT LOCATIONS. REFER TO TYPICAL ELECTRICAL DEVICE LOCATIONS DETAIL ON A0-20 PROJECT INFORMATION FOR DIMENSION AND HEIGHT LOCATIONS.

2

3

GENERAL NOTES - NEW WORK

AP-BASEMENT -4' - 11"

A

S P A C

© COPYRIGHT 2020 SPACE, LLC.

ARCHITECTS

DESIGNERS

BUILDERS

4168 MANCHESTER ST. LOUIS, MO 631 10 314.534.4168 PHON E MISSOURI STATE CERT. OF AUTHORITY 314.534.2026 FAX

5 6 7 8 9 10 11 12 13 14 15 16 17

4

18 19 20 21 22 23 24 25

19'-9"

1 2 3

REFER TO ADA LEGEND ON A0-20 PROJECT INFORMATION FOR ADA CLEARANCES. COMPLY WITH DIMENSIONS SHOWN AT ALL DOORS. CONTACT ARCHITECT AS NECESSARY FOR ANY DISCREPANCY OR CLARIFICATION. SEE SHEET A0-01 PROJECT INFORMATION FOR SYMBOLS LEGEND AND ADDITIONAL INFORMATION. FLOOR PENETRATIONS AND WALL PENETRATIONS SHALL BE U.L. TESTED AND APPROVED FIRESTOP SYSTEMS AT ALL NEW AND EXISTING RATED FLOOR AND RATED WALL PENETRATIONS, INCLUDING THOSE REVEALED DURING DEMOLITION. PAINT ALL EXPOSED FIRESTOPS. NOT ALL TENANT/VENDOR SUPPLIED EQUIPMENT IS SHOWN ON THESE DRAWINGS. CONTRACTOR SHALL VERIFY TENANT SUPPLIED EQUIPMENT AND VENDOR SUPPLIED EQUIPMENT REQUIREMENTS INCLUDING POWER, DATA, CHASEWAYS, ETC. AND COORDINATE WITH TENANT. ALL MECHANICAL, ELECTRICAL, AND PLUMBING DESIGN SHALL COMPLY WITH ALL CURRENT APPLICABLE CODE REQUIREMENTS. ELECTRICAL CONTRACTOR TO CONFIRM SCOPE WITH LANDLORD & TENANT DURING INITIAL WALK THROUGH. ANYTHING NOT TO BE USED BY LANDLORD OR TENANT SHOULD BE DISMANTLED AND REMOVED. ALL DUCTWORK & MECHANICAL EQUIPMENT SHALL BE CONCEALED UNLESS NOTED OTHERWISE. ENTRANCE CANOPY BY OTHERS

4 5 6

A

KEYNOTE LEGEND

7 8 9 10 11

S P A C

© COPYRIGHT 2020 SPACE, LLC.

ARCHITECTS

DESIGNERS

BUILDERS

4168 MANCHESTER ST. LOUIS, MO 631 10 314.534.4168 PHON E MISSOURI STATE CERT. OF AUTHORITY 314.534.2026 FAX

36'-3"

15'-6"

2

3

GENERAL NOTES - NEW WORK

GENERAL NOTES - NEW WORK

ALL EXISTING CONDITIONS ARE APPROXIMATE. CONTRACTOR TO FIELD VERIFY BEFORE NEW CONSTRUCTION OR FABRICATION. EXISTING CONSTRUCTION SHOWN GRAPHICALLY WITH SCREENED LINE & SOLID HATCH TO REMAIN. PREPARE SURFACES TO RECEIVE NEW CONSTRUCTION OR FINISHES. THE CONTRACTOR REMAINS RESPONSIBLE FOR DETAILS AND ACCURACY, FOR CONFIRMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS, FOR SELECTING DEMOLITION PROCESS, AND FOR THE TECHNIQUES OF DISASSEMBLY. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR AND HAVE CONTROL OVER CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE PERFORMANCE OF THE CONTRACT. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND WORK IN PLACE, LAYOUT ALL NEW WALLS AND PARTITIONS, VERIFY DIMENSIONS, LOCATE EXISTING UTILITIES AND MECHANICAL SYSTEMS, AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES PRIOR TO BEGINNING CONSTRUCTION. THE CONTRACTOR SHALL INCLUDE ALL ITEMS, MATERIAL, LABOR, AND SERVICES NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE INTENDED WORK. CONTRACTOR TO WALK SPACE TO DETERMINE SCOPE OF WORK PRIOR TO SUBMITTING BID. CONTRACTOR TO PROVIDE BLOCKING/METAL STRAPPING FOR ATTACHMENT OF ALL SHELVING, CASEWORK, RAILINGS, RESTROOM PARTITIONS/ACCESORIES, PHONE BOARDS, ETC. SEE DETAILS/INTERIOR ELEVATIONS FOR LOCATIONS. ALL DIMENSIONS ARE TO FACE OF FINISH MATERIAL UNLESS OTHERWISE NOTED. DO NOT SCALE THE DRAWINGS. FOLLOW THE WRITTEN DIMENSIONS AND INSTRUCTIONS. DIMENSIONS NOTED "AS REQUIRED", "VERIFY IN FIELD", OR "MATCH EXISTING" ARE TO BE VERIFIED BY THE CONTRACTOR. "ALIGN" MEANS TO ALIGN FINISH MATERIALS OF ELEMENTS INDICATED. MASONRY UNIT SIZE AND DIMENSION ARE "NOMINAL", UNLESS NOTED OTHERWISE. FLOOR ELEVATIONS INDICATED ARE TO TOP OF CONCRETE, UNLESS NOTED OTHERWISE. ALL PARTITIONS TO BE TYPE XX, U.N.O. SEE SHEET A0-04 FOR PARTITION TYPE DETAILS. REFER TO TYPICAL TOILET ELEVATION LEGEND ON SHEET A0-20 FOR DIMENSIONS AND HEIGHT LOCATIONS. REFER TO TYPICAL ELECTRICAL DEVICE LOCATIONS DETAIL ON A0-20 PROJECT INFORMATION FOR DIMENSION AND HEIGHT LOCATIONS.

12 13 14 15 16 17

4

KEYNOTE GENERAL LEGEND NOTES - NEW WORK

ALL EXISTING CONDITIONS ARE APPROXIMATE. CONTRACTOR TO FIELD VERIFY BEFORE NEW CONSTRUCTION OR FABRICATION. EXISTING CONSTRUCTION SHOWN GRAPHICALLY WITH SCREENED LINE & SOLID HATCH TO REMAIN. PREPARE SURFACES TO RECEIVE NEW CONSTRUCTION OR FINISHES. THE CONTRACTOR REMAINS RESPONSIBLE FOR DETAILS AND ACCURACY, FOR CONFIRMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS, FOR SELECTING DEMOLITION PROCESS, AND FOR THE TECHNIQUES OF DISASSEMBLY. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR AND HAVE CONTROL OVER CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE PERFORMANCE OF THE CONTRACT. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND WORK IN PLACE, LAYOUT ALL NEW WALLS AND PARTITIONS, VERIFY DIMENSIONS, LOCATE EXISTING UTILITIES AND MECHANICAL SYSTEMS, AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES PRIOR TO BEGINNING CONSTRUCTION. THE CONTRACTOR SHALL INCLUDE ALL ITEMS, MATERIAL, LABOR, AND SERVICES NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE INTENDED WORK. CONTRACTOR TO WALK SPACE TO DETERMINE SCOPE OF WORK PRIOR TO SUBMITTING BID. CONTRACTOR TO PROVIDE BLOCKING/METAL STRAPPING FOR ATTACHMENT OF ALL SHELVING, CASEWORK, RAILINGS, RESTROOM PARTITIONS/ACCESORIES, PHONE BOARDS, ETC. SEE DETAILS/INTERIOR ELEVATIONS FOR LOCATIONS. ALL DIMENSIONS ARE TO FACE OF FINISH MATERIAL UNLESS OTHERWISE NOTED. DO NOT SCALE THE DRAWINGS. FOLLOW THE WRITTEN DIMENSIONS AND INSTRUCTIONS. DIMENSIONS NOTED "AS REQUIRED", "VERIFY IN FIELD", OR "MATCH EXISTING" ARE TO BE VERIFIED BY THE CONTRACTOR. "ALIGN" MEANS TO ALIGN FINISH MATERIALS OF ELEMENTS INDICATED. MASONRY UNIT SIZE AND DIMENSION ARE "NOMINAL", UNLESS NOTED OTHERWISE. FLOOR ELEVATIONS INDICATED ARE TO TOP OF CONCRETE, UNLESS NOTED OTHERWISE. ALL PARTITIONS TO BE TYPE XX, U.N.O. SEE SHEET A0-04 FOR PARTITION TYPE DETAILS. REFER TO TYPICAL TOILET ELEVATION LEGEND ON SHEET A0-20 FOR DIMENSIONS AND HEIGHT LOCATIONS. REFER TO TYPICAL ELECTRICAL DEVICE LOCATIONS DETAIL ON A0-20 PROJECT INFORMATION FOR DIMENSION AND HEIGHT LOCATIONS.

18 19 20 21 22 23 24 25

REFER TO ADA LEGEND ON A0-20 PROJECT INFORMATION FOR ADA CLEARANCES. COMPLY WITH DIMENSIONS SHOWN AT ALL DOORS. CONTACT ARCHITECT AS NECESSARY FOR ANY DISCREPANCY OR CLARIFICATION. SEE SHEET A0-01 PROJECT INFORMATION FOR SYMBOLS LEGEND AND ADDITIONAL INFORMATION. FLOOR PENETRATIONS AND WALL PENETRATIONS SHALL BE U.L. TESTED AND APPROVED FIRESTOP SYSTEMS AT ALL NEW AND EXISTING RATED FLOOR AND RATED WALL PENETRATIONS, INCLUDING THOSE REVEALED DURING DEMOLITION. PAINT ALL EXPOSED FIRESTOPS. NOT ALL TENANT/VENDOR SUPPLIED EQUIPMENT IS SHOWN ON THESE DRAWINGS. CONTRACTOR SHALL VERIFY TENANT SUPPLIED EQUIPMENT AND VENDOR SUPPLIED EQUIPMENT REQUIREMENTS INCLUDING POWER, DATA, CHASEWAYS, ETC. AND COORDINATE WITH TENANT. ALL MECHANICAL, ELECTRICAL, AND PLUMBING DESIGN SHALL COMPLY WITH ALL CURRENT APPLICABLE CODE REQUIREMENTS. ELECTRICAL CONTRACTOR TO CONFIRM SCOPE WITH LANDLORD & TENANT DURING INITIAL WALK THROUGH. ANYTHING NOT TO BE USED BY LANDLORD OR TENANT SHOULD BE DISMANTLED AND REMOVED. ALL DUCTWORK & MECHANICAL EQUIPMENT SHALL BE CONCEALED UNLESS NOTED OTHERWISE. ENTRANCE CANOPY BY OTHERS

S P A C

© COPYRIGHT 2020 SPACE, LLC.

ARCHITECTS

10' - 9"

NO. DATE

1'-10"

11'-6"

NO. DATE

A2-02

SECOND FLOOR PLAN 1/4" = 1'-0"

2

REFERENCING 1 / A5-00

A2-02

1

2

1

THIRD FLOOR PLAN

SHEET NO:

1/4" = 1'-0"

REVIEW SET ISSUE DATE: 08.14.2020 PROJECT NO: 20-038

REFERENCING 1 / A5-00

3

4

1/4" = 1'-0"

2

REFERENCING 1 / A5-00

1

A2-00

2

FIRST FLOOR PLAN 1/4" = 1'-0"

REFERENCING 1 / A5-00

2

4

8'-10"

8'-10"

REVIEW SET ISSUE DATE: 08.14.2020 PROJECT NO: 20-038 3

9'-10" GARAGE FLOOR PLAN 0' - 0"

GARAGE FLOOR PLAN 0' - 0"

AP-BASEMENT -4' - 11"

BACK

REVISION SCHEDULE NO. DATE

REVISIONS

AP-BASEMENT -4' - 11"

D

SHEET NO:

A5-04

BUILDING SECTIONS

FLOOR PLAN - 0 & 1 BASEMENT FLOOR PLAN

8'-4"

5'-11"

8'-4" 9'-5"

A2-00

1 A5-06

1 A2-00

T/ 1st FLOOR 4' - 6"

REVISIONS

D

FLOOR PLAN - 2 & 3 1

7'-11"

REVISION SCHEDULE

28'-7" 41'-11"

T/ 1st FLOOR 4' - 6"

REVIEW SET: 08.14.2020

8'-11"

T/ 2nd FLOOR 15' - 2 1/2"

8'-6"

17'-1"

T/ 2nd FLOOR 15' - 2 1/2"

9'-10"

13'-4" 6'-9"

T/ 3rd FLOOR 24' - 11 1/2"

1st Landing Main Stair 12' - 1 1/2"

8'-6"

14'-4"

T/ 3rd FLOOR 24' - 11 1/2"

2nd landing Main stair 20' - 9 1/2"

6'-11"

/

C

8'-6"

1 A5-04

REFERENCING

EP

UP

REF.

DINING ROOM 102

3962 FLORA PLACE SAINT LOUIS, MO 63110

REVIEW SET: 08.14.2020

5'-6"

5'-7"

A0-00

KITCHEN 103

11'-5"

WH

17'-7"

13'-3"

2

7'-3"

15'-10"

14'-3"

B/ 3rd FLOOR CEILING 33' - 3 1/2"

A-XXXX THE SEAL(S) AND SIGNATURE(S) APPLY ONLY TO THE DOCUMENT TO WHICH THEY ARE AFFIXED, AND WE EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS, OR OTHER DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED FOR ANY PART OF PARTS OF THE PROJECT.

SCHWARZ RESIDENCE

7'-1" 41'-4"

30'-5"

3'-1"

16'-5"

17'-6"

17'-2"

15'-3"

12'-6"

8'-9"

A2-02

EXTERIOR AXONOMETRIC AC

REVISIONS

D

SHEET NO:

UP

T/ ROOF 37' - 8"

B/ 3rd FLOOR CEILING 33' - 3 1/2"

SCHWARZ RESIDENCE

7'-7"

7'-9"

WC 104

2'-4"

7'-11"

17' - 2 1/2"

STAIR 105

C

REVISION SCHEDULE 10' - 6"

18'-10"

6'-10"

6'-5"

CLOSET 301

UP

2'-9"

11'-10"

14'-2"

14'-3"

13'-4"

BEDROOM 302

6'-10" 7'-6"

5'-7"

12'-4"

BEDROOM 304

17'-3"

BENCH C:\Users\Anto\Desktop\BIM Portfolio\Shaw residnece\Schwarz Residence_Central.rvt 8/23/2020 6:03:38 PM

6'-9"

7'-6"

7'-4"

14'-2"

BEDROOM 202

6'-10" 12'-6"

CLOSET 305

6'-10" HALL 303

6'-7"

11'-8"

3'-3"

AC

2'-9"

11'-9"

BATHROOM 306

10'-9" UP

HALL 203

BATHROOM 204

3'-8"

C

LIVING ROOM 101

13'-11"

3'-6"

11'-9"

3'-1"

2'-11"

WASHER DRYER

DEN 300

5'-11"

11'-10"

7'-9"

FAMILY ROOM 100

2 A5-04

4'-2"

35'-2"

34'-0"

2 A5-04

3'-6"

7'-11"

5'-2"

6'-4"

33'-4"

7'-2"

3962 FLORA PLACE SAINT LOUIS, MO 63110

11'-11"

C:\Users\Anto\Desktop\BIM Portfolio\Shaw residnece\Schwarz Residence_Central.rvt 8/23/2020 6:03:31 PM

1'-10"

REVIEW SET: 08.14.2020

2 A5-04

SCHWARZ RESIDENCE

5'-8"

7'-5" BEDROOM 201

14'-3"

12'-8"

17'-1" BEDROOM 200

METER

C:\Users\Anto\Desktop\BIM Portfolio\Shaw residnece\Schwarz Residence_Central.rvt 8/23/2020 6:04:01 PM

2'-7"

14'-4"

2 A5-04

T/ ROOF 37' - 8"

THE SEAL(S) AND SIGNATURE(S) APPLY ONLY TO THE DOCUMENT TO WHICH THEY ARE AFFIXED, AND WE EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS, OR OTHER DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED FOR ANY PART OF PARTS OF THE PROJECT.

WHICH THEY ARE AFFIXED, AND WE EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS, OR OTHER DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED FOR ANY PART OF PARTS OF THE PROJECT.

BENCH

PLACE HOLDER ARCHITECT

B

RENOVATION

B

8'-1"

7'-1"

D

CONSTRUCTI

17'-9"

17'-9"

PLACE HOLDER ARCHITECT B A-XXXX THE SEAL(S) AND SIGNATURE(S) APPLY ONLY TO THE DOCUMENT TO

BUILDERS

NOT FOR

1'-0"

NOT FOR CONSTRUCTI

DESIGNERS

4168 MANCHESTER ST. LOUIS, MO 631 10 314.534.4168 PHON E MISSOURI STATE CERT. OF AUTHORITY 314.534.2026 FAX

3962 FLORA PLACE SAINT LOUIS, MO 63110

6

REVISIONS

4

AP-BASEMENT REFER TO ADA LEGEND ON A0-20 PROJECT INFORMATION FOR ADA CLEARANCES. COMPLY WITH DIMENSIONS SHOWN AT ALL DOORS. ARCHITECT AS NECESSARY FOR ANY -4' CONTACT - 11" DISCREPANCY OR CLARIFICATION. SEE SHEET A0-01 PROJECT INFORMATION FOR SYMBOLS LEGEND AND ADDITIONAL INFORMATION. FLOOR PENETRATIONS AND WALL PENETRATIONS SHALL BE U.L. TESTED AND APPROVED FIRESTOP SYSTEMS AT ALL NEW AND EXISTING RATED FLOOR AND RATED WALL PENETRATIONS, INCLUDING THOSE REVEALED DURING DEMOLITION. PAINT ALL EXPOSED FIRESTOPS. NOT ALL TENANT/VENDOR SUPPLIED EQUIPMENT IS SHOWN ON THESE DRAWINGS. CONTRACTOR SHALL VERIFY TENANT SUPPLIED EQUIPMENT AND VENDOR SUPPLIED EQUIPMENT REQUIREMENTS INCLUDING POWER, DATA, CHASEWAYS, ETC. AND COORDINATE WITH TENANT. ALL MECHANICAL, ELECTRICAL, AND PLUMBING DESIGN SHALL COMPLY WITH ALL CURRENT APPLICABLE CODE REQUIREMENTS. ELECTRICAL CONTRACTOR TO CONFIRM SCOPE WITH LANDLORD & TENANT DURING INITIAL WALK THROUGH. ANYTHING NOT TO BE USED BY LANDLORD OR TENANT SHOULD BE DISMANTLED AND REMOVED. ALL DUCTWORK & MECHANICAL EQUIPMENT SHALL BE CONCEALED UNLESS NOTED OTHERWISE. ENTRANCE CANOPY BY OTHERS

RENOVATION

5

18

3962 FLORA PLACE SAINT LOUIS, MO 63110

4

FRONT

REVISION SCHEDULE NO. DATE

3

KEYNOTE GENERAL LEGEND NOTES - NEW WORK

ALL EXISTING CONDITIONS ARE APPROXIMATE. CONTRACTOR TO FIELD VERIFY BEFORE NEW CONSTRUCTION OR FABRICATION. EXISTING CONSTRUCTION SHOWN GRAPHICALLY WITH SCREENED LINE & SOLID HATCH TO REMAIN. PREPARE SURFACES TO RECEIVE NEW CONSTRUCTION OR FINISHES. THE CONTRACTOR REMAINS RESPONSIBLE FOR DETAILS AND ACCURACY, FOR CONFIRMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS, FOR SELECTING DEMOLITION PROCESS, AND FOR THE TECHNIQUES OF DISASSEMBLY. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR AND HAVE CONTROL OVER CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE PERFORMANCE OF THE CONTRACT. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND WORK IN PLACE, LAYOUT ALL NEW WALLS AND PARTITIONS, VERIFY DIMENSIONS, LOCATE EXISTING UTILITIES AND MECHANICAL SYSTEMS, AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES PRIOR TO BEGINNING CONSTRUCTION. THE CONTRACTOR SHALL INCLUDE ALL ITEMS, MATERIAL, LABOR, AND SERVICES NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE INTENDED WORK. CONTRACTOR TO WALK SPACE TO DETERMINE SCOPE OF WORK PRIOR TO SUBMITTING BID. 1 CONTRACTOR TO PROVIDE BLOCKING/METAL STRAPPING FOR ATTACHMENT OF ALL SHELVING, CASEWORK, RAILINGS, RESTROOM PARTITIONS/ACCESORIES, PHONE BOARDS, ETC. SEE A5-01 1/4" = 1'-0" 1 / A1-01 REFERENCING DETAILS/INTERIOR ELEVATIONS FOR LOCATIONS. ALL DIMENSIONS ARE TO FACE OF FINISH MATERIAL UNLESS OTHERWISE NOTED. DO NOT SCALE THE DRAWINGS. FOLLOW THE WRITTEN DIMENSIONS AND INSTRUCTIONS. DIMENSIONS NOTED "AS REQUIRED", "VERIFY IN FIELD", OR "MATCH EXISTING" ARE TO BE VERIFIED BY THE CONTRACTOR. 1 2 "ALIGN" MEANS TO ALIGN FINISH MATERIALS OF ELEMENTS INDICATED. MASONRY UNIT SIZE AND DIMENSION ARE "NOMINAL", UNLESS NOTED OTHERWISE. FLOOR ELEVATIONS INDICATED ARE TO TOP OF CONCRETE, UNLESS NOTED OTHERWISE. ALL PARTITIONS TO BE TYPE XX, U.N.O. SEE SHEET A0-04 FOR PARTITION TYPE DETAILS. REFER TO TYPICAL TOILET ELEVATION LEGEND ON SHEET A0-20 FOR DIMENSIONS AND HEIGHT LOCATIONS. REFER TO TYPICAL ELECTRICAL DEVICE LOCATIONS DETAIL ON A0-20 PROJECT INFORMATION FOR DIMENSION AND HEIGHT LOCATIONS.

REVIEW SET: 08.14.2020

1 2 3

SCHWARZ RESIDENCE

D

C

C:\Users\Anto\Desktop\BIM Portfolio\Shaw residnece\Schwarz Residence_Central.rvt 8/23/2020 6:03:44 PM

2

GENERAL NOTES - NEW WORK

B

A0-01 A0-02 A0-03 A0-04 A0-20 A2-00 A5-00

SITE & GARAGE PLANS FLOOR PLAN - 2 & 3 WEST ELEVATION EAST ELEVATION BUILDING SECTIONS BUILDING SECTIONS BUILDING SECTIONS 12 13 14 15 16 17

A0-00

T/ 1st FLOOR 4' - 6"

GARAGE FLOOR PLAN 0' - 0"

RENOVATION

A1-01 A2-02 A5-01 A5-03 A5-04 A5-05 A5-06

C:\Users\Anto\Desktop\BIM Portfolio\Shaw residnece\Schwarz Residence_Central.rvt 8/23/2020 6:03:50 PM

C

3962 FLORA PLACE SAINT LOUIS, MO 63110

C

REVIEW SET: 08.14.2020

PLAN REVIEW REVISION

PERMIT SET

T/ 3rd FLOOR 24' - 11 1/2"

A-XXXX THE SEAL(S) AND SIGNATURE(S) APPLY ONLY TO THE DOCUMENT TO WHICH THEY ARE AFFIXED, AND WE EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS, OR OTHER DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED FOR ANY PART OF PARTS OF THE PROJECT.

SCHWARZ RESIDENCE

T/ ROOF 37' - 8"

07.16.2020 XX.XX.2020

RENOVATION

B

CONSTRUCTI

SOFTWARE USED: Revit, Adobe Creative Suite.

D:\Users\juan\Documents\Schwarz Residence_Central_Antonios.rvt 8/21/2020 12:48:20 PM

REVISIONS

4

KEYNOTE GENERAL LEGEND NOTES - NEW WORK

TYPE IIB FULLY SPRINKLERED NO CHANGE

1 2 3

MEANS OF EGRESS

1. Field measurements: Starting from scratch I collected all of the necessary information to produce the existing drawings of the property. 2. Revit model development: I developed an accurate model of the house using the field measurements, photos and google maps.

T/ 3rd FLOOR 24' - 11 1/2"

GARAGE FLOOR PLAN 0' - 0"

CONSTRUCTION TYPE

RESPONSIBILITIES:

2015 INTERNATIONAL BUILDING CODE 2009 INTERNATIONAL MECHANICAL CODE 2015 INTERNATIONAL PLUMBING CODE 2008 NATIONAL ELECTRICAL CODE 2015 INTERNATIONAL FIRE PROTECTION CODE [______ LIFE SAFETY CODE]

REVIEW SET: 08.14.2020

BUILDING: MECHANICAL: PLUMBING: ELECTRICAL: FIRE PROTECTION: [LIFE SAFETY:]

BUILDERS

A-XXXX THE SEAL(S) AND SIGNATURE(S) APPLY ONLY TO THE DOCUMENT TO WHICH THEY ARE AFFIXED, AND WE EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS, OR OTHER DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED FOR ANY PART OF PARTS OF THE PROJECT.

T/ ROOF 37' - 8"

APPLICABLE CODES

DESIGNERS

4168 MANCHESTER ST. LOUIS, MO 631 10 314.534.4168 PHON E MISSOURI STATE CERT. OF AUTHORITY 314.534.2026 FAX

LOWER LEVEL: 5,733 GSF

RENOVATION

CLIENT: Private STAGE: Historic Tax Credit application LOCATION: Shaw, St. Louis, USA YEAR: 2020 COMPANY: SPACE Architecture + Design

18

3962 FLORA PLACE SAINT LOUIS, MO 63110

5 6

PROJECT TYPE: A

4

KEYNOTE GENERAL LEGEND NOTES - NEW WORK

ALL EXISTING CONDITIONS ARE APPROXIMATE. CONTRACTOR TO FIELD VERIFY BEFORE NEW CONSTRUCTION OR FABRICATION. EXISTING CONSTRUCTION SHOWN GRAPHICALLY WITH SCREENED LINE & SOLID HATCH TO REMAIN. PREPARE SURFACES TO RECEIVE NEW CONSTRUCTION OR FINISHES. THE CONTRACTOR REMAINS RESPONSIBLE FOR DETAILS AND ACCURACY, FOR CONFIRMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS, FOR SELECTING DEMOLITION PROCESS, AND FOR THE TECHNIQUES OF DISASSEMBLY. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR AND HAVE CONTROL OVER CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE PERFORMANCE OF THE CONTRACT. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND WORK IN PLACE, LAYOUT ALL NEW WALLS AND PARTITIONS, VERIFY DIMENSIONS, LOCATE EXISTING UTILITIES AND MECHANICAL SYSTEMS, AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES PRIOR TO BEGINNING CONSTRUCTION. THE CONTRACTOR SHALL INCLUDE ALL ITEMS, MATERIAL, LABOR, AND SERVICES NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE INTENDED WORK. CONTRACTOR TO WALK SPACE TO DETERMINE SCOPE OF WORK PRIOR TO SUBMITTING BID. CONTRACTOR TO PROVIDE BLOCKING/METAL STRAPPING FOR ATTACHMENT OF ALL SHELVING, CASEWORK, RAILINGS, RESTROOM PARTITIONS/ACCESORIES, PHONE BOARDS, ETC. SEE DETAILS/INTERIOR ELEVATIONS FOR LOCATIONS. ALL DIMENSIONS ARE TO FACE OF FINISH MATERIAL UNLESS OTHERWISE NOTED. DO NOT SCALE THE DRAWINGS. FOLLOW THE WRITTEN DIMENSIONS AND INSTRUCTIONS. DIMENSIONS NOTED "AS REQUIRED", "VERIFY IN FIELD", OR "MATCH EXISTING" ARE TO BE VERIFIED BY THE CONTRACTOR. "ALIGN" MEANS TO ALIGN FINISH MATERIALS OF ELEMENTS INDICATED. MASONRY UNIT SIZE AND DIMENSION ARE "NOMINAL", UNLESS NOTED OTHERWISE. FLOOR ELEVATIONS INDICATED ARE TO TOP OF CONCRETE, UNLESS NOTED OTHERWISE. ALL PARTITIONS TO BE TYPE XX, U.N.O. SEE SHEET A0-04 FOR PARTITION TYPE DETAILS. REFER TO TYPICAL TOILET ELEVATION LEGEND ON SHEET A0-20 FOR DIMENSIONS AND HEIGHT LOCATIONS. REFER TO TYPICAL ELECTRICAL DEVICE LOCATIONS DETAIL ON A0-20 PROJECT INFORMATION FOR DIMENSION AND HEIGHT LOCATIONS.

SCHWARZ RESIDENCE

4

RENOVATION

1 2 3

PROJECT INFORMATION

1 A5-04

BUILDING SECTION 1 1/4" = 1'-0"

REVIEW SET ISSUE DATE: 08.14.2020 PROJECT NO: 20-038

REFERENCING 2 / A2-00

1

2

2 A5-04

BUILDING SECTION 2 1/4" = 1'-0"

REFERENCING 1 / A2-00

3

4

3


SENIOR LIVING

Please Note: • •

• •

3 205006

Construction (Design Management) Regulations 2015: •

This drawing is to be read in conjunction with L&H Architect's corresponding Design Risk Assessments All works to be carried out in accordance with the Construction Phase Plan prepared by the Principle Contractor

2

Typical Flat Front Elevation 1 1 : 100

Typical Flat Elevation Side

6

4

1 : 100

205006

1

Typical Flat Elevation 2

Flat 3D View

5

1 : 100

4 205006

3 205006

Date

Description

Drawn

Check

Architecture

1735

2500

Rev

Lewis & Hickey Ltd 1 St Bernard's Row Edinburgh, EH4 1HW 01313436222 edinburgh@lewishickey.com

Edinburgh | Guildford | London | Manchester | Nottingham | Mumbai Client Name:

BLACKWOOD GROUP Project Name:

DUNDEE RESIDENTIAL DEVELOPMENT CHARLESTON DUNDEE Sheet Description:

Typical Flat Sections & Elevations 1_100

BIM 3D MODEL

3

Typical Flat Longitudinal

4

1 : 100

Typical Flat Transverse

Size & Scale:

Date of First Issue:

A1 @ 1 : 100

12/21/18

Drawn by:

Checked by:

Author

Checker

Status & Issue Purpose:

LHA Project Number:

1 : 100

E6407

Name:

Revision:

-205006 Lewis & Hickey Ltd | Registered in England & Wales | 2007297 | 8 Farnham Road | Guildford | GU1 4XA

205006 Please Note:

1

4

• •

205006

• • •

Do Not scale off this drawing Drawing to be read in conjunction with all relevant other drawings and related specification documents Contractor to check all dimensions / levels on site before construction and advise any discrepancies to L&H Architects Dimensions are in millimetres unless otherwise stated © This drawing is the copyright of Lewis & Hickey Ltd

Construction (Design Management) Regulations 2015: • •

Bedroom 1

This drawing is to be read in conjunction with L&H Architect's corresponding Design Risk Assessments All works to be carried out in accordance with the Construction Phase Plan prepared by the Principle Contractor

3150

CLIENT: Blackwood Homes and Care STAGE: Design phase LOCATION: Dundee, Scotland, UK YEAR: 2019 COMPANY: Lewis & Hickey Architects

Do Not scale off this drawing Drawing to be read in conjunction with all relevant other drawings and related specification documents Contractor to check all dimensions / levels on site before construction and advise any discrepancies to L&H Architects Dimensions are in millimetres unless otherwise stated © This drawing is the copyright of Lewis & Hickey Ltd

4 205006

3300

4725

Bedroom 2 Bathroom

Entrance Hall

2400

9850

2800

3450

Kitchen

1864

3

6

205006

6

205006

205006 Living 3496

8150

2

A large scale senior living residential project that expands seven different sites. The council of Dundee provided the seven sites for the client to develop. The sites were develop with the attempt to create a friendly, collective, and open space for the aging population.

1

Typical Flat Ground Floor Plan

205006

1 : 100

205006 1

4 205006

3 205006

2

2

Typical Flat Floor Plan

205006

1 : 100

205006 1

4 205006

Rev

Date

Description

Drawn

Check

Architecture Lewis & Hickey Ltd 1 St Bernard's Row Edinburgh, EH4 1HW 01313436222 edinburgh@lewishickey.com

Edinburgh | Guildford | London | Manchester | Nottingham | Mumbai

RESPONSIBILITIES:

Client Name:

BLACKWOOD GROUP 6

3

205006 Project Name:

205006

DUNDEE RESIDENTIAL DEVELOPMENT CHARLESTON DUNDEE Sheet Description:

Typical Flat Floor Plans 1_100 Size & Scale:

Date of First Issue:

A1 @ 1 : 100

12/21/18

Drawn by:

Checked by:

Author

Checker

Status & Issue Purpose:

LHA Project Number:

E6407

2

205006

3

1. Concept Design: Conducted the architectural site plans for four sites, for a total of seventy-two accessible flats and town-houses. At the same time, I worked on finalizing the layout of the two story town-houses and three story flats. 2. Schematic Design: Coordinated to prepare drawings and documents to initiate discussion with local authorities and the urban planners. I was responsible for setting up the initial Revit files, in coordination with our BIM manager.

Typical Flat Roof Plan

Name:

1 : 100

Revision:

-205005 Lewis & Hickey Ltd | Registered in England & Wales | 2007297 | 8 Farnham Road | Guildford | GU1 4XA

Please Note: • • • • •

Do Not scale off this drawing Drawing to be read in conjunction with all relevant other drawings and related specification documents Contractor to check all dimensions / levels on site before construction and advise any discrepancies to L&H Architects Dimensions are in millimetres unless otherwise stated © This drawing is the copyright of Lewis & Hickey Ltd

Construction (Design Management) Regulations 2015: • •

1

1

1

205008

205008

205008 3

Living Room

Bedroom 3

205008

4 Bedroom 1

205008

205008 3

205008

Bathroom 1

This drawing is to be read in conjunction with L&H Architect's corresponding Design Risk Assessments All works to be carried out in accordance with the Construction Phase Plan prepared by the Principle Contractor

4

Bedroom 4

Bathroom 2 Landing

Kitchen

Bedroom 2

Cupb'd

1

Typical Townhouse Ground 1 : 50

2

205008

3

2

Typical Townhouse First

2

205008

1 : 50

Typical Townhouse Roof 1 : 50 Rev

Date

Description

Drawn

Check

Architecture Lewis & Hickey Ltd 1 St Bernard's Row Edinburgh, EH4 1HW 01313436222 edinburgh@lewishickey.com

Edinburgh | Guildford | London | Manchester | Nottingham | Mumbai Client Name:

BLACKWOOD GROUP Project Name:

DUNDEE RESIDENTIAL DEVELOPMENT CHARLESTON DUNDEE Sheet Description:

Typical Townhouse Plans 1_50 Size & Scale:

Date of First Issue:

A1 @ 1 : 50

01/16/19

Status & Issue Purpose:

Drawn by:

Checked by:

Author

Checker

LHA Project Number:

E6407

Name:

Revision:

-205007 Lewis & Hickey Ltd | Registered in England & Wales | 2007297 | 8 Farnham Road | Guildford | GU1 4XA

Please Note: • • • • •

Do Not scale off this drawing Drawing to be read in conjunction with all relevant other drawings and related specification documents Contractor to check all dimensions / levels on site before construction and advise any discrepancies to L&H Architects Dimensions are in millimetres unless otherwise stated © This drawing is the copyright of Lewis & Hickey Ltd

Construction (Design Management) Regulations 2015: • •

This drawing is to be read in conjunction with L&H Architect's corresponding Design Risk Assessments All works to be carried out in accordance with the Construction Phase Plan prepared by the Principle Contractor

205004 4

205008 2

1365

5

205008

5

3283

3090

2503

2896

4490

1548

Cupb'd

205004

Kitchen

Bathroom 1

Bedroom 1

4

6 205008 205004

4

6 205008 205004

1

Living Room 9705

3500

205004

3

205008 21 205004 205008 3

205004

1

Typical Townhouse Ground Floor Plan 1 : 100

205004 4

205008 2

205008

5

2518

4090 1360

1065

Landing

6765

Bathroom 2

Rev

2093

5

4235

Bedroom 2

205004

Date

Description

Drawn

2608

Lewis & Hickey Ltd 1 St Bernard's Row Edinburgh, EH4 1HW 01313436222 edinburgh@lewishickey.com

4033

Bedroom 4

Check

Architecture

2350

1 205004

Edinburgh | Guildford | London | Manchester | Nottingham | Mumbai

Bedroom 3

Client Name:

BLACKWOOD GROUP 3 Project Name:

DUNDEE RESIDENTIAL DEVELOPMENT CHARLESTON DUNDEE

205008 21

Sheet Description:

205004 205008

Typical Townhouse Floor plans 1_100

3

205004

Size & Scale:

Date of First Issue:

A1 @ 1 : 100

12/20/18

Status & Issue Purpose:

Drawn by:

Checked by:

Author

Checker

LHA Project Number:

E6407

2

Typical Townhouse First Floor Plan 1 : 100

Name:

Revision:

-205003 Lewis & Hickey Ltd | Registered in England & Wales | 2007297 | 8 Farnham Road | Guildford | GU1 4XA

Please Note: • • •

1

21

205004

205008 205004

• •

Do Not scale off this drawing Drawing to be read in conjunction with all relevant other drawings and related specification documents Contractor to check all dimensions / levels on site before construction and advise any discrepancies to L&H Architects Dimensions are in millimetres unless otherwise stated © This drawing is the copyright of Lewis & Hickey Ltd

Construction (Design Management) Regulations 2015: •

This drawing is to be read in conjunction with L&H Architect's corresponding Design Risk Assessments All works to be carried out in accordance with the Construction Phase Plan prepared by the Principle Contractor

1

3

Typical Townhouse Longitudinal

2500

2900

2500

2500

SOFTWARE USED: Revit, AutoCAD, SketchUp, Adobe Creative Suite.

2

1 : 100

Typical Townhouse Transverse 1 : 100

21

1

205008 205004

205004

Typical Townhouse Rear Elevation

6

1 : 100

Typical Townhouse Side Elevation 2 1 : 100

12 205008 205004 1 205004

4

Typical Townhouse Front Elevation

5

1 : 100

Typical Townhouse Side Elevation 1 1 : 100

Rev

Date

Description

Drawn

Check

Architecture Lewis & Hickey Ltd 1 St Bernard's Row Edinburgh, EH4 1HW 01313436222 edinburgh@lewishickey.com

Edinburgh | Guildford | London | Manchester | Nottingham | Mumbai Client Name:

BLACKWOOD GROUP Project Name:

DUNDEE RESIDENTIAL DEVELOPMENT CHARLESTON DUNDEE Sheet Description:

Typical Townhouse Sections & Elevations 1_100 Size & Scale:

Date of First Issue:

A1 @ 1 : 100

12/20/18

Status & Issue Purpose:

Drawn by:

Checked by:

Author

Checker

LHA Project Number:

E6407

7

Front 3D View

8

Rear 3D View Name:

Revision:

-205004 Lewis & Hickey Ltd | Registered in England & Wales | 2007297 | 8 Farnham Road | Guildford | GU1 4XA


BIM COORDINATION REVIT PROJECT STRUCTURE

Central Coordination Model

Landscape Design Site 1 Buildings Site 2 Buildings Site 3 Buildings Site 4 Buildings Site 5 Buildings Site 6 Buildings Site 7

Flats Block Flat Stair Block TownhouseBlock

ParametricWindow and Entrance families


ADVANCED WINDOW FAMILY CREATION


STUDENT ACCOMODATIONS CLIENT: Oxford University STAGE: Construction LOCATION: Oxford, United Kingdom YEAR: 2018 COMPANY: Lewis & Hickey Architects

The scope of this project is to demolish three old accommodation buildings and replace them with ten new-built more efficient with modern standards. The completed buildings are design to host roughly 1.200 total new students rooms, and the services and amenities required. RESPONSIBILITIES: 1. Concept Design: Studied and prepared detailed sketches and layouts of intricate and fundamental portions of the project. These drawings illustrated aspects of the architectural plans. Assisted the client brief in terms of options, alternatives and possibilities. Played an active role in the preparation of presentation material. 2. Schematic Design: Coordinated and prepared drawings and documents required for the approval of local authorities. Studied and analysed design related issues in regards to spatial organization and efficient utilization, as well as accessibility of spaces and the functional arrangement of interior units and utilities. 3. Design Development: Coordinated with structural engineers,and other sub-consultants, such as landscape designers and FF&E contractors. Working with Revit to prepare the construction drawings in a BIM level 2 information model. We also started finalizing interiors and spaces, before proceeding to submit the project for bid. SOFTWARE USED: Revit, Rhinoceros and plug-ins, SketchUp, Adobe Creative Suite.

MASTERPLAN


SCHEDULING - DRAWINGS Notes:

· ·

Do not scale off this drawing Drawing to be read in conjunction with all relevant other drawings and related specification documents Contractor to check all dimensions / levels on site before construction and advise any discrepancies to L&H Architects Dimensions are in millimetres unless otherwise stated © This drawing is the copyright of Lewis & Hickey Ltd

·

ROOF +89.00

ROOF +89.00

ROOF + 89.00

· ·

· FOURTH +86.00

FOURTH +86.00

FOURTH + 86.00

THIRD +83.00

THIRD +83.00

THIRD + 83.00

SECOND +80.00

SECOND +80.00

SECOND + 80.00

This drawing is to be read in conjunction with L&H Architect's corresponding Design Risk Assessments All works to be carried out in accordance with the Construction Phase plan prepared by the Principle Contractor

·

Please Note: • •

Do Not scale off this drawing Drawing to be read in conjunction with all relevant other drawings and related specification documents Contractor to check all dimensions / levels on site before construction and advise any discrepancies to L&H Architects Dimensions are in millimetres unless otherwise stated © This drawing is the copyright of Lewis & Hickey Ltd

• • •

Construction (Design Management) Regulations 2015:

21

This drawing is to be read in conjunction with L&H Architect's corresponding Design Risk Assessments All works to be carried out in accordance with the Construction Phase Plan prepared by the Principle Contractor

FIRST +77.00

FIRST +77.00

FIRST + 77.00

GROUND +74.00 +73.50

GROUND +74.00

GROUND + 74.00

BUILDING 2

BUILDING 1A

North

Bedroom Bedroom 12.52 m²

Bedroom

12.52 m²

Bedroom

Bedroom

12.52 m²

12.52 m²

12.52 m²

Bedroom

Common Room / Kitchen

Bedroom Bedroom

12.52 m²

36.93 m²

East

12.52 m²

Stairwell 2

Bedroom

12.52 m²

16.98 m²

12.52 m²

Bedroom

Bedroom

12.52 m²

12.52 m²

Bedroom Bedroom 12.52 m²

Bedroom

12.52 m²

12.52 m²

Common Room / Kitchen 40.79 m²

Dry Riser Cleaner's 1.30 m²

Corridor

Corridor

24.60 m²

20.84 m²

0.25 m²

Corridor

Stairwell 2 Lobby

19.40 m²

17.61 m²

West 1a

Store Elec. Common Room / Kitchen

Lift Shaft 1 Stairwell 1

0.72 m² 0.72 m²

3.51 m²

Bedroom

Bedroom

Bedroom

12.52 m²

12.52 m²

12.52 m²

21.27 m²

Bedroom

36.93 m²

Bedroom Bedroom

12.52 m²

12.52 m²

Bedroom

12.52 m²

Lift Shaft 2

12.52 m²

Bedroom

Bedroom

Bedroom

12.52 m²

12.52 m²

12.52 m²

Bedroom

Common Room / Kitchen

12.52 m²

44.40 m²

3.32 m²

Bedroom 12.52 m²

Data

02

NORTH ELEVATION scale 1:200

WEST ELEVATION 1a scale 1:200

South

Bedroom West 1b

17.07 m²

Bedroom 12.52 m²

162.00°

01

3.40 m²

BUILDING 1B

Bedroom 12.52 m²

Bedroom

MATERIALS KEY - FLATS

12.52 m²

Red Brick Variants 1, 2 and 3: A Selection of 3 reddish/brown with purple tint brick colours for main bedroom elevations. Wienerberger or similar approved. ROOF + 92.50

FOURTH +89.50

THIRD +86.50

THIRD +86.50

SECOND +83.50

SECOND +83.50

+80.50

FIRST +80.50

Bedroom

12.52 m²

12.52 m²

Bedroom 12.52 m²

Light Brick: A grey/tawny coloured brick for the stair cores. Wienerberger or similar approved

19.47 m²

0.25 m²

Lift Shaft 3

3.40 m²

Elec.

3.32 m²

0.72 m²

Store

CBSV - Room Key ROOF +89.00

ROOF +89.00

FOURTH +86.00

FOURTH +86.00

THIRD +83.00

THIRD +83.00

SECOND +80.00

SECOND +80.00

FIRST +77.00

FIRST +77.00

Dry Riser

Cleaner's

Grey/Blue Brick: A mid to dark grey/blue coloured brick for the base plinth. Wienerberger or similar approved Glazed Brick - Varied Colours: Different coloured glazed bricks providing unique colour identity to each core entrance. Wienerberger or similar approved

Stairwell 3

0.72 m²

Bedroom

Lift Shaft 1

Cleaner's

Riser

Common Room / Kitchen

Stairwell 1

Corridor

Stairwell 2

16.98 m²

Store

Bedroom 12.52 m²

Bedroom

Bedroom

12.52 m²

12.52 m²

Data

Stairwell 2 Lobby

Dry Riser

Stairwell 3

Elec.

Stairwell 3 Lobby

Bedroom 12.52 m²

Bedroom

Corridor

12.52 m²

FIRST +80.50

22.82 m²

Bedroom

Stairwell 3 Lobby

ROOF + 92.50

FOURTH +89.50

Corridor

Vertical Narrow width Rainscreen Cladding with horizontal expressed banding with aluminium rainscreen support system and secret fixing to kitchen upper elevations Trespa Meteon/ Marley Equitone or similar approved.

11.82 m²

Bedroom

Bedroom

12.52 m²

12.52 m² Rev

Date

Description

Drawn

GROUND +77.50

Check

Architecture

Bedroom 12.52 m²

+77.50

Lewis & Hickey Ltd 54a Linhope London, NW1 6HL 02077241611 london@lewishickey.com

Powder Coated Grey Aluminium windows and glazed doors. Metal Technology or similar approved.

Edinburgh | Guildford | London | Manchester | Nottingham | Mumbai Client Name:

Common Room / Kitchen

<Client Name>

36.13 m²

Rainscreen cladding panels with aluminium rainscreen support system and secret fixings. Various colours Trespa Meteon/ Marley Equitone or similar approved.

GROUND +74.00 +73.50

Powder Coated Grey Aluminium Louvred panel and louvered door system. Timber Bin Stores Open access with and hit and miss timber cladding.

03

EAST ELEVATION scale 1:200

ROOF + 92.50

ROOF +89.50

ROOF +89.50

THIRD +86.50

FOURTH +89.50

THIRD +86.50

D

28.11.18

MATERIALS KEY ADDED

AS

C

09.11.18

DRAFT EMPLOYERS REQUIREMENTS ISSUE

AT

B

29.10.18

DRAFT EMPLOYERS REQUIREMENTS ISSUE

WL

A

11.09.18

Ground base hatches added

LF

rev

date

description

drawn

SECOND +83.50

SECOND +83.50

SECOND +83.50

FIRST +80.50

FIRST +80.50

GROUND +77.50

client

+77.50 project title

Clive Booth Student Village drawing title

Building 1a & b Proposed Elevations Sheet 01

04

05

WEST ELEVATION 1b scale 1:200

Size & Scale:

Date of First Issue:

Drawn by:

Checked by:

A1 @ 1 : 100

08/08/18

Author

Checker

Status & Issue Purpose:

size

scale

A1:L

1:200

status

SOUTH ELEVATION scale 1:200

date

drawn by

21.08.18

MG

drawing no.

E6512

LHA_01_ZZ_DR_A_203001

E6512

S0_Initial Stage (WIP) Note: This drawing has been prepared to show design intent information only and is provided to show work in progress.

Name:

LHA_L1_FFL

1

Revision:

M1234-LHA-ZZ-01-DR-A-205001

1 : 100

Lewis & Hickey Ltd | Registered in England & Wales | 2007297 | 8 Farnham Road | Guildford | GU1 4XA

NOTES

LF

Building 3:

LF LF

Bedroom Number's: Ground 16 First 36 Second 36 Third 36 Forth 20

CN

checked

Total Clusters Total Rooms

20 144

Social Space NIA: Ground 142m² GEA:

4304m² Original GEA outline

checked by

CN

IN PROGRESS

job no.

LHA Project Number:

S0_Initial Stage (WIP)

Lewis & Hickey Ltd 1 St. Bernard's Row Edinburgh, EH4 1HW 0131 343 6222 edinburgh@lewishickey.com

Oxford Brookes University + 77.50

GROUND +77.50

Sheet Description:

Room Type Plan

21

Architecture

THIRD +86.50

FIRST +80.50

Project Name:

<Clive Booth Student Village>_<Project Information>

DRAFT EMPLOYERS REQUIREMENTS

+74.00

GROUND +74.00

revision

D

Lewis & Hickey Ltd | Registered in England & Wales | 2007297 | 18 Farnham Road | Guildford | GU1 4XA

Notes:

7

8

9

10

11

12

13

14

15

16

17

19

20

21

22

23

· · ·

A

· ·

B

Do not scale off this drawing Drawing to be read in conjunction with all relevant other drawings and related specification documents Contractor to check all dimensions / levels on site before construction and advise any discrepancies to L&H Architects Dimensions are in millimetres unless otherwise stated © This drawing is the copyright of Lewis & Hickey Ltd

Oxford Brookes University

B

Clive Booth Student Village

· ·

UP

DN

This drawing is to be read in conjunction with L&H Architect's corresponding Design Risk Assessments All works to be carried out in accordance with the Construction Phase plan prepared by the Principle Contractor

L&H Review - Building 3 Ground, First & Second Floor Plan

C D

E

F

Building 3: First Floor

Building 3: Ground Floor

GENERAL NOTES

C

Building 3: Second Floor

BEDROOMS: 36

BEDROOMS: 16

BEDROOMS: 36

Drawing to be read in conjunction with relevant ER drawings, schedules and specifications, including Structural, MEP and other relevant design team ER's information. Partition types as indicated are subject to coordination with: - Acousticians report and recommendations. - Fire Engineers report and recommendations. - Structural Framing Consultants SFS proposals, recommendations and specifications. - All proposed fire ratings of partitions to be confirmed via Structural Framing Consultant and British Gypsum/Knauf OEA.

1:200

24.07.18

LD

CN

E6512

SK-13

I

A

All loadbearing SFS partitions to be 60min rated in all buildings other than building 2 which is to be 90min rated.

Notes:

· ·

UP

· ·

I

·

3 2228

4

5

2925

6

2925

7

2925

8

2925

9

4050

10

4050

11

2925

12

2925

13

2925

14

2925

15

3800

16

2925

17

2925

19

2925

21

20

2925

2925

1455

22

23

1490

1 2

4755

598

3 2228

4

5

2925

2925

6

7

2925

8

2925

9

4050

10

4050

11

2925

12

2925

13

2925

12.52 m²

Bedroom

Common Room / Kitchen

12.52 m²

36.93 m²

Bedroom Bedroom

12.52 m²

12.52 m²

Bedroom

12.52 m²

UP

DN Stairwell 2

Bedroom Bedroom

16.98 m²

12.52 m²

12.52 m²

Bedroom Bedroom

12.52 m²

12.52 m²

Bedroom

12.52 m²

C

C

Bedroom Bedroom

12.52 m²

12.52 m²

Bedroom Bedroom

12.52 m²

12.52 m²

Bedroom

12.52 m²

Bedroom

Common Room / Kitchen

12.52 m²

36.93 m²

Type 13

Common Room / Kitchen

Bedroom

Bedroom

Bedroom

12.52 m²

12.52 m²

12.52 m²

12.52 m²

D

Corridor

UP

DN Stairwell 2

1.30 m²

24.60 m²

20.84 m²

Bedroom

12.52 m²

Bedroom

Bedroom

12.52 m²

12.52 m²

12.52 m²

23 4755

Bedroom Bedroom

Lift Shaft 2

12.52 m²

12.52 m²

Bedroom

12.52 m²

2580

12.52 m²

44.40 m²

Stairwell 1

F

790

BIN STORE

12.52 m²

Bedroom Bedroom 12.52 m²

Common Room / Kitchen

Bedroom

12.52 m²

H

Bedroom

Bedroom

Bedroom

12.52 m²

12.52 m²

12.52 m²

Bedroom

Bedroom

Bedroom

12.52 m²

12.52 m²

12.52 m²

12.52 m²

44.40 m²

F Bedroom 12.52 m²

I

4594

Bedroom 17.07 m²

162.00°

12.52 m²

Bedroom

K Bedroom

Corridor

12.52 m²

Bedroom

12.52 m²

12.52 m²

K

Bedrooms: 41 Level: +83.00m

22.87 m²

Bedroom

Bedroom

Building 1A: Third Floor

12.52 m²

Bedroom Corridor

12.52 m²

22.87 m²

Bedroom

L

Bedroom

12.52 m²

L

12.52 m²

2925

12.52 m²

2925

L

Bedroom

3.32 m²

Bedroom

2925

- Gypframe shaftwall 60 i 70 'i' galvanised m.s. studs at 600mm ctrs. - 1No. layer 19mm gyproc core board between studs secured by gypframe retaining channel to shaft/cuboard side. - 2 layers 12.5mm gyproc wallboard to opposite side.

Bedroom

Bedroom

12.52 m²

12.52 m²

M

Stairwell 3 Lobby FIELD

0.25 m²

Lift Shaft 3

900

PULLENS 5

M Dry Riser 0.25 m²

3.40 m²

Lift Shaft 3

900

Elec.

3.32 m²

0.72 m²

Store

18

BUILDING 9

Cleaner's

Elec.

3.32 m²

BUILDING 8

Stairwell 3 Lobby 19.47 m²

Dry Riser

19.47 m²

3.40 m²

10

14

2925

Data

8

12

BUILDING 6 BUILDING 5

0.72 m²

Store

N

Stairwell 3

0.72 m²

2925

KEY PLAN Allotment Gardens

D

3.40 m²

J

17.07 m²

Building 1A: Second Floor Bedrooms: 41 Level: +80.00m

Lift Shaft 2

12.52 m²

DN

900

Bedroom

12.52 m²

Bedroom

Common Room / Kitchen

51 epyT

36.93 m²

12.52 m²

Cleaner's

G I

3.51 m²

UP

2925

Bedroom

Type 13

Lift Shaft 1

20.18 m²

12.52 m²

3.32 m²

3.40 m²

J

0.72 m² 0.72 m²

2925

Bedroom

12.52 m²

C

19.37 m²

17.58 m²

900

12.52 m²

4755

Bedroom Bedroom

12.52 m²

Type 9

Corridor

Stairwell 2 Lobby

E

790

4755

Common Room / Kitchen

51 epyT

Bedroom

36.93 m²

12.52 m²

Bedroom

N

0.72 m²

18

16.98 m²

Stairwell 3

BUILDING 11

3800

Bedroom

Bedroom

BUILDING 10 BUILDING 3

BUILDING 7

12.52 m²

12.52 m²

Bedroom

900

Bedroom

12.52 m²

A

BUILDING 2

12.52 m²

BLOCK

24

BUILDING 1A

Corridor

Bedroom

O

12.52 m²

Corridor

24

O

Bedroom

12.28 m²

12.52 m²

12.52 m²

Allotment Gardens

B

900

Bedroom

12.52 m²

Bedroom

12.28 m² BLOCK

2925

M

MR lining Moisture resistant plasterboard to replace outer layer of plasterboard

3800

16.98 m² JOHN GARNE WAY

P

P

12.52 m²

2925

2925

Bedroom BUILDING 1B

Bedroom 12.52 m²

12.52 m²

Q

Bedroom

Bedroom

12.52 m²

12.52 m²

12.52 m²

R

R 2925

2925

Site Boundary Ancillary/Social Spaces

size

scale

A1:L

1:100

date

drawn by

06.11.18

LF

IN PROGRESS

job no.

drawing no.

E6512

CBSV-LHA-01A-01-DR-A-221001

CN

revision

A

Lewis & Hickey Ltd | Registered in England & Wales | 2007297 | 18 Farnham Road | Guildford | GU1 4XA

3225

Bedr 12.52

oom m²

R

Bedr 12.52

oom m²

mon

Room m²

12.52

12.52

Bedr

Type

oom m²

2925

Room

36.93

3

3

Store 0.72

/ Kitch

Corri 19.48

2925

12.52

2925

oom m²

dor

Data

Bedr 12.52

3.40

oom Lift

Bedr

12.52

Elec.

oom

0.72

Stairw

4050

Dry

Bedr

7

12.52

oom

0.28

Bedr

12.52

4050

ell 2

18.33

Riser

Lobb

2

oom

24.57

mon

12.52

Room

31.85

oom m²

3.40

Com

mon

en

12.52

oom m²

dor

Bedr 17.07

Room

30.55

/ Kitch

en

Type

2925

900

12.52

7.55

2925

12.52

12

oom

10.97

oom m²

Bedr 12.52

3800

Corri

en

19.48

dor

oom

3.40

Lift

12.52

oom m²

Elec.

Bedr 12.52

oom

0.72

12.52

oom m²

Riser

0.28

Bedr 12.52

ell 2

18.33

12.52

oom m²

2580 1490

345

D C

12.52

K

17.07

oom

Type

19.95

Bedr 12.52

oom

mon

24.72

Room

44.40

dor

22

Bedr

en

12.52

oom m²

WL

description

12.52

oom m²

12.52

Bedr 12.52

3800

oom m²

F Bedr 12.52

oom m²

Com

mon

2925

Room

40.79

15

Type

/ Kitch

en

10

2925

E

D C

16

Oxford Brookes University project title

Building 1A & 1B Proposed Plans Sheet 02 size

scale

A1:L

1:200

status 2925 1455 1490

21 22

B

4755

CN CN LF

checked

Lewis & Hickey Ltd 1 St. Bernard's Row Edinburgh, EH4 1HW 0131 343 6222 edinburgh@lewishickey.com

drawing title

oom

2925

14

CN

drawn

Architecture

H

Bedr

Bedr

20 B

4755

LF

DRAFT EMPLOYERS REQUIREMENTS ISSUE

date

Clive Booth Student Village

/ Kitch

4755 1490

21

LF

DRAFT EMPLOYERS REQUIREMENTS UPDATED ISSUE

29.10.18

rev

Corri

Com

15

dor

oom

19

1455

20

LF

UPDATED DRAFT EMPLOYERS REQUIREMENTS

08.11.18

A

Corri

oom

17 2925

19

UPDATED DRAFT EMPLOYERS REQUIREMENTS

29.11.18

B

2925

17

30.11.18

C

L

oom

Bedr

Bedr

12.52

2925

N

D

Bedr

Bedr

13

Bedrooms: 41 Level: +83.50m

24

oom

ell 2

2925

Building 1B: Second Floor E

1145

client 12.52

12.52

16.94

12.52

oom

Stairw

DN

F

Store 68.14

N

900

oom

oom

Bedr

y

A 2925

11 12

2925

16

UP

Bedr

Bedr

Bedr

Lobb

oom

UP

10

oom

2925

15

2

Store 0.72

Stairw Dry

Bedr

2925

2925

2925

Store

oom

oom

Bedr

12.52

Shaft

3.32

Bedr

4050

9

14

12.52

Elec.

Bedr 12.52

7

H

13

3

O

Bedr

12.52

4050

ell 3

M

12.52

/ Kitch

6

oom

dor

16.94

Bedr oom

8

12.52

Corri

Bedr

Room

36.93

2925

Bedr

Store

oom

P

oom

Stairw

J m²

4

2

Bedr

DN

oom

Bedr

2925

19.28

mon

dor

Bedr 12.52

mon

Riser

0.28

y

Bedr

Com

2925

K

Corri

14.10

DN

12.52 13

5

en

oom

Corri

ell 2

oom

oom Type

0.72

12.52

Bedr

Bedr

3.32

18

/ Kitch

12.52

900

Room

oom

Dry

Lobb

Elec.

Shaft

0.72

dor

Bedr

Lift

Elec.

oom

3

/ Kitch

Bedr

Com

16.94

A 2925

11

12.52

17.00

36.93

oom

12.52

L

oom

Bedr

ell 3

oom

Corri

Bedr

12.52

Com

Bedr

Store 0.72

y

Stairw UP

2925

Bedrooms: 37 Level: +80.50m

12.52

Bedr

oom

12.52

12.52

Stairw

Bedr

1

2925

9 10

12.52

oom

Bedr Shaft

oom

8

Building 1B: First Floor

12.52

oom

Bedr

3.32

oom

6

12.52

N

900

oom

Bedr

B

oom

12.52

2825

oom

Q Bedr

1

12.52

12.52

Bedr

5

er's

M

12.52

en

2925

Shaft

3.51

12.52

12.52

Bedr

Bedr

4

Lift

1.30

Bedr

UP

Bedr

24

dor

oom

oom

12.52

ell 1

Clean

oom

oom

Com

mon

12.52

Bedr 12.52

13

12.52

Bedr 20.17

J

Bedr

oom

Bedr en

oom

12.52

3.32

18

/ Kitch

Bedr

ell 3

4594

900

Com

36.93

oom

16.94

2925

3.40

Bedr 12.52

C

O

Stairw

Bedr

UP

Stairw

DN

2580

oom

dor

BIN STORE

E

P

oom

Bedr Riser

345

24.57

oom

0.28

y

1490

12.52

12.52

Corri

Bedr

0.72

3

12.52

Dry

Lobb

Elec.

Shaft

Type

oom

2825

1

Lift

Data

900

Bedr 12.52

oom

12.52

17.00

DN

4755

Bedr

Bedr

ell 3

oom

1145

12.52

Bedr

B

12.77

Q

dor

Stairw

Bedr

4755

4594

oom

2925

4755

12.52

DRAFT EMPLOYERS REQUIREMENTS

en

900

Bedr

1490

12.77

oom

oom

1

900

er's

1490

Shaft

3.51

1.30

4755

Lift

Clean

LF

checked by

/ Kitch

oom

790

790

4755 1490

12.52

ell 1

13

drawing title

Building 1A Typical Floor Internal Wall Types

12.52

Corri

12.52

Bedr 20.17

Type

Clive Booth Student Village

S

G

oom

Bedr

800

I

13

23

Room

35.71

12.52

2

R

oom

162.00°

project title

2925

22

oom

Bedr

Bedr

UP

Stairw

checked

OXFORD BROOKES UNIVERSITY

12.52

Bedr

Bedr

oom

2925

T

en

Corri

DN

BIN STORE

E C

Lewis & Hickey Ltd 1 St. Bernard's Row Edinburgh, EH4 1HW 0131 343 6222 edinburgh@lewishickey.com

client

T

Com

mon

/ Kitch

oom

12.52

Architecture

S

S

12.52

2925

drawn

Room

35.71

12.52

Bedr

2

3800

WL

description

mon

Bedr

800

I

2925

DRAFT EMPLOYERS REQUIREMENTS

date

Type 12

T

Com

Storage-Cycles

2925

09/11/18

rev

Type 12

Storage-Waste

G

162.00°

A

4755

Service cupboards/Risers

2925

R

23

1490

Storage-General/Cleaners Cupboards

Laundry

2925

From Heated Side - 2no layers 15mm Soundbloc/Soundbloc F Plasterboard - Vapour Check Layer - 100mm SFS steel studs - 100mm Rockwool RWA 45 between studs - 10mm sheathing board - Breather Membrane - 75mm Rockwool Duo insulation - 25mm air cavity - 100mm Blockwork Non- Heated Side

23

22

4755

2925

Q

T

22

21

23 4755

2925

Wall Type 9 - Twin Wall to Plant Rooms Internal (Load Bearing) 60/90 minute Fire Rating 68 (-2: -7) Rw (C:Ctr) Achieved (based on Hadley SFS data) Acoustic Testing required

4755

21

19

23

22 1490

2925

- 140mm blockwork

1490

19 T

4755

22

21 4755

S

35.73 m²

4755

1490

21

19

Plant

3225

P

4755

19

Kitchens Circulation

Common Room / Kitchen

S

35.73 m²

Bedrooms - ensuite Bedrooms - non ensuite Bathrooms - shared

Type

O

DRAFT EMPLOYERS REQUIREMENTS

Common Room / Kitchen

24

21

Q

Bedroom

12.52 m²

LEGEND KEY

N

18

Wall Type 8 - Plant Room Wall Internal (non-load bearing)

- 2no layers 12.5mm Gyproc Wallboard - Gypframe 70S 50 'C' Stud at 600mm ctrs. - 2no layers 12.5mm Gyproc Wallboard

Bedroom

12.52 m²

Bedroom

Wall Type 7 Note: Mineral wool slab cavity barriers to be installed under compression to close cavity at each compartment floor and around openings. Possibility to reduce size of air cavity TBC.

Wall Type 10 Internal (Non-Loading Bearing) 60 minutes fire rated

Bedroom

N

2925

Michael Hamilton Building

3225

- 2no layers 15mm Soundbloc/Soundbloc F plasterboard - 16mm acoustic resilient bar (bedroom side) - Gypframe 60 I 50 (I Stud) - 50mm air cavity - 100mm SFS steel studs - 50mm Isover APR Mineral wool insulation - 2no layers 15mm Soundbloc/Soundbloc F plasterboard

Lane

2925

Cuckoo

status

N

Bedroom

12.52 m²

DN

3800

- 1no layer 15mm Wallboard plasterboard - 70mm Steel studs at 400mm centres - 25mm Isover APR Mineral wool insulation - 1no layer 15mm Wallboard plasterboard

12.52 m²

UP Elec.

G H

19 Wall Type 5 - Cross Corridor wall type 1 Internal (non-load bearing) 30 minute Fire Rating 43 RW dB Acoustic Rating achieved (Based on British Gypsum Data) No Acoustic testing required.

Bedroom Bedroom

3.51 m²

BIN STORE

Common Room / Kitchen

Type 13

Lift Shaft 1

20.18 m²

K

2925

- 1no layer 15mm Soundbloc plasterboard - 50mm steel studs at 400mm centres - 25mm Isover APR Mineral wool insulation - 1no layer 15mm Soundbloc plasterboard

Stairwell 1

Wall Type 11 - Dry Riser Internal (non load bearing) No Fire Rating required (Compartmentation provided at slab level where required in building 3) No Acoustic Testing required

Bedroom

2925

Wall Type 4 - Pod Riser Internal (non-load bearing) No Fire Rating - Compartmentation provided at slab level 44 RW dB Acoustic Rating achieved (Based on British Gypsum Data) Acoustic Testing required will be across 2No. riser walls and pods from bedroom to bedroom

12.52 m²

Store Elec.

0.72 m² 0.72 m²

2925

- 1no layer 15mm Soundbloc board - Gypframe lining channel/stud framing

Bedroom Bedroom

16.98 m²

0.25 m²

1145

19.40 m²

17.61 m²

Corridor

2925

Wall Type 3 - Lining to Pod / Boxing of Services Internal (non load bearing) No Fire Rating No Acoustic testing required.

22 1490

Common Room / Kitchen

Cleaner's

3225

- 2no layers 15mm Soundbloc/Soundbloc F plasterboard - 100mm SFS steel studs - 50mm Isover APR Mineral wool insulation - 2no layers 15mm Soundbloc/Soundbloc F plasterboard

1455

345

Stairwell 2 Lobby

1145

20.84 m²

12

Wall Type 2 - Typically Bedroom to Corridor and Lifts/Risers Internal (load bearing) 60/90 minute Fire Rating 54-58 (-3; -8) Rw(C;Ctr) TBC (no available Hadley SFS data) No Acoustic testing required.

2925

Dry Riser 1490

Corridor

24.60 m²

Corridor

0.25 m²

345

1490

1.30 m²

Corridor

Type

Wall Type 1 Note: Allow for Plywood pattressing for wall mounted fixtures and fittings.

Wall Type 7 - Twin wall Internal (load bearing) 60/90 minute Fire Rating 68 (-2: -7) Rw (C:Ctr) Achieved (based on Hadley SFS data) Acoustic Testing required

21

20

2925

12

- 2no layers 15mm Soundbloc/Soundbloc F plasterboard - 16mm acoustic resilient bar - 100mm SFS steel studs - 50mm Isover APR Mineral wool insulation - 16mm acoustic resilient bar - 2no layers 15mm Soundbloc/Soundbloc F plasterboard

19

2925

40.79 m² Type 9

Dry Riser

Cleaner's

Store Elec.

- 2no layers 15 mm Soundbloc plasterboard - 70mm Steel studs at 400mm centres - 25mm Isover APR Mineral wool insulation - 2no layers 15mm Soundbloc plasterboard

17

2925

40.79 m²

C E

Wall Type 6 - Cross Corridor wall type 2 Internal (non-load bearing) 60/90 minute Fire Rating 54 RW dB Acoustic Rating achieved (Based on British Gypsum Data) No Acoustic testing required.

16

2925

B

4755

Bedroom

12.52 m²

B

4755

4755

Bedroom Bedroom

12.52 m²

15

3800

A B

Type 13

Bedroom Bedroom 12.52 m²

- 1no layer 15mm Wallboard plasterboard

14

2925

A

4755

598

B

Wall Type 1 - Typically Bedroom/Kitchen to Bedroom/Kitchen Internal (load bearing) 60/90 minute Fire Rating 62 (-2: -7) Rw (C:Ctr) Achievefind d (based on Hadley SFS data) Acoustic Testing required

This drawing is to be read in conjunction with L&H Architect's corresponding Design Risk Assessments All works to be carried out in accordance with the Construction Phase plan prepared by the Principle Contractor

·

1 2

900

J

900

H

CLUSTER BUILDING WALL TYPE KEY

Do not scale off this drawing Drawing to be read in conjunction with all relevant other drawings and related specification documents Contractor to check all dimensions / levels on site before construction and advise any discrepancies to L&H Architects Dimensions are in millimetres unless otherwise stated © This drawing is the copyright of Lewis & Hickey Ltd

·

DN

Type

G

2580

6

2925

5

4594

4

162.00°

3

2925

1 2

date

drawn by

21.08.18

WL

IN PROGRESS

job no.

drawing no.

E6512

LHA_01_ZZ_DR_A_201002

checked by

LF

revision

Rev D

Lewis & Hickey Ltd | Registered in England & Wales | 2007297 | 18 Farnham Road | Guildford | GU1 4XA

23

23


3D BIM MODEL


STAGGERED BUILDINGS ROOM TAGS


LOBBY REMODEL CONSTRUCTION DRAWINGS

CLIENT: The Wellington Group STAGE: Construction LOCATION: St. Louis, MO YEAR: 2020 COMPANY: SPACE Architecture + Design

The scope of this project was to refresh the Lobby of the building to offer modern aesthetics to attract students as tenants. At the same time, a new well thoughtout office arrangement was required by the clients’ operations and for improving security issues faced in the past. RESPONSIBILITIES: 1. Concept Design: During the schematic phase design I worked closely with the client, discussed solutions for their needs and finally presented updated designs, rendering and walkthrough videos. 2. Construction Documents: Starting from code review with the guidance of my supervisors, I prepared the CD set and the required detailing required to submit for permit in Revit. SOFTWARE USED: Revit, SketchUp, Adobe Creative Suite.

1

2

3

4

1

2

3

4

1

2

3

1

4

2

3

4

S-1

PT-2

2'-3"

2'-1"

2'-3"

2'-1"

4168 MANCHESTER ST. LOUIS, MO 63110 314.534.4168 PHONE 314.534.2026 FAX WWW.SPACESTL.CO MISSOURI STATE CERT. M OF AUTHORITY

REFERENCING

2

/

A9-10

AS2

1/4" = 1'-0"

AS3

3 REFERENCING

/

1/4" = 1'-0"

A9-10

4 REFERENCING

/

A9-10

AS4

AS5

5

1/4" = 1'-0"

REFERENCING

/

1/4" = 1'-0"

A9-10

REFERENCING

ARCHITECTS

3 A9-03

GUARD POST DETAIL FLOOR PLAN 1/2" = 1'-0"

REFERENCING

Z CLIP SYSTEM HEAVY DUTY HANGING SYSTEM

/

TYPICAL PANEL, PLYWOOD PAINTED PT-2 AND WALNUT FINISH TIMBER 1X3" AT THE FRONT

FINISHED FLOOR

02.06.2020

8'-7"

3'-9"

6'-9"

A9-03

REFERENCING

REFERENCING

S P A C E ARCHITECTS

/

S-2

WS-1

.

FINISHED FLOOR .

1/4"

1 1/2" = 1'-0"

A9-03

REFERENCING

A6-00

SECTION 1 (2 of 2) 1/4" = 1'-0"

2

REFERENCING 1.2 / A2-00

A6-00

A9-10

/

EAS4

1/4" = 1'-0"

2'-3"

12'-3" 9

REFERENCING

10 REFERENCING

/

A9-10

EAS5

1/4" = 1'-0"

REFERENCING

/

EAS3 EAS4

C:\Users\Anto\Documents\Grandview First floor Revit 2019_Anto.rvt 5/30/2020 7:37:44 PM

EAS5 AS1 AS2 AS3 D

GLASS TBC GLASS TBC

WIDTH

HEIGHT

SYSTEM THICKNESS

FRAME TYPE

FRAME MATL.

FIRE RATING

NOTES

EXISTING EXISTING

EXISTING

AL. PROFILE

ALUMINUM

BOTTOM VINYL APPLICATION 2'3" FROM FINISHED FLOOR LEVEL. COLOR TO MATCH PT-2

EXISTING EXISTING

EXISTING

AL. PROFILE

ALUMINUM

BOTTOM VINYL APPLICATION 2'3" FROM FINISHED FLOOR LEVEL. COLOR TO MATCH PT-2

EXISTING EXISTING

EXISTING

AL. PROFILE

ALUMINUM

BOTTOM VINYL APPLICATION 2'3" FROM FINISHED FLOOR LEVEL. COLOR TO MATCH PT-2

EXISTING EXISTING

EXISTING

AL. PROFILE

ALUMINUM

BOTTOM VINYL APPLICATION 2'3" FROM FINISHED FLOOR LEVEL. COLOR TO MATCH PT-2

EXISTING EXISTING

EXISTING

AL. PROFILE

ALUMINUM

BOTTOM VINYL APPLICATION 2'3" FROM FINISHED FLOOR LEVEL. COLOR TO MATCH PT-2

TBC

AL. PROFILE - TO MATCH EXISTING AL. PROFILE - TO MATCH EXISTING AL. PROFILE - TO MATCH EXISTING AL. PROFILE - TO MATCH EXISTING AL. PROFILE - TO MATCH EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING

ALUMINUM - PAINT TO MATCH EXISTING ALUMINUM - PAINT TO MATCH EXISTING ALUMINUM - PAINT TO MATCH EXISTING ALUMINUM - PAINT TO MATCH EXISTING ALUMINUM - PAINT TO MATCH EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING

BOTTOM PANEL TO BE ALUMINUM, PAINT TO MATCH PT-2. VINYL APPLIED TO THE BOTTOM OF THE DOORS ALIGNED WITH THE TOP EDGE OF THE MULLIONS TO THE SIDE BOTTOM PANEL TO BE ALUMINUM, PAINT TO MATCH PT-2. VINYL APPLIED TO THE BOTTOM OF THE DOORS ALIGNED WITH THE TOP EDGE OF THE MULLIONS TO THE SIDE BOTTOM PANEL TO BE ALUMINUM, PAINT TO MATCH PT-2. VINYL APPLIED TO THE BOTTOM OF THE DOORS ALIGNED WITH THE TOP EDGE OF THE MULLIONS TO THE SIDE BOTTOM PANEL TO BE ALUMINUM, PAINT TO MATCH PT-2. VINYL APPLIED TO THE BOTTOM OF THE DOORS ALIGNED WITH THE TOP EDGE OF THE MULLIONS TO THE SIDE BOTTOM PANEL TO BE ALUMINUM, PAINT TO MATCH PT-2. VINYL APPLIED TO THE BOTTOM OF THE DOORS ALIGNED WITH THE TOP EDGE OF THE MULLIONS TO THE SIDE FRAME AND DOOR TO BE PAINTED PT-2 FRAME AND DOOR TO BE PAINTED PT-2 FRAME AND DOOR TO BE PAINTED PT-2 FRAME AND DOOR TO BE PAINTED PT-2 FRAME AND DOOR TO BE PAINTED PT-2 FRAME AND DOOR TO BE PAINTED PT-2

8'7"

12'3"

13'0"

12'3"

8'5"

TBC

12'3"

TBC

AS4

GLASS TBC

17'1"

12'3"

TBC

AS5

GLASS TBC

8'1"

12'3"

TBC

EX1 EX2 EX3 EX4 EX5 EX6

EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING

EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING

EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING

EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING

HW GROUP

1 2 3 4 5 6

DIMENSIONS NOT EXACT, TO BE VERIFIED IN FIELD ALUMINUM SYSTEM CONTRACTOR / SUPPLIER TO CONFIRM THST EXISTING DOORS AND ALUMINUM SYSTEMS ARE REUSABLE NOTIFY ARCHITECT FOR MEP FP SYSTEMS ALIGNMENT WITH EXISTING MULLIONS OF THE EXTERNAL GLAZING TO BE VERIFIED IN FIELD EXISTING SYSTEMS TO BE MODIFIED AS PER SCHEDULE. COORDINATE WITH DWG: A2-00 DOOR HEIGHT MULLIONS IN NEW ALUMINUM SYSTEMS TO ALIGN WITH THE MULLIONS OF THE EXISTING

PERMIT SET: 02.06.20

EAS2

MTL. EXISTING GLASS EXISTING GLASS EXISTING GLASS EXISTING GLASS EXISTING GLASS GLASS TBC

EX

SYSTEM No EAS1

EX

GENERAL NOTES - DOORS AND ALUMINUM SYSTEMS SCHEDULE

DOORS AND ALUMINUM SYSTEMS SCHEDULE

11 A9-10

EXISTING DOORS (EX1-EX4) 1/4" = 1'-0"

REFERENCING

/

FLOATING STEEL COUNTERTOP BRACKET. SEE DETAIL FLOOR PLAN

C

REVISIONS

SHEET NO:

A9-10

DOORS AND ALUMINUM SYSTEMS PERMIT SET

PROJECT NO: 19-029 2

3

4

GUARD POST SIDE ELEVATION 1/2" = 1'-0"

REFERENCING

/

EXTRUDED ALUMINUM Z REVEAL TRIM FRP PLYWOOD 5/8" PAINTED WITH PT-2

WALNUT FINISH LUMBER 1X3"

ALUMINUM ANGLE CLEAT 2" ALUMINUM ANGLE CLEAT 2" FRP PLYWOOD 5/8" PAINTED WITH PT-2

STAGGERED WALNUT SLATS ON PANEL TO ALLOW FOR CONCEALED JOINTS IN SUBSTRATE, TYP.

REVISION SCHEDULE NO. DATE

ISSUE DATE: 02.06.20 1

1 A9-03

SECTION 2 (1 of 2) 1/4" = 1'-0"

REFERENCING

Exist

WP-1

WP-1

Exist

WP-1

CP-1-1

CP-1-1

PACKAGE AREA

Exist

CP-2-1

CP-1-1

LVT-1-1

LVT-1-1

OFFICE 1

Exist NIC

PT-2

CP-2-1

PT-2

Exist

OFFICE 3 CP-2-1

VESTIBULE

1 A4-00

TOM NIEMEIER ARCHITECT

GENERAL NOTES - FINISH 1

2

FINISHES PLAN 1/8" = 1'-0"

REFERENCING

/

3 4

B

A-2004029796 THE SEAL(S) AND SIGNATURE(S) APPLY ONLY TO THE DOCUMENT TO WHICH THEY ARE AFFIXED, AND WE EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS, OR OTHER DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED FOR ANY PART OF PARTS OF THE PROJECT.

/

5 6 7 8 9 MAIL ROOM

FLOATING STEEL COUNTERTOP BRACKET. SEE DETAIL FLOOR PLAN

2X4" @16 O.C. STUDWALL

2.0

LEFT CORNER

MID PART STUD 2X4" EVERY 16"

6 A9-03

STIFFENER ANCHORED TO THE FLOOR SLAB AS REQUIRED

2X4" @16 O.C. STUDWALL

REVISIONS

GUARD POST

FRP PLYWOOD 5/8" PAINTED WITH PT-2

Guard Post Detail Plan 3" = 1'-0"

REFERENCING

PERMIT SET ISSUE DATE: 02.06.20

/

PROJECT NO: 19-029 2

3

4

EAS4

PT-2

AS4

SECTION 2 - (2 of 2) 1/4" = 1'-0"

REFERENCING

3

/

A6-00

SECTION 3 1/4" = 1'-0"

REFERENCING

WP-1

A9-03

RIGHT CORNER

PT-2

AS5

OFFICE WAITING

/

S-1

SHEET NO:

CORNER PIECE MITERED

WP-1

OFFICE WAITING

C

S-2

FEATURE WALL SEE DWG:A9-01

PT-1

P-1

OFFICE WAITING

OFFICE 3

15'-5"

SECURITY DESK

OFFICE 1

2"

2"

4 A6-00

14'-10" A6-00

SECTION 4 1/4" = 1'-0"

REFERENCING

NIC

MAIL ROOM

GUARD POST SEE DWG:A9-03

EX5

5

REVISION SCHEDULE NO. DATE

EAS2

EX2

A6-00

SECTION 5 1/4" = 1'-0"

REFERENCING 1.2 / A2-00

/

NIC

NO. DATE

5

P-1

PT-2

6 A6-00

SECTION 6 1/4" = 1'-0"

REFERENCING

EAS3

3

2 A4-00

1

2

3

SHEET NO:

A6-00

2

1

1 INTERIOR ELEVATIONS PERMIT SET ISSUE DATE: 02.06.20

KEY PLAN

/

PROJECT NO: 19-029 4

1 2

ALL FURNISHINGS DEPICTED ARE OWNER FURNISH, CON FURNITURE TO BE OWNER SUPPLIED, CONTRACTOR INST CONTRACTOR TO CONFIRM REQUIRED WORK AND SCHED

FINISHES PLAN - FURNITURE 1/8" = 1'-0"

REFERENCING

/

COLOR & MATERIAL LEGEND FINISH DESIGNATION

COL CODE TYPE OR

FINISH CARPET TILE CARPET TILE LAMINATE VINYL TILE WALL PAINT WALL PAINT WALLCOVERING

REVISIONS

2 4

GENERAL NOTES - FURNITU

OFFICE 3

PACKAGE AREA

6

AS5

NIC

OFFICE WAITING

OFFICE 1

ALL SURFACES SHALL BE PREPARED AS REQUIRED TO RE FINISH. EACH FINISH SUBCONTRACTOR SHALL INSPECT S RECEIVE FINISHES AND REPORT UNFAVORABLE CONDITIO SUBSTRATES TO THE GENERAL CONTRACTOR BEFORE P THE WORK. ALL INTERIOR DOOR FRAMES TO BE PAINTED TO MATCH A COLOR UNLESS OTHERWISE NOTED. ALL FLOORING TO BE INSTALLED PER THE MANUFACTURE GENERAL CONTRACTOR SHALL SUBMIT SAMPLES OF ALL ARCHITECT'S APPROVAL. REFER TO NEW WORK KEYED NOTES ON FLOOR PLANS F DEPICTED. FLOOR TRANSITIONS TO OCCUR AT THE CENTERLINE OF ALL DOOR & DOOR FRAMES TO BE PAINTED SEMI-GLOSS ALL WALLS TO BE PAINTED WITH AN EGGSHELL FINISH. ALL HORIZONTAL GYPSUM BOARD SURFACES (I.E. CEILING WITH FLAT FINISH. ALL HOLLOW METAL SURFACES TO BE PAINTED WITH SEM ALL WOOD SURFACES TO BE PAINTED WITH SEMI-GLOSS ALL WOOD BASE SURFACES TO BE PAINTED WITH SEMI-G FINISH ALL RESTROOM WALLS TO BE PAINTED WITH SEMI-GLOSS CORNER GUARDS TO BE PROVIDED AT ALL OUTSIDE COR PROVIDE LEVEL 5 FINISH ON WALLS TO RECEIVE SPECIAL WALL COVERINGS. ALL PAINTS TO BE ZERO OR LOW VOC. REFER TO DIVISIO NOTES SHEET A0-02 FOR MORE INFORMATION.

C

PT-2 OFFICE WAITING

13 14 15 16

LOBBY

SECURITY DESK

D EAS2

CONFERENCE

NIC

REVISION SCHEDULE

CONFERENCE

10 11 12

OFFICE 2 NIC

WP-1

D

1

Exist

WP-1

P-1

LOBBY

300 South Grand St. Louis, MO, 63103

1/4" = 1'-0"

SECURITY Exist DESK

P-1

Exist

LVT-1-1

LVT-1-1 PT-2

PT-2

02.06.2020

1.0

B

C:\Users\Anto\Documents\Grandview First floor Revit 2019_Anto.rvt 5/30/2020 7:35:08 PM

EAS3

GRANDVIEW APARTMENT HOMES

A9-10

2'-3"

12'-3" 8

/

PERMIT SET: 02.06.20

REFERENCING

EXTRUDED ALUMINUM Z REVEAL TRIM

2'-2"

1/4" = 1'-0"

Exist

P-1

3'-6"

EAS2

WP-1

LVT-1-1

CP-1-1

S-2

/

1'-4"

A9-10

Exist

Exist

S-1

Feature wall see DWG A9-01

300 South Grand St. Louis, MO, 63103

/

2'-3"

12'-3" 7

REFERENCING

REFERENCING

LOBBY

WP-1

PT-1

02.06.2020

TOM NIEMEIER ARCHITECT

A-2004029796 THE SEAL(S) AND SIGNATURE(S) APPLY ONLY TO THE DOCUMENT TO WHICH THEY ARE AFFIXED, AND WE EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS, OR OTHER DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED FOR ANY PART OF PARTS OF THE PROJECT.

/

GUARD POST FRONT ELEVATION 1/2" = 1'-0"

WP-1

#LC0648752

21 SECURITY A9-04 DESK

PT-2

GUARD POST SEE DWG:A9-03

GUARD POST AMD FEATURE WALL

5

/

WS-1

WP-1 FEATURE WALL SEE DWG:A9-01

FRP PLYWOOD 5/8" PAINTED WITH PT-2

C:\Users\Anto\Documents\Grandview First floor Revit 2019_Anto.rvt 5/30/2020 7:37:05 PM

1/4" = 1'-0"

GRANDVIEW APARTMENT HOMES

EAS1

2'-3"

12'-3" 2'-3"

12'-3" 6 A9-10

C

2 A9-03

WP-1

SECURITY DESK

OFFICE WAITING

PT-1 Exist

BUILDERS

4168 MANCHESTER ST. LOUIS, MO 63110 3 1 4 . 5 3 4 . 4 1 6 S-18 P H O N E S-2 314.534.2026 FAX WWW.SPACESTL.CO MISSOURI STATE CERT. M OF AUTHORITY

S-1

WP-1

DESIGNERS

PT-2

OFFICE 2 CP-2-1

LVT-1-1

REFER TO FINISH PLAN SHEET [A10.XX] FOR CLARIFICATIO LOCATIONS. 2 REFER TO ELEVATION SHEET [A5.XX] FOR CLARIFICATION LOCATIONS. 3 SOFFIT FACE/UNDERSIDE TO BE PAINTED [ ]. 4 WHERE FINISHES CHANGE AT DOORWAYS, THE JOINT BE MATERIALS SHALL BE LOCATED UNDERNEATH THE DOOR POSITION. 5 WHERE FINISHES CHANGE AT CASED OPENINGS, THE JOI FLOORING MATERIALS SHALL BE LOCATED ALONG THE CE CASED OPENING. 6 BULKHEADS TO BE PAINTED TO MATCH ADJACENT WALL C 7 PAINT ALL HOLLOW METAL DOOR FRAMES [ ], UNO. 8 PAINT ALL HANDRAILS AND STRINGERS [ ], UNO. 9 ALL WINDOW SILLS TO BE [ ], UNO. 10 [ ] TO BE USED WHERE [ ] TRANSITIONS TO [ ]. 11 WINDOW TREATMENT TO BE [ ] ON ALL [NORTH / SOUT WINDOWS, UNO. 12 [CUBICLE CURTAINS, TACK SURFACES] TO BE APPLIED WH [PLANS / ELEVATIONS / DETAILS]. 13 CORNER GUARDS TO BE [ ] UNO.

EX1

SEE SCHEDULE FOR BASE CONTINUED TO FEATURE WALL

GUARD POST DETAIL SECTION 1 1/2" = 1'-0"

1/4" = 1'-0"

#LC0648752

WALNUT FINISH LUMBER 1X3" THICK

2 1/2" 4

2'-2"

EX

FRP PLYWOOD 5/8" BACKING PAINTED WITH PT-2-1

3'-6"

EX

EX

SECTION 1 (1 of 2)

1'-4"

EX

B

A-2004029796 THE SEAL(S) AND SIGNATURE(S) APPLY ONLY TO THE DOCUMENT TO WHICH THEY ARE AFFIXED, AND WE EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS, OR OTHER DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED FOR ANY PART OF PARTS OF THE PROJECT.

12'-0"

13'-0" EX

A6-00

CP-2-1

CONFERENCE CP-2-1 PT-2

PT-2

© COPYRIGHT 2019 SPACE, LLC.

1

BUILDERS

FRP PLYWOOD 5/8" PAINTED WITH PT-2-1

4 3/4"

TOM NIEMEIER ARCHITECT

EXISTING / RECOVERED AL. SYSTEMS

DESIGNERS

4168 MANCHESTER ST. LOUIS, MO 63110 314.534.4168 PHONE 314.534.2026 FAX WWW.SPACESTL.CO MISSOURI STATE CERT. M OF AUTHORITY

STIFFENER BEYOND

SEE SCHEDULE FOR BASE

B

S P A C E

© COPYRIGHT 2019 SPACE, LLC.

WALNUT COUNTERTOP 1"

FRT DRYWALL 5/8" PT-2

/

CP-2-1 NIC

PT-1

ALUMINUM ANGLE CLEAT 2"

9'-3" - VERIFY IN FIELD

MAIL ROOM

NIC NIC

A

PACKAGE AREA FEATURE WALL DWG:A9-02

300 South Grand St. Louis, MO, 63103

1/4" = 1'-0"

PT-1

FRP PLYWOOD 5/8" PAINTED WITH PT-2

CONCEALED STEEL COUNTERTOP BRACKET FIXED TO THE STUD

BUILDERS

WP-1 AS2

LOBBY

C:\Users\Anto\Documents\Grandview First floor Revit 2019_Anto.rvt 5/30/2020 7:33:09 PM

5'-2" 2'-3"

2'-1"

DESIGNERS

WP-1 EAS1

A

QUARTZ LOOK SOLID SURFACE

GRANDVIEW APARTMENT HOMES

10'-0"

12'-3"

12'-3"

ARCHITECTS

7'-3" 2'-3"

2'-1"

2'-3"

2'-1"

AS1

5'-11"

4'-10"

S P A C E

#LC0648752

1 A9-10

PROVIDE WITH AN ELECTRICAL RECEPTACLE PLUG UNDER THE WORKTOP

WP-1

OFFICE WAITING

EAS5

EX4

2X4" @16 O.C. STUDWALL

© COPYRIGHT 2019 SPACE, LLC.

5'-2"

12'-3"

4'-10"

4'-10" 5'-2"

12'-3"

4'-10" 12'-3" 5'-2"

QUARTZ LOOK SOLID SURFACE TO WRAP CORNER END

PT-2

Feature wall see DWG A9-01

2X3" BLOCKING

A

1

PERMIT SET: 02.06.20

3'-11"

2'-2"

3'-11"

1'-5"

QUARTZ LOOK SOLID SURFACE. MITTERED CORNERS

8'-1"

5'-1"

3'-6"

EQ

1'-0"

EQ

4"

5'-1"

2'-2"

5'-1"

3'-6"

17'-1"

3'-2"

2'-7"

8'-5"

EQ

1'-0"

EQ

A

4"

EQ

EQ

2'-1"

EXTRUDED ALUMINUM Z REVEAL TRIM

13'-0"

8'-7" EQ

GENERAL NOTES - ROOM FIN

S-2

NEW AL. SYSTEMS

CP CP LVT PT PT WP

1 2 1 1 2 1

1 1 1 1 1 1

DESCRIPTION CARPET TILE CARPET TILE LVT PLANK PAINT PAINT WALLCOVERING

MANUFACTURER

COLOR NUMBER

TANDUS CENTIVA INTERFACE INTERFACE SHERWIN WILLIAMS SHERWIN WILLIAMS DL COUCH

COLOR NAME / DESCRIPTION

ASSERTIVE STRIA 04839

Lead Shot 26207, monolithic installation with pattern lines oriented east-west Custom layout of 5 modular tiles. Contact Jaclyn Davis at 314.660.2372 jaclyn.davis@interface.com Color A00704 Espresso. Install in north-south orientation Bungalow Beige. Designer will field verify before painting. Black Fox. Designer will field verify before painting. Versa Impact Tekku in Umbra. Install charcoal-colored corner guards on columns.

STUDIO SET LVT A007 SW7511/250-C2 SW7020/244-C7 ASR01-563

ROOM FINISH SCHEDULE D

ROOM NUMBER 1 2 3 4 5 6 7 8 9 10

ROOM NAME SECURITY DESK MAIL ROOM PACKAGE AREA LOBBY OFFICE 1 OFFICE 2 OFFICE 3 OFFICE WAITING CONFERENCE VESTIBULE

MATERIAL EXISTING EXISTING CP-1-1 EXISTING CP-2-1 CP-2-1 CP-2-1 LVT-1-1 CP-2-1 CP-1-1 1

FLOORING FINISH EXISTING EXISTING EXISTING -

BASE

CHARCOAL 4" RUBBER/VINYL CHARCOAL 4" RUBBER/VINYL CHARCOAL 4" RUBBER/VINYL CHARCOAL 4" RUBBER/VINYL CHARCOAL 4" RUBBER/VINYL CHARCOAL 4" RUBBER/VINYL CHARCOAL 4" RUBBER/VINYL CHARCOAL 4" RUBBER/VINYL CHARCOAL 4" RUBBER/VINYL CHARCOAL 4" RUBBER/VINYL

NORTH WP-1 PT-1 WP-1 PT-1 / WP-1 WP-1 PT-2 PT-2 PT-2 / WP-1 PT-2 -

WALLS

SOUTH PT-1 WP-1 PT-2 / WP-1 WP-1 PT-2 PT-2 PT-2 PT-2 -

EAST

WP-1 PT-1 WP-1 PT-1 / PT-2 WP-1 PT-2 PT-2 PT-2 2

WEST PT-2 PT-1 WP-1 WP-1 PT-2 PT-2 -

CEILING

MATERIAL EXISTING ACT AND GRILLS - NEW GRILLS EXISTING ACT AND GRILLS - NEW GRILLS EXISTING ACT AND GRILLS - NEW GRILLS EXISTING ACT AND GRILLS - NEW GRILLS EXISTING ACT AND GRILLS - NEW GRILLS EXISTING ACT AND GRILLS - NEW GRILLS EXISTING ACT AND GRILLS - NEW GRILLS EXISTING ACT AND GRILLS - NEW GRILLS EXISTING ACT AND GRILLS - NEW GRILLS -

FINISH

ACT REMAINS THE SAME - NEW GRILLS ARE PAINTED GREY TO MATCH EXISTING GRILLS ACT REMAINS THE SAME - NEW GRILLS ARE PAINTED GREY TO MATCH EXISTING GRILLS ACT REMAINS THE SAME - NEW GRILLS ARE PAINTED GREY TO MATCH EXISTING GRILLS ACT REMAINS THE SAME - NEW GRILLS ARE PAINTED GREY TO MATCH EXISTING GRILLS ACT REMAINS THE SAME - NEW GRILLS ARE PAINTED GREY TO MATCH EXISTING GRILLS ACT REMAINS THE SAME - NEW GRILLS ARE PAINTED GREY TO MATCH EXISTING GRILLS ACT REMAINS THE SAME - NEW GRILLS ARE PAINTED GREY TO MATCH EXISTING GRILLS ACT REMAINS THE SAME - NEW GRILLS ARE PAINTED GREY TO MATCH EXISTING GRILLS ACT REMAINS THE SAME - NEW GRILLS ARE PAINTED GREY TO MATCH EXISTING GRILLS 3

4


CUSTOM ELEMENTS FAMILY AND DETAILING

1

2

3

4

Z CLIPS AT THE BACK OF PLYWOOD

Existing Ceiling .

5'-0"

ALTERNATE FULL HT PIECES

A

8' NOMINAL HEIGHT

LIGHT FIXTURE TO BE CENTERED WITH THE MIDDLEPOINT OF THE FACING COLUMNS. COORDINATE JUNCTION BOX LOCATION & DEPTH W/ PANEL DEPTH. MODIFY PANEL AS REQUIRED FOR SURFACE MOUNT FIXTURE. SEE RCP, DWG A2-00. SEAM BETWEEN TOP AND BOT PANEL TO ALIGN WITH TIMBER EDGE

2

8' NOMINAL HEIGHT

A9-01

7'-0"

S P A C E

© COPYRIGHT 2019 SPACE, LLC.

7'-8"

ARCHITECTS

1/2" = 1'-0"

REFERENCING

DESIGNERS

BUILDERS

4168 MANCHESTER ST. LOUIS, MO 63110 314.534.4168 PHONE 314.534.2026 FAX WWW.SPACESTL.CO MISSOURI STATE CERT. M OF AUTHORITY

MAIN ENTRANCE SIGN /

#LC0648752

EXISTING CEILING

4"

. F.R.T. DRYWALL 5/8" PAINTED WITH PT-2

Finished Floor

COMBINED

1 A9-01

SIGN TO BE CENTERED BETWEEN THE FACING COLUMNS

FEATURE WALL ELEVATION 1/2" = 1'-0"

REFERENCING

FEATURE WALL TYPICAL PANELS

4

/

02.06.2020

1/2" = 1'-0"

A9-01

REFERENCING

F.R.T. BLOCKING 2X4" Z CLIP SYSTEM HEAVY DUTY HANGING SYSTEM COLOR TO MATCH PT-2.

TOM NIEMEIER ARCHITECT

A-2004029796 THE SEAL(S) AND SIGNATURE(S) APPLY ONLY TO THE DOCUMENT TO WHICH THEY ARE AFFIXED, AND WE EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS, OR OTHER DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED FOR ANY PART OF PARTS OF THE PROJECT.

/

STAGERED 2 LAYERS OF 3/8" PLYWOOD TO CREATE TOTAL PANEL LENGTH EXTRUDED ALUMINUM Z REVEAL TRIM

5/8" TYPE X PAINTED PT-2-1

C

PERMIT SET: 02.06.20

WALNUT LUMBER CAP 1" THICK

TIMBER BLOCKING 2X4" TYPICAL PANEL, PLYWOOD PAINTED PT-2 AND WALNUT FINISH TIMBER 1X3" AT THE FRONT

Z CLIP SYSTEM HEAVY DUTY HANGING SYSTEM

TIMBER BLOCKING 2X4" Z CLIP SYSTEM HEAVY DUTY HANGING SYSTEM COLOR TO MATCH PT-2

STAGERED 2 LAYERS OF 3/8" PLYWOOD TO CREATE TOTAL PANEL LENGTH

TYPICAL PANEL TYPE 2

C:\Users\Anto\Documents\Grandview First floor Revit 2019_Anto.rvt 5/30/2020 7:35:56 PM

SCRIBE WALNUT PIECE MITERED

5 A9-01

Z CLIP SYSTEM HEAVY DUTY HANGING SYSTEM COLOR TO MATCH PT-2

3" = 1'-0"

REFERENCING

FINISHED FLOOR

2X4"BLOCKING IN EXISTING STL. STUDS

STAGGERED WALNUT SLATS ON PANEL TO ALLOW FOR CONCEALED JOINTS IN SUBSTRATE, TYP.

FEATURE WALL DETAIL PLANS

SEE FINISH SCHEDULE FOR BASE

CORNER PANEL 3/4" x 2 1/4" WALNUT W/ 1/4" SPACING , TYP

REVISION SCHEDULE

.

MITERED WOOD PIECE PART OF THE SIDE CAP

3

/

A9-01

300 South Grand St. Louis, MO, 63103

B

GRANDVIEW APARTMENT HOMES

.

NO. DATE

REVISIONS

FEATURE WALL DETAIL TOP AND BOT SECTION 3" = 1'-0"

REFERENCING

/

D

SHEET NO:

A9-01

GUARD POST FEATURE WALL PERMIT SET ISSUE DATE: 02.06.20 PROJECT NO: 19-029 1

2

1

2

Existing Ceiling

3

4

3

4

Z CLIPS AT THE BACK. CONCEALED RAIL AFFIXED TO FULL HT. LAMINATED WALNUT.

.

SLAB LEVEL .

DEFLECTION TRACK

3 5/8" 16 GAUGE @ 48" O.C. STEEL KICKERS ANCHORED TO STRUCTURE. TO BE VERIFIED BY CONTRACTOR.

A

S P A C E

© COPYRIGHT 2019 SPACE, LLC.

Z CLIPS AT THE BACK 3 5/8" 16 GAUGE @ 16" O.C. ANCHORED TO STRUCTURE.TO BE VERIFIED BY CONTRACTOR.

ARCHITECTS

6'-0"

.

EQ

Z CLIP SYSTEM HEAVY DUTY HANGING SYSTEM COLOR TO MATCH PT-2. RAILING AND CLIPS CONCEALED BY WALNUT SLATS.

4" ± COORDINATE W/ ZCLIP DEPTH

BUILDERS

#LC0648752

TIMBER BLOCKING 2X4"

Finished Floor

DESIGNERS

4168 MANCHESTER ST. LOUIS, MO 63110 314.534.4168 PHONE 314.534.2026 FAX WWW.SPACESTL.CO MISSOURI STATE CERT. M OF AUTHORITY

EXISTING CEILING

TIMBER PAINTED PT-2

TYPE 1

TYPE 2

TYPICAL PANEL TYPE 1

13'-0" VERIFY IN FIELD 1 A9-02

PACKAGE AREA ELEVATION 1/2" = 1'-0"

REFERENCING

2

/

A9-02

2 LAYERS OF LAMINATE WALNUT ABOVE PANEL

TYPICAL PANEL TYPE 1

PACKAGE AREA PANELS 1/2" = 1'-0"

REFERENCING

6'-0" .

/

02.06.2020

WALNUT FINISH SILL

EQ

.

TOM NIEMEIER ARCHITECT

PLYWOOD 5/8"

B

PLAN VIEW

STAGERED 2 LAYERS OF 3/8" PLYWOOD TO CREATE TOTAL PANEL LENGTH

LOCKERS SIZE AND TYPE TBC

F.R.T. DRYWALL 5/8" PAINTED WITH PT-2-1

A-2004029796 THE SEAL(S) AND SIGNATURE(S) APPLY ONLY TO THE DOCUMENT TO WHICH THEY ARE AFFIXED, AND WE EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS, OR OTHER DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED FOR ANY PART OF PARTS OF THE PROJECT.

EXISTING CEILING

.

.

TYPICAL PANEL, PLYWOOD PAINTED PT-2 AND WALNUT FINISH TIMBER 1X3" AT THE FRONT

Z CLIP SYSTEM HEAVY DUTY HANGING SYSTEM COLOR TO MATCH PT-2

SEE FINISH SCHEDULE FOR BASE

S-2

4'-5"

2'-11"

3'-5"

LOCKERS SIZE AND TYPE TBC

TIMBER BLOCKING 2X6"

2'-0"

EXISTING CEILING

EXISTING CEILING 1'-0"

C

FINISHED FLOOR

.

.

PERMIT SET: 02.06.20

S-1

P-1

5

PENDANT LIGHTS 3/4" = 1'-0"

REFERENCING

4 A9-02

PACKAGE AREA DETAIL SECTION 3" = 1'-0"

REFERENCING

/

/

1

EXISTING CONCRETE COLUMN

MIDPOINT BETWEEN COLUMNS ASSUMED EXISTING FURING BUILD UP TO BE MODIFIED FOR NEW BLOCKING

C:\Users\Anto\Documents\Grandview First floor Revit 2019_Anto.rvt 5/30/2020 7:36:32 PM

F.R.T. BLOCKING FIXED TO CONCRETE COLUMN

F.R.T. BLOCKING FIXED TO CONCRETE COLUMN

WALL PARTITION 5B, SEE DWG: A2-00

5/8 DRYWALL PT-2 LOCKERS SIZE AND TYPE TBC

STIFFENER ANCHORED TO THE FLOOR SLAB AS REQUIRED

WALL PARTITION 5B, SEE DWG: A2-00

300 South Grand St. Louis, MO, 63103

WALL PARTITION 5B, SEE DWG: A2-00

ELEVATION

A9-02

GRANDVIEW APARTMENT HOMES

STIFFENER BEYOND P-1

REVISION SCHEDULE

1

NO. DATE

1

02.26.2020

REVISIONS

City Comments Update

D

SHEET NO: TYPICAL PANEL TYPE 1 ALUMINUM SYSTEM FIXED IN BLOCKING, SEE DWG A9-10 FOR SCHEDULE 3 A9-02

3 5/8" STEEL STUD SECURED TO BLOCKING

PROUD 1/4" ±

SCRIBE PIECE

F.R.T. BLOCKING 2X6"

PACKAGE AREA DETAIL PLAN 3" = 1'-0"

REFERENCING

A9-02

TYPICAL PANEL TYPE 2

FEATURE WALL-LT FIXTURE DET

Z CLIP SYSTEM HEAVY DUTY HANGING SYSTEM COLOR TO MATCH PT-2

STAGGERED WALNUT SLATS ON PANEL TO ALLOW FOR CONCEALED JOINTS IN SUBSTRATE, TYP.

PERMIT SET ISSUE DATE: 02.06.20

/

PROJECT NO: 19-029 1

2

3

4


LIBRARY CLIENT: University of Edinburgh STAGE: Design phase LOCATION: Edinburgh, United Kingdom YEAR: 2019 COMPANY: Lewis & Hickey Architects

In 2019 Lewis & Hickie won the competition to extend the main library on the University of Edinburgh campus. The existing building was built in 1967 and is an excellent listed example of the Scottish modernism. RESPONSIBILITIES: 1. Concept Design: In the first stage, I was assigned with the task to setup the Revit file from the existing 2D drawings. The resulting model was sent to our American collaborators, Shepley Bulfinch in Boston, and they developed the initial conceptual design. The initial proposal was presented to the History Environment of Scotland (HES), who is responsible for listed buildings in Scotland, and was rejected. My second assignment was to explore several solutions that would consider the feedback of HES, and meet the scope of our client. SOFTWARE USED: Revit, AutoCAD, SketchUp, Adobe Creative Suite.

FROM 2D CAD TO 3D BIM MODEL


ADDITIONAL SKILLS PARAMETRIC DESIGN - GRASSHOPPER IN RHINO

WORKING WITH 3D SCANS

5.10

5.9

5.8

5.7

5.11

5.15

5.14

5.13

5.12

5.17

5.16

5.18

5.19

5.20

5.21 5.22

5.6

5.23

3,64

5.5

5.24

4,1

7

4,9

5.4

2

5.25

8

3

4,9

9 ,9

5.3

8

8.1

5

8.2

5.2

6

8.3

5.1

5

8.4

6,18

4.10

14,7

0 5,4

4.9

8.5

2

7,2

8.6

7

4.8 8.7

5 9,5

4.7

3.7 3.8

4

4.6

3.6

1.1 A

B

3.5 1.2

4.2

7,1

3.4

2

1.3

98

4.3

8

5,

4.4

1

,9

3.9

4.1

4.5

13

3.3 1.4

3.2 1.5

3.1

6,50

3

1.6

2.9

2

2.8 2.1 2.7 2.6

2.2 2.5

2.4

2.3

1.7

C


RHINO ADVANCED MODELLING

3D PRINTING - CONCRETE PROTOTYPING


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