2021-04-19 - General and Architectural Revised Sheets.pdf

DN

AE301

1 2 3 4 5 6 7 8 9 10 11 12

A

B

C

AE404

AE403

B.6

M A

TC

H

L

IN

E M

A

TC

H L

IN

E

9' - 8" 45' - 3" 36' - 0" 30' - 0" 6' - 0" 14' - 0" 20' - 0" 14' - 0" 36' - 0" 36' - 0" 36' - 0"

4'

[No Parking Anytime]

[No Parking Anytime]

[No Parking Anytime]

[Level]

[Elevator]

[In case of Fire]

STAIR 1

ELEV

LOBBY

STAIR 2

273' - 3"

[Level, Elevator] -2

[Stairs]

AE301

282' - 11"

AE301

AE301

AE301

AE301

10 EQUAL SPACES @ 90' - 0" 13 EQUAL SPACES @ 117' - 0"

E

Q U

A L

S P

A C

E S

1'

24 EQUAL SPACES @ 216' - 0"

13 EQUAL SPACES @ 117' - 0"

16 EQUAL SPACES @ 144' - 0"

AE405

ELEV MECH

6 6

CONSTRUCTION PLAN GENERAL NOTES

CONSTRUCTION PLAN NOTES

1. PRECAST CONCRETE TRAFFIC BOLLARDS. RE: STRUCTURAL DRAWINGS

2. STEEL BOLLARD WITH ROUND CONCRETE WALL. RE: STRUCTURAL

DRAWINGS.

3. NEW WALL MOUNTED FIRE EXTINGUISHER. RE: LIFE SAFETY PLANS

4. TRAFFIC CABLE BARRIER. SEE STRUCTURAL

5. CONCRETE ISLAND. COORDINATE WITH CIVIL AND STRUCTURAL

6. FALL DETERRENT, RE: SHEET AE401 FOR DETAILS.

1 ALL DIMENSIONS SHOWN ARE TO FACE OF WALL FRAMING/ MASONRY

UNLESS NOTED OTHERWISE. DIMENSIONS DESIGNATES AS "CLR" OR "CLEAR"

INDICATE A CLEAR DIMENSION FROM FACE OF FINISH TO FACE OF FINISH.

2 KEYNOTES AND LEGENDS ARE TYPICAL FOR ALL FLOOR PLAN SHEETS,

INDIVIDUAL NOTES MAY NOT APPLY TO EACH SHEET.

3. REFERENCE STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL FOR

ITEMS. COORDINATE AS REQUIRED INCLUDING NECESSARY FRAMING,

BLOCKING, ETC.

4. VERIFY EXISTING FIELD CONDITIONS PRIOR TO BEGINNING WORK, AND

REPORT DISCREPANCIES IMMEDIATELY TO ARCHITECT FOR CLARIFICATION.

5. ALL HANDRAILS SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH

ALL REQUIREMENTS OF AMERICANS WITH DISABILITIES ACT GUIDELINES AND

ALL CODES AND REGULATIONS HAVING JURISDICTION, THE MOST STRINGENT

SHALL PREVAIL.

6. PROVIDE MINIMUM CLEARANCES AT ALL DOORS PER DETAILS.

7. CONTRACTOR TO MAINTAIN/REPAIR RATING OF EXISTING PARTITIONS AS

AFFECTED BY DEMOLITION/NEW CONSTRUCTION, TYPICAL THROUGHOUT

8. CONTRACTOR'S OPTION: CONTRACTOR SHALL CAREFULLY REMOVE, SALVAGE,

STORE, AND REINSTALL ALL CALL BOXES, FIRE ALARM DEVICES, SIGNAGE,

LIGHTS, FIRE EXTINGUISHERS, AND ALL OTHER SIMILAR DEVICES AT THE TOP

LEVEL OF THE EXISTING GARAGE, OR PROTECT THESE ITEMS IN PLACE

DURING CONSTRUCTION, SUCH THAT NO DAMAGE TO EXISTING TO REMAIN

ITEMS OCCURS. COORDINATE WITH ALL DISCIPLINE DRAWINGS FOR SUCH

DEVICES THAT MAY ALSO BE REMOVED AND REPLACED, OR MOVED TO A NEW

LOCATION. CONTRACTOR SHALL REPLACE WITH NEW ANY ITEMS WHICH ARE

DAMAGED DURING CONSTRUCTION, WHETHER OR NOT DAMAGE WAS DUE TO

CONTRACTOR ACTIVITY.

PLAN LEGEND

ROOM

NEW WALL

EXISTING WALL TO REMAIN

NEW DOOR101

DOOR TAG

EXISTING DOOR

101 ROOM TAG

1 PLAN NOTE

ALTERNATE/BID DEDUCT ITEM

PT-1 FINISH INDICATION

A STOREFRONT/WINDOW

T GLAZING

##-# SIGN TAG

MOUNTING TYPE

SIGN TYPE

STRIPING

(REFERS TO SHEETS AE101, AE102, AE103, AND AE104. NOT ALL NOTES

USED ON EVERY SHEET.)

LEVEL 4

EL 134'-0"

LEVEL 3

EL 122'-8"

LEVEL 2

EL 111'-4"

LEVEL 1

EL 100'-0"

ISOMETRIC KEY PLAN

SHADE INDICATES EXISTING GARAGE SOLID WHITE AREA INDICATES BASE BID GARAGE

AREA OF LEVEL 4 VERTICAL EXPANSION

PARKING SUMMARY

DESCRIPTION

LEVEL 1 EXISTING PLAN

LEVEL 2 EXISTING PLAN

LEVEL 3 EXISTING PLAN

LEVEL 1 HORIZONTAL EXPANSION

TOTAL (STANDARD SPACES)

LEVEL 2 HORIZONTAL EXPANSION

LEVEL 3 VERTICAL EXPANSION

LEVEL 4 VERTICAL EXPANSION

LEVEL 3 HORIZONTAL EXPANSION

TOTAL SPACES

TOTAL (ADA SPACES)

TOTAL (SPACES) PER LEVEL

LEVEL 4 ADD ALTERNATE A

LEVEL 4 ADD ALTERNATE B

LEVEL 4 ADD ALTERNATE C

TOTAL WITH ALL ADD ALTERNATES 591

TOTAL EXISTING SPACES 223 23 246

76 0

292 0

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

C U s e rs

\t s a n d e rs \D o c u m e n ts

\1

.1

.0

A

V

A C o lu m b ia v ts a n d e rs g u id o n d e s ig n .c o m

.r v t

/1

/2

:0

:5

P

M

AE105

LEVEL 4 -VERTICAL EXPANSION

FLOOR PLANGUIDON DESIGN

1221 N. PENNSYLVANIA ST. SUITE 200

INDIANAPOLIS, IN 46202

317-800-6388

STACEY PAUL

MES GROUP

550 NORTH REO STREET STE. 203

TAMPA, FLORIDA 33609

813-289-4700

LEE HILL

CORRECT PARKING SITE

DEFICIENCIES

COLUMBIA, SC

544-330

03/26/2021 AO TS

CONSTRUCTION

DOCUMENTS

SCALE: 3/32" = 1'-0"AE105

1 LEVEL 4 - FLOOR PLAN VERTICAL EXPANSION

SIGNAGE SCHEDULE

TYPE MARK 'TEXT' VA SIGN TYPE MOUNTING

SIGN

ELEVATION

(ON AS601) COMMENTS

[Clearance 8'-4"] Clearance 8'-4" PS-09: Clearance Height Bang Bar HANGING CRASH BAR 2

[Elevator] Elevator PS-06: Overhead wall-mounted indentification sign WALL MOUNTED 5

[Enter] Enter PS-08 24" Dimensional Letters, Entrance sign WALL MOUNTED 1

[Entrance] Entrance PS-08: 10" Dimensional letters, Entrance/occupancy sign WALL MOUNTED 1

[Exit, Park] -1 ↑ Exit ← Park PS-02.03: 15" - Long beam-mounted vehicular directional sign WALL MOUNTED 8

[Exit, Park] -2 → Exit → Park PS-02.03: 15" - Long beam-mounted vehicular directional sign WALL MOUNTED 8

[Exit, Park] -3 ← Exit ← Park PS-02.03: 15" - Long beam-mounted vehicular directional sign WALL MOUNTED 8

[Exit, Park] -4 ↑Exit ↑Park PS-02.03: 15" - Long beam-mounted vehicular directional sign WALL MOUNTED 8

[Exit, Park] -5 →Exit →Park PS-02.03: 15" - Long beam-mounted vehicular directional sign WALL MOUNTED 8

[Exit, Park] -6 ←Exit ←Park PS-02.03: 15" - Long beam-mounted vehicular directional sign WALL MOUNTED 8

[Exit] Exit PS-08: 10" Dimensional letters, Entrance/occupancy sign WALL MOUNTED 1

[Exit]-1 Exit PS-08 24" Dimensional Letters, Exit sign WALL MOUNTED 1

[In case of Fire] IN CASE OF FIRE, USE STAIRS. DO NOT USE ELEVATORS. IN-01.04: Wall mounted WALL MOUNTED 6

[Level, Elevator] Level 'X' ← Elevator PS-03.01: Small pedestrian and vehicle oriented sign WALL MOUNTED 11

[Level, Elevator] -2 Level 'X' → Elevator PS-03.01: Small pedestrian and vehicle oriented sign WALL MOUNTED 11

[Level] Level 'X' PS-03.01: Small pedestrian and vehicle oriented sign WALL MOUNTED 11

[Motorcycle Parking] -1 Reserved Motorcycle Parking PS-12.03: Parking Stall Designation WALL MOUNTED; POST MOUNTED WHERE NOT WALL MOUNT NOT POSSIBLE 3

[Motorcycle Parking] -2 Reserved Motorcycle Parking PS-12.03: Parking Stall Designation WALL MOUNTED; POST MOUNTED WHERE NOT WALL MOUNT NOT POSSIBLE 3

[No Parking Anytime] No Parking Anytime PS-12.03: Parking Stall Designation WALL MOUNTED; POST MOUNTED WHERE NOT WALL MOUNT NOT POSSIBLE 4

[Park] -1 ↑ Park PS-02.04: 15" - Short beam-mounted vehicular directional sign WALL MOUNTED 7

[Park] -2 → Park PS-02.04: 15" - Short beam-mounted vehicular directional sign WALL MOUNTED 7

[Room] Room 'X' IN-04.02: Secondary Room Identification (Small) WALL MOUNTED 9

[Stairs, Exit] -1 → Stairs ↑ Exit PS-02.03: 15" - Long beam-mounted vehicular directional sign WALL MOUNTED 8

[Stairs, Park] -1 → Stairs ↑ Park PS-02.03: 15" - Long beam-mounted vehicular directional sign WALL MOUNTED 8

[Stairs] Stairs PS-06: Overhead wall-mounted indentification sign WALL MOUNTED 5

[Stairs] -1 ← Stairs PS-02.04: 15" - Short beam-mounted vehicular directional sign WALL MOUNTED 7

[STOP] STOP Typical Street Traffic Stop Sign POST MOUNTED --

[Watch for Pedestrians] Watch for Pedestrians PS-04: Wall mounted warning sign WALL MOUNTED 10

N

Revisions: Date:

REVISION 1 - MODIFICATION OF 4TH FLOOR LOBBY AND ELEV. MACH. RM 2021/04/19

LEVEL 4

EL 134'-0"

LEVEL 3

EL 122'-8"

LEVEL 2

EL 111'-4"

LEVEL 1

EL 100'-0"

ISOMETRIC KEY PLAN

SHADE INDICATES EXISTING GARAGE

ADD ALT AREA 'A'

ADD ALT AREA 'B'

ADD ALT AREA 'C'

SOLID WHITE AREA INDICATES BASE BID GARAGE

GENERAL NOTES

1. REFERENCE SPECIFICATION SECTION 01 35 26 FOR ICRA REQUIRED TO BE

PERFORMED ON THIS PROJECT

2. REFERENCE SPECIFICATION SECTION 01 91 00 FOR COMMISSIONING

REQUIREMENTS FOR THIS PROJECT.

3. SOILS REPORT IS PROVIDED FOR INFORMATION ONLY. ANY

RECOMMENDATIONS IN REPORT ARE NOT CONTRACTUAL.

ADD ALTERNATE A: ADD THE PORTION OF THE GARAGE STRUCTURE BETWEEN GRID LINES 12-13 AND A-C ON LEVEL 4. THIS INCLUDES ALL NECESSARY APPURTENANCES (INCLUDING BUT NOT LIMITED TO: LIGHTING, DRAINAGE, SECURITY CAMERAS, FALL DETERRENT, EMERGENCY SYSTEMS) TO MAKE THE GARAGE COMPLETE WITHIN THIS AREA. THE BASE BID

GARAGE AREA IS SHOWN ON THE SHEET FOR CONTINUITY AND CONNECTION UNDERSTANDING ONLY. SEE ALT. AS SHOWN ON SHEETS (SF104A, AE150, FX103A, PP105A, EA104A) AND ALL ASSOCIATED DETAILS. CONTRACT TIME SHALL BE 7 CALENDAR DAYS FOR THIS ALTERNATE.

ADD ALTERNATE B: ADD THE PORTION OF THE GARAGE STRUCTURE BETWEEN GRID LINES 13-19 AND A-B ON LEVEL 4. THIS INCLUDES ALL NECESSARY APPURTENANCES (INCLUDING BUT NOT LIMITED TO: LIGHTING, DRAINAGE, SECURITY CAMERAS, FALL DETERRENT, RAILINGS, DOORS, CURTAIN WALL, EMERGENCY SYSTEMS) TO MAKE THE GARAGE COMPLETE WITHIN THIS AREA. THE BASE BID PLUS ADD ALTERNATE A GARAGE AREA IS SHOWN ON THE SHEET FOR CONTINUITY AND CONNECTION UNDERSTANDING ONLY.

SEE ALT. AS SHOWN ON SHEETS (SF105, AE151, FX103B, PP105B, EA104B) AND ALL ASSOCIATED DETAILS. CONTRACT TIME SHALL BE 14 CALENDAR DAYS FOR THIS ALTERNATE.

ADD ALTERNATE C: ADD THE PORTION OF THE GARAGE STRUCTURE BETWEEN GRID LINES 13-19 AND B-C ON LEVEL 4. THIS INCLUDES ALL NECESSARY APPURTENANCES (INCLUDING BUT NOT LIMITED TO: LIGHTING, DRAINAGE, SECURITY CAMERAS, FALL DETERRENT, EMERGENCY SYSTEMS) TO MAKE THE GARAGE COMPLETE WITHIN THIS AREA. THE BASE BID PLUS

ADD ALTERNATE A AND B GARAGE AREA IS SHOWN ON THE SHEET FOR CONTINUITY AND CONNECTION UNDERSTANDING ONLY. SEE ALT. AS SHOWN ON SHEETS (SF105A, AE152, PP105CD, EA104CD) AND ALL ASSOCIATED DETAILS. CONTRACT TIME SHALL BE 14 CALENDAR DAYS FOR THIS ALTERNATE.

ADD ALTERNATE D: ADD 4 STOP ELEVATOR IN STAIR TOWER 1 WHICH IS LOCATED BETWEEN GRID LINES 6 AND 8. THIS INCLUDES ALL NECESSARY APPURTENANCES (INCLUDING BUT NOT LIMITED TO: LIGHTING, DRAINAGE, SECURITY CAMERAS, FALL DETERRENT, EMERGENCY SYSTEMS, SIGNAGE AND WAYFINDING, HAND AND GUARDS RAILS) TO MAKE THE GARAGE COMPLETE WITHIN THIS AREA. THE BASE BID PLUS ADD ALTERNATE A, B AND C GARAGE AREA IS SHOWN ON THE SHEET FOR CONTINUITY AND CONNECTION UNDERSTANDING ONLY.

SEE ALT. AS SHOWN ON SHEETS (SF301, AE152, MM104, PP105CD, EA104CD) AND ALL ASSOCIATED DETAILS. CONTRACT TIME SHALL BE 28 CALENDAR DAYS FOR THIS ALTERNATE.

ADD ALTERNATE E: ADDITIONAL LANDSCAPE DESIGN AS SHOWN ON SHEET LP102 AND ALL ASSOCIATED DETAILS. CONTRACT TIME SHALL BE 7 CALENDAR DAYS FOR THIS ALTERNATE.

TOTAL CONSTRUCTION TIME SHALL BE EXTENDED TO A TOTAL OF 460 CALENDAR DAYS IF ALL ADD ALTERNATES ARE AWARDED.

STATEMENT OF BID ITEMS LEGEND

A

X

B

C

D

E

SEE GI105 FOR ADDITIONAL INFORMATION

ADD ALTERNATES

BASE BID WORK INCLUDES NECESSARY REMOVAL OF EXISTING STRUCTURE AND APPURTENANCES FOR GENERAL CONSTRUCTION, ALTERATIONS, ROADS, WALKS, GRADING, DRAINAGE, LABOR, MATERIAL, AND EQUIPMENT TO CONSTRUCT THE GARAGE STRUCTURE, ELECTRICAL AND IT EXTENSIONS, ELEVATORS, STAIRS, SIGNAGE AND CERTAIN OTHER ITEMS AS SHOWN IN THE CONSTRUCTION DOCUMENTS.

CONTRACTOR SHALL HAVE 90 CALENDAR DAYS FROM THE CONSTRUCTION NOTICE TO PROCEED TO SUBMIT AND RECEIVE APPROVALS OF ALL SUBMITTALS. ONCE APPROVALS ARE OBTAINED, THE CONTRACTOR WILL HAVE 120 CALENDAR DAYS TO CONSTRUCT THE VERTICAL EXPANSION. ONCE THE VERTICAL EXPANSION IS COMPLETED, THE CONTRACTOR WILL HAVE 180 CALENDAR DAYS TO COMPLETE THE HORIZONTAL EXPANSION AND ALL REMAINING WORK. SEE GI106, CC002, AND CC003 FOR FURTHER PHASING REQUIREMENTS FOR THIS PROJECT. THE TOTAL CONTRACT TIME FOR THE BASE BID IS 390

CALENDAR DAYS.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

C

U s e rs

\t s a n d e rs

\D o c u m e n ts \1

.1

.0

A

V

A C o lu m b ia v ts a n d e rs g u id o n d e s ig n .c o m

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/1

/2

:4

:5

P M

GI000

COVER SHEET

GUIDON DESIGN

1221 N. PENNSYLVANIA ST. SUITE 200

INDIANAPOLIS, IN 46202

317-800-6388

STACEY PAUL

MES GROUP

550 NORTH REO STREET STE. 203

TAMPA, FLORIDA 33609

813-289-4700

LEE HILL

CORRECT PARKING SITE

DEFICIENCIES

COLUMBIA, SC

544-330

03/26/2021 AO TS

CONSTRUCTION

DOCUMENTS

Sheet List

Sheet Number Sheet Name

GENERAL

GI000 COVER SHEET

GI101 CODE ANALYSIS

GI102 LIFE SAFETY PLANS

GI103 LIFE SAFETY PLANS

GI104 LIFE SAFETY PLANS - ADD ALTERNATES

GI105 ADD ALTERNATES

GI106 PHASING NOTES AND DIAGRAMS

CIVIL

CC001 GENERAL NOTES

CC002 PHASING PLAN - PHASE 1,2.3 AND 4

CC003 PHASING PLAN - PHASE 5

CD101 DEMOLITION PLAN

CS101 SITE PLAN

CS501 SITE DETAILS

CG101 GRADING PLAN

CU101 UTILITY PLAN

CU501 UTILITY DETAILS

CU502 UNDERGROUND STORMWATER BASIN DETAILS

CU503 UNDERGROUND STORMWATER BASIN DETAILS

CJ101 EROSION CONTROL PLAN

CJ102 SWPPP

CJ501 EROSION CONTROL DETAILS

LP101 LANDSCAPE PLAN - BASE BID

LP102 LANDSCAPE PLAN - ALT. E

LP501 LANDSCAPE DETAILS

STRUCTURE

SI001 STRUCTURAL ABBREVIATIONS AND SYMBOLS

SI002 GENERAL STRUCTURAL NOTES

SI003 LOAD MAPS

SB101 FOUNDATION PLAN

SB102 SLAB ON GRADE PLAN

SB501 FOUNDATION SECTIONS AND DETAILS

SF101 SECOND FLOOR FRAMING PLAN

SF102 LEVEL 3 WEST FRAMING PLAN

SF103 LEVEL 3 EAST FRAMING PLAN

SF104 LEVEL 4 WEST FRAMING PLAN

SF104A LEVEL 4 WEST FRAMING PLAN - ADD ALTERNATE A

SF105 LEVEL 4 EAST FRAMING PLAN-ADD ALTERNATE B

SF105A LEVEL 4 EAST FRAMING PLAN - ADD ALTERNATE C

SF301 BUILDING ELEVATIONS

SF301A BUILDING ELEVATIONS WITH ADD ALTERNATES

SF302 SHEAR WALL ELEVATIONS

SF303 PRECAST WALL ELEVATIONS

SF401 ENLARGED PLAN VIEWS

SF501 FRAMING SECTIONS AND DETAILS

SF502 FRAMING SECTIONS AND DETAILS

SF503 FRAMING SECTIONS AND DETAILS

SF504 FRAMING SECTIONS AND DETAILS

SF901 ISOMETRIC VIEWS

ARCHITECTURAL

AE001 ARCHITECTURAL ABBREVIATIONS

AE002 ARCHITECTURAL SYMBOLS AND GENERAL CONSTRUCTION NOTES

AD101 LEVEL 1 - DEMO PLAN

AD102 LEVEL 2 - DEMO PLAN

AD103 LEVEL 3 AND ROOF- DEMO PLAN

AE101 LEVEL 1 - HORIZONTAL EXPANSION FLOOR PLAN

AE102 LEVEL 2 - HORIZONTAL EXPANSION FLOOR PLAN

AE103 LEVEL 3 - VERTICAL EXPANSION FLOOR PLAN

AE104 LEVEL 3 - HORIZONTAL EXPANSION FLOOR PLAN

AE105 LEVEL 4 -VERTICAL EXPANSION FLOOR PLAN

AE150 LEVEL 4 - ADD ALTERNATE 'A'

AE151 LEVEL 4 - ADD ALTERNATE 'B'

AE152 LEVEL 4 - ADD ALTERNATE 'C' AND 'D'

AE201 ROOF PLAN AND DETAILS

AE301 EXTERIOR ELEVATIONS

AE401 WALL SECTION & DETAILS

AE402 STAIR 3 - ENLARGED PLANS AND SECTIONS

AE403 STAIR 1- ENLARGED PLANS AND SECTIONS

AE404 STAIR 2 - ENLARGED PLANS AND SECTIONS & STAIR DETAILS

AE405 STAIR 4 & 5 - ENLARGED PLANS AND SECTIONS

AE501 STOREFRONT ELEVATIONS & DOOR SCHEDULE

AE601 SIGNAGE SCHEDULE, STRIPING & DETAILS

AE602 STRIPING, WAYFINDING & INTERIOR ELEVATION

AP601 SIGN SCHEDULE & DETAILS - ARCHITECTURAL PARKING

AW501 WATERPROOFING DETAILS - STRUCTURAL

FIRE SUPPRESSION

FX001 FIRE NOTES AND LEGENDS

FX101 FIRE SUPPRESSION PLANS

FX102 FIRE SUPPRESSION PLANS

FX103A FIRE - ADD ALTERNATE - ADD ALTERNATE 'A'

FX103B FIRE - ADD ALTERNATE - ADD ALTERNATE 'B'

FX901 FIRE SUPPRESSION RISERS

PLUMBING

PI001 PLUMBING NOTES AND LEGEND

PP101 LEVEL 1 PLUMBING PLAN

PP102 LEVEL 2 PLUMBING PLAN

PP103 LEVEL 3 PLUMBING PLAN

PP104 LEVEL 3 PLUMBING PLAN

PP105 LEVEL 4 PLUMBING PLAN

PP105A PLUMBING - ADD ALTERNATE 'A'

PP105B PLUMBING - ADD ALTERNATE 'B'

PP105CD PLUMBING - ADD ALTERNATE 'C' AND 'D'

PP501 PLUMBING DETAILS

PP901 PLUMBING RISERS

PP902 PLUMBING RISERS

MECHANICAL

MM001 HVAC NOTES AND LEGEND

MM002 HVAC SCHEDULES AND DETAILS

MM101 LEVEL 1 HORIZONTAL EXPANSION - FLOOR PLAN

MM104 LEVEL 4 HORIZONTAL EXPANSION - FLOOR PLAN

ELECTRICAL

E001 ELECTRICAL NOTES AND LEGENDS

ED101 ELECTRICAL DEMOLITION SITE PLAN

ES101 ELECTRICAL NEW SITE PLAN

EL101 LEVEL 1 HORIZONTAL EXPANSION - FLOOR PLAN - LIGHTING

EL102 LEVEL 2 HORIZONTAL EXPANSION - FLOOR PLAN - LIGHTING

EL103A LEVEL 3 VERTICAL EXPANSION - FLOOR PLAN - LIGHTING

EL103B LEVEL 3 HORIZONTAL EXPANSION - FLOOR PLAN - LIGHTING

EL104 LEVEL 4 VERTICAL EXPANSION - FLOOR PLAN - LIGHTING

ELP104 LIGHTNING PROTECTION SYSTEM

EP101 LEVEL 1 - FLOOR PLAN - POWER & SPECIAL SYSTEMS

EP102 LEVEL 2 - FLOOR PLAN - POWER & SPECIAL SYSTEMS

EP103A LEVEL 3 - VERTICAL EXPANSION - POWER & SPECIAL SYSTEMS

EP103B LEVEL 3 - HORIZONTAL EXPANSION - POWER & SPECIAL SYSTEMS

EP104 LEVEL 4 - FLOOR PLAN VERTICAL EXPANSION POWER & SPECIAL

SYSTEMS

EE401 ELECTRICAL ENLARGEMENTS

EE402 ELECTRICAL ENLARGEMENTS

EA104A LEVEL 4 - ADD ALTERNATE 'A'

EA104B ADD ALTERNATE 'B'

EA104CD ADD ALTERNATE 'C' AND 'D'

E501 DETAILS

E502 DETAILS

E503 DETAILS

E601 RISER DIAGRAM, FIRE ALARM MATRIX AND LIGHTING FIXTURE

SCHEDULE

E701 PANEL SCHEDULES

LOCATION MAP

VICINITY MAP PROJECT SITE

WILLIAM JENNINGS BRYAN DORN VA MEDICAL CENTER

COLUMBIA, SOUTH CAROLINA

CORRECT PARKING SITE DEFICIENCIES

CONSTRUCTION DOCUMENTS

Contact:Contact: Contact: Contact:

STRUCTURAL

ENGINEER

GUIDON DESIGN INC.

Adam Ogrzewalla

Architect, AIA NCARB p: 317.800.6388 x 103 e: aogrzewalla@guidondesign.com

ARCHITECT

WJB DORN VAMC

Robert Price

General Engineer/COR

Engineering Service (138A)

WJB DORN VAMC

6439 Garners Ferry Road Columbia, SC 29209 p: 803.776.4000 x 7261 e: robert.price5@va.gov

OWNER

GUIDON DESIGN INC.

Stacey Paul

Project Manager, P.E.

1221 N. Pennsylvania Street Suite 200

Indianapolis, IN 46202 p: 317.800.6388 x 104 e: spaul@guidondesign.com

CIVIL ENGINEER

PROJECT MANAGER

MEP DESIGN TEAM

Phillip Moody

Operations Manager

MECHANICAL,

ELECTRICAL &

PLUMBING

550 North Reo Street Suite 203

Tampa, FL 33609 p: 813.331.5085 e: philip.moody@mesgroupinc.com

Contact:

GUIDON DESIGN INC.

Lauren Lai

Structural Engineer, P.E.

p: 317.800.6388 x 117 e: llai@guidondesign.com

1221 N. Pennsylvania Street Suite 200

Indianapolis, IN 46202

1221 N. Pennsylvania Street Suite 200

Indianapolis, IN 46202

David L. Omura Director/Chief Executive Officer

Jeffery A. Soots Associate Medical Center Director

Angela Scott Assistant Medical Center Director

Christopher Zell Chief of Engineering

Steve Crosby Project Section Chief

Assistant Chief of Engineering

David Bagley Maintenance Control Manager

Billie Thompson Patient Safety Manager

Lucy Austin Infection Control Manager

Michael Schausten Chief of Police and Security

Jeff Brown Director of Safety

Bob Price Jr.

COR

Revisions: Date:

LEVEL 1

100' - 0"

LEVEL 2

111' - 4"

LEVEL 3

122' - 8"

LEVEL 4

134' - 0"

12345678910111213141516171819

T.O. ROOF STAIR 1

155' - 6"

15.5

T.O. ROOF STAIR 3

141' - 0"

TYP

TYP

T.O. PARAPET STAIR 2

146' - 8"

AA

E

E

D

4'

106A

BR-1

BR-1

PC-1

BR-1

PC-1

PC-1 PC-1 PC-1

MSMS MSMSMSMS MS

PC-1PC-1 PC-1 PC-1

MSMSMSMSMS

PC-1PC-1

PC-1

PC-1

PC-1

PC-1

PC-1

PC-1

PC-1

TYP

TYP

PC-1

EQ

TYP.@3 PANELS

15' - 0" EQ8' - 6"

TYP.@2 PANELS

10' - 0" 9' - 6"

ALIGN REVEALS W/

PANELS TYPICAL

LEVEL 1

100' - 0"

LEVEL 2

111' - 4"

LEVEL 3

122' - 8"

LEVEL 4

134' - 0"

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 1915.5

TYP

PC-1

PC-1

PC-1

PC-1

PC-1

PC-1

PC-1 PC-1 PC-1

PC-1

PC-1

PC-1

PC-1

PC-1

PC-1

PC-1

PC-1

PC-1

PC-1PC-1PC-1PC-1PC-1

PC-1

MS MS

MS

MS

MS

MS

MS

MS MS MS MS MS MS

LEVEL 1

100' - 0"

LEVEL 2

111' - 4"

LEVEL 3

122' - 8"

LEVEL 4

134' - 0"

ABC B.6

Exit Entrance

PC-1

TYP

PC-1

MS

PC-1

PC-1 PC-1

MS

LEVEL 1

100' - 0"

LEVEL 2

111' - 4"

LEVEL 3

122' - 8"

LEVEL 4

134' - 0"

A B CB.6

C

C C

C C

B

TYP

PC-1 PC-1

MS MS

BR-1

PC-1

BR-1

BR-1

C C

EXTERIOR FINISH LEGENDSPECIFIC ELEVATION NOTES

NOTE

REFER TO CIVIL DRAWINGS FOR FINAL SLOPE OF GRADE.

SIGNAGE, RE: SHEET AE601 FOR MORE INFORMATION

BOLLARDS, RE: SHEET AE602 FOR MORE INFORMATION

1-1/2 PRECAST CONCRETE REVEAL TYP, RE: DETAIL 7/AE401

ALUMINUM DOWNSPOUT. COLOR TO MATCH BUILDING 106

RELOCATED LOUVER AND ALUMINUM FRAME. COLOR TO MATCH

BUILDING 106

FIRE EXTINGUISHER CABINET

DESCRIPTION

NOTE: ALL FINISHES TO BE PC-1 UNLESS OTHERWISE NOTED

PRECAST CONCRETE - COLOR WHITE

RE: STRUCTURAL

THIN SET BRICK

BRICK RED TO MATCH BLDG 106

DESCRIPTIONCODE

METAL SCREENING: VINYL COVERED WIRE MESH

2" X 2" SQUARE OPENING, COLOR TO MATCH

EXISTING

ALUMINUM CURTAIN WALL/STOREFRONT, RE: AE502#

PC-1

BR-1

MS

SOLDIER COURSE,

BRICK RED TO MATCH BLDG 106

EXTERIOR INSULATING FINISH

SYSTEM - COLOR WHITE

EIFS-1

CMU

PAINTED WHITE TO MATCH EIFS-1

CMU-11

LEVEL 4

134' - 0"

5 6 7 8

T.O. ROOF STAIR 1

155' - 6"

F

EIFS-1

CMU-1

LEVEL 4

134' - 0"

T.O. ROOF STAIR 3

141' - 0"

T.O. PARAPET STAIR 2

146' - 8"

H

403A

CMU-1

LEVEL 4

134' - 0"

T.O. ROOF STAIR 3

141' - 0"

T.O. PARAPET STAIR 2

146' - 8"

G

PC-1

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

C U s e rs

\t s a n d e rs \D o c u m e n ts

\1

.1

.0

A

V

A C o lu m b ia v ts a n d e rs g u id o n d e s ig n .c o m

.r v t

/1

/2

:0

:5

P

M

AE301

EXTERIOR ELEVATIONS

GUIDON DESIGN

1221 N. PENNSYLVANIA ST. SUITE 200

INDIANAPOLIS, IN 46202

317-800-6388

STACEY PAUL

MES GROUP

550 NORTH REO STREET STE. 203

TAMPA, FLORIDA 33609

813-289-4700

LEE HILL

CORRECT PARKING SITE

DEFICIENCIES

COLUMBIA, SC

544-330

03/26/2021 AO TS

CONSTRUCTION

DOCUMENTS

SCALE: 1/16" = 1'-0"AE301

4 NORTH ELEVATION - BASE BID ONLY

SCALE: 1/16" = 1'-0"AE301

1 SOUTH ELEVATION - BASE BID ONLY

SCALE: 1/16" = 1'-0"AE301

2 EAST ELEVATION - BASE BID ONLY

SCALE: 1/16" = 1'-0"AE301

3 WEST ELEVATION - BASE BID ONLY

SCALE: 1/16" = 1'-0"AE301

5 PARTIAL SOUTH ELEVATION

SCALE: 3/32" = 1'-0"AE301

6 PARTIAL WEST ELEVATION

SCALE: 3/32" = 1'-0"AE301

7 PARTIAL EAST ELEVATION

LEVEL 1

100' - 0"

LEVEL 2

111' - 4"

LEVEL 3

122' - 8"

LEVEL 4

134' - 0"

A

4'

6'

0"

4'

6'

0"

8'

FALL DETERRENT,

RE: ELEVATION

PRECAST SPANDREL,

RE: STRUCTURE

FALL DETERRENT,

RE: ELEVATION

PRECAST SPANDREL,

RE: STRUCTURE

PRECAST DOUBLE TEE,

RE: STRUCTURE

PRECAST DOUBLE TEE,

RE: STRUCTURE

AE401

TYP

AE401

TYP

AE401

TYP

3'

3'

5' - 0" MAX

6" R

E : W

A

LL

S E

C T

IO

N

S

/A S

6"

PRECAST SPANDREL

RE: STRUCTURAL

TUBE STEEL @ 5'-0" OC VERTICAL TYP.

RE: STRUCT

VINYL COVERED WIRE MESH 2" X 2"

SQUARE OPENING

1/8" x 2" ALUM. BAR BOTH SIDES

CLEAR ANODIC FINISH

ANGLE, RE: STRUCT

PRECAST SPANDREL

RE: STRUCTURAL

1" TYP

6" 6"EQ EQ EQ

1/4" Ø S.S. BOLT W/ NEOPRENE

WASHERS & ACORN NUT

3/AE401PRECAST SPANDREL

RE: STRUCTURAL

BASE PLATE FOR TUBE STEEL

RE: STRUCT

TUBE STEEL @ 5'-0" OC VERTICAL TYP

RE: STRUCT

VINYL COVERED WIRE MESH 2" X 2"

SQUARE OPENING

1/8" x 2" ALUM. BAR BOTH SIDES CLEAR ANODIC

FINISH

ANGLE, RE: STRUCT

EXPANSION ANCHOR

RE: STRUCT

2"4"1"

INFILL WITH NON-SHRINK GROUT WHERE REQUIRED

VINYL COVERED WIRE MESH 2" X 2"

SQUARE OPENING

TUBE STEEL @ 5'-0" O.C.

VERTICAL TYP, RE: STRUCT

1/8" x 2" ALUM. BAR BOTH SIDES

CLEAR ANODIC FINISH

6"

ANGLE, RE: STRUCT

3 1/8" 2" 3 1/8"

BOLTED CONNECTION WITH

NEOPRENE WASHERS

PRECAST SPANDREL

RE: STRUCTURAL

BASE PLATE FOR TUBE STEEL

RE: STRUCT

TUBE STEEL @ 5'-0" OC VERTICAL TYP

RE: STRUCT

VINYL COVERED WIRE MESH 2" X 2"

SQUARE OPENING

1/8" x 2" ALUM. BAR BOTH SIDES

CLEAR ANODIC FINISH

ANGLE, RE: STRUCT

STEEL PLATE WELDED TO TOP OF HSS, PAINT

RE: STRUCT

EXPANSION AHCOR

RE: STRUCT

6" M

A X

R E

: W A

LL

S

E C

T

IO

N

/A S

2"4"1"

PRECAST PANEL

RE: STRUCT.

1/2"

1/ 2"

1/

2"

1/ 2"

A R

E T

O C

E N

T E

R

LI

N E

O F

R E

V E

A L

D

IM

E N

S

IO

N S

O N

E

LE

V A

T

IO

N S

A R

E T

O C

E N

T E

R

LI

N E

O F

R E

V E

A L

D

IM

E N

S

IO

N S

O N

E

LE

V A

T

IO

N S

ANGLE, RE: STRUCT

VINYL COVERED WIRE MESH 2" X 2"

SQUARE OPENING

1/8" x 2" ALUM. BAR BOTH SIDES CLEAR ANODIC

FINISH

TUBE STEEL @ 5'-0" OC VERTICAL TYP.

RE: STRUCT

PRECAST SPANDREL

RE: STRUCTURAL

STEEL PLATE WELDED TO TOP OF HSS, PAINT

RE: STRUCT

2"4"

1/

8" M

A X

A

STOREFRONT SILL

PAN FLASHING

SHIM

BACKER ROD AND SEALANT, CONT.

DOUBLE LINE OF BACKER

ROD AND SEALANT, CONT

HEM FLASHING AT WALL FACE

SOLDIER COURSE @ PERIMITER

OF PANEL (SEE ELEV)

THIN BRICK, EMBEDDED IN PRECAST

PRECAST CONCRETE

SOLDIER COURSE

DOUBLE LINE OF BACKER

ROD AND SEALANT, CONT

STOREFRONT DOOR (SEE SCHEDULE)

A

REINSTALL EXISTING GLAZING

DOUBLE LINE OF BACKER ROD AND

SEALANT, CONT

SHIM

BACKER ROD AND SEALANT, CONT

EXISTING PRECAST TO REMAIN

STARTER ANGLE

THIN BRICK

MOUNTING AND DRAINAGE PLATE

FASTNER, PER MFR.

MORTAR

THIN BRICK, SOLDIER COURSE @

PERIMITER, SEE ELEV.

MORTAR

CHANNEL PLATE TERMINATION

FASTNER, PER MFR

EXISTING PRECAST TO REMAIN

PAN FLASHING

DOUBLE LINE OF BACKER ROD AND

SEALANT, CONT

REINSTALL EXISTING GLAZING UNIT

SHIM

BACKER ROD AND SEALANT, CONT

5' - 0" MAX

3/AE401

6"

EQEQEQ

6"

PRECAST SPANDREL

RE: STRUCTURAL

TUBE STEEL @ 5'-0" OC VERTICAL TYP.

RE: STRUCT

VINYL COVERED WIRE MESH 2" X 2"

SQUARE OPENING

1/8" x 2" ALUM. BAR BOTH SIDES

CLEAR ANODIC FINISH

ANGLE, RE: STRUCT

PRECAST SPANDREL

RE: STRUCTURAL

1/4" Ø S.S. BOLT W/ NEOPRENE

WASHERS & ACORN NUT

6"1" TYP.

6" R

E : W

A

LL

S E

C T

IO

N

S

/A S

6"

PROVIDE 1 1/2" EIFS BY

STOTHERM CI XPS OR

EQUAL. FINE

TEXTURED FINISH.

PROVIDE ALL

MANUFACTURER

RECOMMENDED

DETAILS AT TOP AND

BOTTOM

ALUM. DRIP EDGE

6" METAL STUDS

3/4" SHEATHING

WOOD BLOCKING AS

REQUIRED

EXTERIOR GYPSUM

SHEATHING. INSTALL

UP TO DECK ABOVE

OR TO 6" ABOVE ACT

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

C U s e rs

\t s a n d e rs \D o c u m e n ts

\1

.1

.0

A

V

A C o lu m b ia v ts a n d e rs g u id o n d e s ig n .c o m

.r v t

/1

/2

:0

:5

P

M

AE401

WALL SECTION & DETAILS

GUIDON DESIGN

1221 N. PENNSYLVANIA ST. SUITE 200

INDIANAPOLIS, IN 46202

317-800-6388

STACEY PAUL

MES GROUP

550 NORTH REO STREET STE. 203

TAMPA, FLORIDA 33609

813-289-4700

LEE HILL

CORRECT PARKING SITE

DEFICIENCIES

COLUMBIA, SC

544-330

03/26/2021 AO TS

CONSTRUCTION

DOCUMENTS

SCALE: 1/4" = 1'-0"AE401

1 WALL SECTION, TYP.

SCALE: 3/4" = 1'-0"AE401

2 FALL DETERRENT, TYP ELEV

SCALE: 1 1/2" = 1'-0"AE401

4 FALL DETERRENT, TYP - BOTTOM

SCALE: 3" = 1'-0"AE401

6 FALL DETERRENT, TYP

SCALE: 1 1/2" = 1'-0"AE401

10 FALL DETERRENT, TOP LEVEL - TOP

SCALE: 3" = 1'-0"AE401

7 TYPICAL PRECAST REVEAL DETAIL

SCALE: 1 1/2" = 1'-0"AE401

5 FALL DETERRENT, TYP - TOP

SCALE: 1 1/2" = 1'-0"AE401

8 THIN BRICK IN PRECAST

SCALE: 1 1/2" = 1'-0"AE401

9 THIN BRICK OVER EXISTING PRECAST

SCALE: 3/4" = 1'-0"AE401

3 FALL DETERRENT, TYP ELEV SLOPED

Revisions: Date:

REVISION 1 - MODIFICATION OF 4TH FLOOR LOBBY AND ELEV. MACH. RM 2021/04/19

SCALE: 1 1/2" = 1'-0"AE401

11 METAL STUD AND EIFS WALL DETAIL

UP

DN

LEVEL 1

100' - 0"

LEVEL 2

111' - 4"

LEVEL 3

122' - 8"

LEVEL 4

134' - 0"

T.O. ROOF STAIR 1

155' - 6"

E X

IS

T

IN

G

G A

R A

G E

V E

R T

IC

A

L E

X P

A N

S

IO

N T.O. ROOF STAIR 3

141' - 0"

STAIR 1

STAIR 1

STAIR 1

3'

4'

6'

0"

4'

6'

0"

4'

6'

0"

4'

3'

AE403

R

IS

E

R

R

IS

E

R

FG

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

AE404

TYP

AE403

5 6 7 8

A

ELEV MECH

STAIR 1

ELEV

AE403

4'

T

R E

A D

S

4'

PROVIDE 'FAUX MULLION' ALUMINUM BOX TO CLOSE

GAP BETWEEN STAIR LANDING AND STOREFRONT

FRAMING, AND ADD'L CONSTRUCT IN BETWEEN

STOREFRONT FRAMING AND GLAZING

AE404

SIM

AE403

5 6 7 8

A

LOBBY

ELEV

STAIR 1

AA

AE403

403A

1' - 0" 1' - 0" 18' - 0" 1' - 0" 1' - 0" 18' - 0" 1' - 0"1' - 0"

6' - 0" 14' - 0" 20' - 0"

42' - 0"

19' - 10"

/8

3'

/8

3'

2'

0"

9'

/8

9"

3' - 1 3/4" 3' - 8 1/2" 12' - 1 3/4" 10"

2'

1'

1'

4'

T

R E

A D

S

4'

/4

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

T

R E

A D

S

29' - 11 5/8" 1' - 0"

9' - 10 7/8"

1'

1'

/8

1'

9 5/8"

ELEV MECH

2 HR RATING

PROVIDE 'FAUX MULLION'

ALUMINUM BOX TO CLOSE GAP

BETWEEN STAIR LANDING AND

STOREFRONT FRAMING, AND

ADD'L CONSTRUCT IN BETWEEN

STOREFRONT FRAMING AND

GLAZING

AE404

SIM

M8.C1

M8.C1

M8.C1

M8.A1

M8.A1

STAIR PLAN AND SECTION GENERAL NOTES

ALL DIMENSIONS SHOWN ARE TO FACE OF CMU/MASONRY/STRUCTURAL

MATERIALS OR STRUCTURAL GRIDS UNLESS NOTED OTHERWISE. DIMENSIONS

DESIGNATES AS "CLR" OR "CLEAR" INDICATE A CLEAR DIMENSION FROM FACE

OF FINISH TO FACE OF FINISH.

VERIFY EXISTING FIELD CONDITIONS PRIOR TO BEGINNING WORK, AND

REPORT DISCREPANCIES IMMEDIATELY TO ARCHITECT FOR CLARIFICATION.

PROVIDE SEALANT AT ALL CONCRETE SLAB TO WALL INTERSECTIONS, SEE

DETAILS ON AW501.

WHERE NO DIMENSION IS INDICATED, FINISH DOORS 16" FROM EDGE OF

MASONRY AT CORNERS UNLESS OTHERWISE NOTED.

COLUMN DIMENSIONS ARE FOR REFERENCE. REFER TO STRUCTURAL

DRAWINGS FOR EXACT COLUMN LOCATIONS AND SIZES.

DIMENSIONS INDICATED AS 'VIF' MAY INCREASE OR DECREASE. ALL OTHER

DIMENSIONS WITHIN THE DIMENSION STRING MUST BE MAINTAINED.

REFERENCE CIVIL, STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL

FOR COORDINATION ITEMS. COORDINATE AS REQUIRED INCLUDING

NECESSARY FRAMING, BLOCKING, ETC.

ALL HANDRAILS AND GUARDRAILS SHALL BE FABRICATED AND INSTALLED IN

ACCORDANCE WITH ALL REQUIREMENTS OF AMERICANS WITH DISABILITIES

ACT GUIDELINES AND ALL CODES AND REGULATIONS HAVING JURISDICTION.

PROVIDE MINIMUM CLEARANCES AT ALL DOORS PER ADA REQUIREMENTS.

ALTERNATES ARE MORE FULLY DESCRIBED ON BID ALTERNATES SHEET.

SPECIFIC ALTERNATE NOTES ARE SHOWN FOR ADDED CLARITY.

SEE STRIPING/SIGNAGE ON ARCHITECTURAL PARKING SHEETS FOR DETAILS

AND DIMENSIONS OF PAINTED TRAFFIC MARKINGS.

A.

B.

C.

D.

E.

F.

G.

H.

I.

J.

K.

FLOOR PLAN/SECTION NOTES

1.

2.

3.

4.

5.

6.

7.

8.

9.

PRECAST CONCRETE TRAFFIC BOLLARDS. RE: STRUCTURAL DRAWINGS

STEEL BOLLARD WITH ROUND CONCRETE WALL. RE: STRUCTURAL DRAWINGS.

WALL MOUNTED FIRE EXTINGUISHER. RE: LIFESAFETY.

VINYL COVERED WIRE MESH FALL DETERRENT.

THIN SET BRICK VENEER APPLIED OVER PRECAST.

WALL MOUNTED SIGNAGE. RE: SIGNAGE SCHEDULE AND FLOOR PLANS

ALUMINUM DOWNSPOUT. COLOR TO MATCH BUILDING 106 DOWNSPOUTS

ELEVATOR SHALL BE MODIFIED AS NECESSARY TO EXTEND SERVICE 1

ADDITIONAL STOP.

8" LINEAR METAL CEILING PERFORATED METAL FINISH ON SUSPENDED TRACK

SYSTEM.

REFLECTED CEILING PLAN LEGEND

CEILING TYPE A: 2 HR RATED CEILING - (UL G557)

3/4" STRUCTURAL CEMENT-FIBER UNITS,

800S162-68 JOISTS @ 24 O.C.,

3 5/8" BATT INSULATION,

1/2" RESILIENT CHANNELS @ 12" O.C.,

2 LAYERS 5/8" SHEETROCK FIRECODE C CORE GYP PANELS, FACE

LAYER JOINTS FINISHED.

CEILING TYPE B: 8" LINEAR METAL CEILING PERFORATED METAL FINISH

ON SUSPENDED TRACK SYSTEM.

AE403

7 8

A

STAIR 1

ELEV

AE403

AE403

7 8

A

STAIR 1

ELEV

AE403

TEMPORARY

CHAINLINK

FENCE PROVIDED

FOR PHASE 2,

AND REMOVED

FOR PHASE 5

PROVIDE 'FAUX MULLION'

ALUMINUM BOX TO CLOSE

GAP BETWEEN STAIR

LANDING AND

STOREFRONT FRAMING,

AND ADD'L CONSTRUCT IN

BETWEEN STOREFRONT

FRAMING AND GLAZING

AE404

SIM

LEVEL 1

100' - 0"

LEVEL 2

111' - 4"

LEVEL 3

122' - 8"

LEVEL 4

134' - 0"

AE403

A

T.O. ROOF STAIR 1

155' - 6"

T.O. ROOF STAIR 3

141' - 0"

2'

3/ 4"

6'

5'

6'

5'

6'

5'

6'

2'

AE401

R

IS

E

R

8"

R

IS

E R

8"

7'

A

3'

5' - 2" 9 TREADS @ 8' - 3" 4' - 3"

AE401

Sim

AE401

Sim

AE404

TYP

AE201

TEMPORARY

CHAINLINK FENCE

PROVIDED FOR PHASE

2, AND REMOVED FOR

PHASE 5

AE401

5 6 7 8

A

B 8' - 6"

ELEV

ELEV

LOBBY

STAIR 1

A 8' - 6"

AE403

Sim

ELEV MECH

2 HOUR RATED CEILING PER UL G557

3/4" STRUCTURAL CEMENT-FIBER UNITS,

800S162-68 JOISTS @ 24"O.C.,

3 5/8" BATT INSULATION,

1/2" RESILIENT CHANNELS @ 12" O.C.,

2 LAYERS 5/8" SHEETROCK FIRECODE C CORE GYP

PANELS,

FACE LAYER JOINTS FINISHED

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

C U s e rs

\t s a n d e rs \D o c u m e n ts

\1

.1

.0

A

V

A C o lu m b ia v ts a n d e rs g u id o n d e s ig n .c o m

.r v t

/1

/2

:0

:0

P

M

AE403

STAIR 1- ENLARGED PLANS AND

SECTIONSGUIDON DESIGN

1221 N. PENNSYLVANIA ST. SUITE 200

INDIANAPOLIS, IN 46202

317-800-6388

STACEY PAUL

MES GROUP

550 NORTH REO STREET STE. 203

TAMPA, FLORIDA 33609

813-289-4700

LEE HILL

CORRECT PARKING SITE

DEFICIENCIES

COLUMBIA, SC

544-330

03/26/2021 AO TS

CONSTRUCTION

DOCUMENTS

SCALE: 1/4" = 1'-0"AE403

1 SECTION AT STAIR 1

SCALE: 1/4" = 1'-0"AE403

2 ENLARGED PLAN @ STAIR 1 - LEVEL 3

SCALE: 1/4" = 1'-0"AE403

3 ENLARGED PLAN @ STAIR 1 - LEVEL 4

SCALE: 1/4" = 1'-0"AE403

5 ENLARGED PLAN @ STAIR 1 - LEVEL 1

SCALE: 1/4" = 1'-0"AE403

6 ENLARGED PLAN @ STAIR 1 - LEVEL 2

SCALE: 1/4" = 1'-0"AE403

4 SECTION AT STAIR 1

SCALE: 1/4" = 1'-0"AE403

7 ENLARGED 4TH FLOOR REFLECTED CEILING PLAN

SCALE: 1" = 1'-0"AE403

8 2 HR RATED CEILING DETAIL