05Drawings Architectural.pdf

EXISTING CORRIDOR

EXISTING

BUILDING 23

NEW ELEVATOR

TOWER & STAIR

DN

G R

A V

E S

S T

R E

E T

1 2

3DN DN DN

DN

DN

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T E

M P

O R

A R

Y C

O R

R

ID

O R

TEMPORARY CONNECTING CORRIDOR, REF SHEET AE-413

NEW ENTRY PLAZA W/ SEATING AREA

NEW CONCRETE RAMP, REF SHEET AE-101 & AE-111

NEW CONCRETE STAIR, REF SHEET AE-101 & AE-111

SPLASH BLOCK @ DOWNSPOUT

EXISTING SIGNAGE TO BE GIVEN RIGHT OF FIRST REFUSAL

DURING DEMOLITION

BUILDING PROTECTION / SEATING

EXISTING UTILITY VAULT TO REMAIN

NEW RETAINING WALL, REF CIVIL

PROPOSED RELOCATION OF EXISTING DUMPSTER / DISPOSAL

UNIT, REF SHEET AE-413

EXISTING INFILTRATION TRENCH

SITE PLAN KEYNOTE LEGEND

FIRE ACCESS ROUTE

SITE PLAN LEGEND

ARCHITECTURAL SCOPE BOUNDARY

EXISTING BUILDING

NEW BUILDING

EXISTING LIGHT POLE

FIRE ACCESS ROUTE

25'-0" SECURITY SETBACK

EXISTING HYDRANT

PROPOSED CONSTRUCTION STAGING AREA

th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing # of

VA Health Care System Approval:

Brad Petrovic, Project Manager Gary Drikow, Chief of Design and Construction Kevin Knight, Contracting Officer

Revision: Date:

ARCHITECT:

U.S. Department of Veteran Affairs

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

MO ARCH REG. NO. 2012034754, EXP. 12/31/2020

MO ENGR REG. NO. 2014031351, EXP. 12/31/2020

STRUCTURAL /

CIVIL ENGINEER

IMEG CORP.

15 SUNNEN DR., SUITE 104

ST. LOUIS, MO 63143

(314) 645-1132

MECHANICAL / ELECTRICAL /

PLUMBING / TECHNICAL ENGINEER

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(405) 842-6100

ELEVATOR CONSULTANT

KENNETH H. LEMP ELEVATOR

CONSULTANT, INC.

211 3RD STREET

VALLEY PARK, MO 63088

(636) 861-2722

ENVIRONMENTAL

ENGINEER

RIVER FRONT SAFETY & HEALTH, LC

1139 OLIVE STREET, SUITE 300

ST. LOUIS, MO 63101

(314) 436-9192

BUILDING 23

AREA OF

WORK

N

F U

L L

Y S

P R

IN

K

L E

R E

D

/2

/2

:2

:4

A

M

23-AS-101

ARCHITECTURAL SITE PLAN

BHR

33 101

AM/JP

BID DOCUMENTS

CREATE ELEVATOR TOWER &

STAIRWELL, BUILDING 23

1/22/2021

657-19-128JB

JEFFERSON BARRACKS

1 JEFFERSON BARRACKS DRIVE - ST. LOUIS, MO 63125

N

1/16" = 1'-0"

ARCHITECTURAL SITE PLAN

jet Image

DN

FD

DESCRIPTION

LIFE SAFETY LEGEND

SYMBOL

PATH OF EGRESS IDENTIFIER

1/2-HOUR RATED FIRE BARRIER

1-HOUR RATED FIRE BARRIER

2-HOUR RATED FIRE BARRIER

1-HOUR RATED FIRE/SMOKE BARRIER

2-HOUR RATED FIRE/SMOKE BARRIER

A

FEC

ADA

OCCUPANT LOAD PER SPACE

CUMULATIVE OCCUPANT LOAD

AREA OUTSIDE LIMITS OF WORK

ADA PUSH BUTTON FOR POWER-ASSISTED DOOR OPERATOR

FIRE EXTINGUISHER CABINET

D

ACTUAL CLEAR WIDTH

REQUIRED CLEAR WIDTH

ACTUAL EGRESS

MAXIMUM EGRESS CAPACITY

EGRESS COMPONENT

(D)DOOR (S)STAIRWAY

EGRESS CAPACITY TAG

OCCUPANCY USE LEGEND

HATCH DESCRIPTION

INDUSTRIAL

100 SF/PERSON, GROSS

USE

I

BUSINESS

150 SF/PERSON, GROSS

B

STORAGE

500 SF/PERSON, GROSS

S

NFPA 101-2018 EDITION

BUILDING HEIGHT: 2 STORIES, 29'-0" HEIGHT

BUILDING AREA LIMITATION: 46,500 S.F. PER FLOOR

(2018 IBC TABLE 503)

• FLOOR 00 1,425 SF NEW

10,370 SF EXISTING

11,795 SF TOTAL

• FLOOR 01 446 SF NEW

10,540 SF EXISTING

10,986 SF TOTAL

TOTAL AREA 22,781 SF

BUILDING IS EQUIPPED WITH A FULLY AUTOMATIC FIRE SPRINKLER

SYSTEM THROUGHOUT - TO MEET NFPA 13 REQUIREMENTS

CONSTRUCTION TYPE PER TABLE A.8.2.1.2: TYPE II (000) ASSUMED

[2018 IBC TABLE 6A - TYPE II (B) ASSUMED]

FIRE RESISTANCE RATINGS (NFPA 220 TABLE 4.1.1):

• COLUMN: 0 HR

• BEAMS, GIRDERS, TRUSSES: 0 HR

• FLOOR/CEILING ASSEMBLIES: 0 HR

• ROOF/CEILING ASSEMBLIES: 0 HR

• EXTERIOR NON-BEARING WALLS: 1 HR (>10' FROM ADJ. BLDG.)

• INTERIOR NON-BEARING WALLS: 0 HR

FIRE-RESISTIVE REQUIREMENTS:

• NON COMBUSTIBLE MATERIALS FOR STRUCTURAL FRAME, FLOORS,

ROOF DECK, EXTERIOR NON-BEARING WALLS, INTERIOR NON-

BEARING WALLS (U.N.O. AT EXTERIOR)

CHAPTER 39: EXISTING BUSINESS OCCUPANCIES

CHAPTER 40: INDUSTRIAL OCCUPANCIES

OCCUPANT LOADS (TABLE 7.3.1.2):

• BUSINESS USE = 150 SF/PERSON

• BUSINESS USE (CONCENTRATED) = 50 SF/PERSON

• COLLABORATION ROOMS <450 SF = 30 SF/PERSON

• COLLABORATION ROOMS >450 SF = 15 SF/PERSON

• INDUSTRIAL USE, GENERAL & HIGH HAZARD = 100 SF/PERSON

• STORAGE USE - 500 SF/PERSON

FLOOR 00

EXISTING INDUSTRIAL OCCUPANCY 10,540 SF/100 SF = 106 OCC.

EXISTINTING BUSINESS OCCUPANCY 3,074 SF/150 SF = 20 OCC.

TOTAL OCCUPANT LOAD 126 OCCUPANTS

FLOOR 01

EXISTING WORKROOM 199 851 SF/50 SF = 18 OCC.

EXISTING RECEPTION AREA 98 139 SF/50 SF = 3 OCC.

EXISTING CONFERENCE ROOM 125 221 SF/30 SF = 8 OCC.

EXISTING BUSINESS OCCUPANCY 6,789 SF/150 SF = 46 OCC.

EXISTING INDUSTRIAL OCCUPANCY 2,370 SF/100 SF = 24 OCC.

TOTAL OCCUPANT LOAD 99 OCCUPANTS

SHAFTS (3 STORIES OR LESS) - MINIMUM 1-HOUR RATING [8.6.5 (2)]

SHAFTS (4 STORIES OR MORE) - MINIMUM 2-HOUR RATING [8.6.5 (2)]

DEAD END CORRIDOR MAXIMUM DISTANCE: 50' (39.2.5.2/40.2.5.1)

MAXIMUM COMMON PATH OF TRAVEL: 100' (39.2.5.3.1/40.2.5.1)

MAXIMUM TRAVEL DISTANCE: 250' (40.2.6.1)

CORRIDOR MINIMUM FIRE RATING: 0 HR (39.3.6/40.3.6)

ALL EXIT DOORS PROVIDED ARE 36" LEAF MINIMUM YIELDING 34" CLEAR

EXIT WIDTH .

• 0.15"/PERSON (IBC 1005.3.2, EXCEPTION 1) ALLOWS 226 OCCUPANT

LOAD PER DOOR MAX.

PROTECTED AREAS:

• STORAGE ROOMS/CLEAN/SOILED - REQUIRED BY VA FIRE

PROTECTION DESIGN MANUAL 3.1.A & PER NFPA 101: 20.3.2.1. &

8.7.1.1, SMOKE PARTITIONS WITH SPRINKLER PROTECTION,

PROVIDED.

• MEDICAL RECORDS STORAGE - 1 HR PER VA FIRE PROTECTION

DESIGN MANUAL SECTION 3.1.B.

SMOKE COMPARTMENTALIZATION:

• NOT REQUIRED / NOT PROVIDED PER NFPA 39.3.7

FIRE ALARM SYSTEM:

• REQUIRED/PROVIDED

1040 SF

LOBBY

95 SF

EQUIPMENT

ELEVATOR

BUILDING 23

(EXISTING BUSINESS/INDUSTRIAL

OCCUPANCIES, NFPA 101 CH. 39/40)

169' TRAVEL DISTANCE

' T

R A

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L D

IS

T

A N

C E

C

O M

M O

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A T

H O

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V E

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205 SF

UTILITY

193 SF

ELEVATOR

LOBBY

DN

DN

D

D

BREAK RM. /

STORAGE

G23

CARPENTER

SHOP

G26

CARPENTER

SHOP OFFICE/

KEY PICK-UP

G25

LOCKER, MALE

G15

TOILET / SHOWER

G16

STORAGE

G14

STAIRWELL NO. 1

CORRIDOR

H001

TOILET, MEN

G12

STORAGE

G13

LOCKER, MALE

G11 CARPENTER

STORAGE

G10

CHARGING

STATION

G07

STORAGE

G08

LOCK SHOP

G09

KEY SHOP

G09A

BREAK RM.

G04

STORAGE

G05

OFFICE

G01A

ELEC RM.

G01

MECH. RM.

G02

ELEC RM.

G03

CORRIDOR

H002

CORRIDOR

H003

BATTERY

STORAGE

G13C

TRASH RM.

G13B

WASH RM.

G13A

STAIRWELL NO. 2

S2

MECH. RM.

G17

CORRIDOR

H000

CLOSET

H002A

FEC

ICRA BARRIER, 1-HOUR WALL TO

REMAIN THROUGHOUT CONSTRUCTION

ICRA PASSAGE / CONSTRUCTION

ACCESS, 1-HOUR WALL & 45 MIN DOOR

UP

DNDND

N

DN

CLEAR

8'-0"

EXISTING

UTILITIES

VAULT

LOADING

DOCK

ICRA BARRIER, 1-HOUR WALL TO

REMAIN THROUGHOUT REMEDIATION

STAIR (001)

9"

9" 3/4"

9"

1/ 2"

3/ 4"

3/ 8" 3/

4" 3/

4"

5/8" 3/4"

LEVEL 1

Keep Door Closed

NOTE: SIGN COPY IS FOR EXAMPLE ONLY.

FINAL COPY TO BE COORDINATED BY VA.

1. THE ICRA DESIGNATION FOR THIS PROJECT IS CONSTRUCTION TYPE 'D' &

LEVEL 'III' CLASS OF PRECAUTION OF INFECTION CONTROL ACTIVITIES. HARD

SURFACE BARRIERS SHALL BE USED.

2. WITH REGARD FOR REMEDIATION REQUIREMENTS, AN ENTRY VESTIBULE FOR

CLOTHING CHANGES TO TYVEK SUITS SHALL BE PROVIDED ADJACENT TO THE

HARD SURFACE BARRIER OR ENTRY VESTIBULE. UPON COMPLETION OF THE

CONSTRUCTION PHASE, DUST BARRIERS SHALL BE REMOVED CAREFULLY TO

MINIMIZE SPREADING OF DUST AND THE CONTRACTOR SHALL TEMPORARY

DUST PROTECTION IN PLACE BEFORE REMOVAL OF THE HARD SURFACE

BARRIERS. A DWYER GAUGE SHALL BE USED AT THE CONSTRUCTION ENTRY

TO VALIDATE NEGATIVE AIR FLOWS. AFTER EACH PHASE, PERFORM TASKS

STATED IN NOTE 11.

3. TRAFFIC CONTROL: CONTRACTOR SHALL PROVIDE STICKY MATS AT PLASTIC

BARRIER ENTRANCES OR CONSTRUCTION ENTRY VESTIBULE AND CHANGE

DAILY OR MORE OFTEN AS NEEDED TO PREVENT THE SPREAD OF DUST AND

DEBRIS INTO ADJACENT CLEAN SPACE. ANY DUST TRACKED OUTSIDE OF THE

CONSTRUCTION ENTRY SHALL BE IMMEDIATELY CLEANED. EGRESS PATHS

SHALL BE FREE OF DEBRIS AND COR SHALL DESIGNATE ELEVATORS FOR USE

DURING APPROVED WORKING HOURS. ONLY AUTHORIZED PERSONNEL SHALL

BE ALLOWED TO ENTER THE CONSTRUCTION AREA. SIGNAGE SHALL DIRECT

PEDESTRIAN TRAFFIC AWAY FROM THE CONSTRUCTION AREA AND

MATERIALS. REFER SECURITY INFORMATION FOR ALTERNATE ACCESS

REQUIREMENTS.

4. MATERIAL TRANSPORT: CONTRACTOR SHALL USE ISOLATION CARTS TO

TRANSFER CONSTRUCTION MATERIAL IN AND OUT OF THE CONSTRUCTION

AREA. A CLEAN CART SHALL BE USED FOR TRANSPORTING MATERIAL TO THE

CONSTRUCTION AREA. CARTS ARE TO BE CLEANED AND COVERED BEFORE

LEAVING THE CONSTRUCTION AREA.

5. DEMOLITION DEBRIS: DEBRIS SHALL BE REMOVED IN CARTS WITH TIGHTLY

FITTED COVERS. DEBRIS TRANSPORT TRAFFIC ROUTES SHALL BE

ESTABLISHED TO MINIMIZE USE OF ELEVATORS. TRANSPORT OF DEBRIS WILL

OCCUR DURING THE LOWEST PERIOD OF ACTIVITY IN THE ADJACENT UNIT.

DEBRIS SHALL BE REMOVED DAILY AND AT TIMES SPECIFIED BY THE COR.

6. AIR SYSTEM FLOW: THE COR SHALL VERIFY AND NOTIFY THE CONTRACTOR

WHETHER THE CONSTRUCTION AREA USES FRESH/OUTSIDE OR RE-

CIRCULATED AIR. FILTERS SHALL BE ADDED OR RETURN VENTS COVERED

WITH FILTER MATERIAL OR PLASTIC. AIR MUST FLOW FROM CLEAN TO DIRTY

AREAS.

7. NEGATIVE AIR PRESSURE: THE AIRE WITHIN THE CONSTRUCTION AREA SHALL

BE NEGATIVE WITH RESPECT TO SURROUNDING AREAS AND WITH NO

DISRUPTION TO AIR SYSTEMS OF ADJACENT AREAS. USE OF THE NEGATIVE

AIR PRESSURE SYSTEM WITHIN THE ENCLOSURE TO REMOVE DUST SHALL

PASS AIR THROUGH AN INDUSTRIAL GRADE PORTABLE HEPA FILTER CAPABLE

OF FILTRATION RATES OF 300-800 CUBIC FEET PER MINUTE. FOR

CONSTRUCTION AREA AIR RETURNED TO THE HVAC SYSTEM, A PRE-FILTER

AND HEPA FILTER SHALL BE USED BEFORE EXHAUST TO PREVENT

CONTAMINATION OF HVAC SYSTEM DUCTING.

8. ADJACENT AREAS: THE STATUS OF SEALED PENETRATIONS AND INTACT

CEILING SHALL BE VERIFIED DAILY.

9. AIR EXCHANGE RATES AND PRESSURE RELATIONSHIPS: VAMC AND

CONTRACTOR SHALL VERIFY AND MAINTAIN PROPER AIR EXCHANGE RATES IN

CRITICAL AREAS NEAR CONSTRUCTION ACTIVITY. CONTRACTOR TO ENSURE

AIR IS RE-CIRCULATED WITH FILTRATION FROM ALL CONSTRUCTION AREAS.

PROVIDE AIR PRESSURE TESTING THROUGHOUT THE PROJECT IN

ACCORDANCE WITH COR PROVIDED REQUIREMENTS.

10. WORKSITE CLOTHING: CONTRACTOR PERSONNEL CLOTHING SHALL BE FREE

OF LOOSE SOIL AND DEBRIS BEFORE LEAVING THE CONSTRUCTION AREA. IF

PROTECTIVE APPAREL IS NOT WORN (EXAMPLES: COVERALLS, FOOTGEAR,

AND HEADGEAR) A HEPA-FILTERED VACUUM SHALL BE USED TO REMOVE

DUST FROM CLOTHING BEFORE LEAVING THE BARRICADE. IF PROTECTIVE

APPAREL IS UTILIZED, THE CONTRACTOR SHALL CONSTRUCT A SPACE OR

ANTEROOM FOR CHANGING OF CLOTHING.

11. POST CONSTRUCTION: DO NOT REMOVE BARRIERS AND KEEP ALL HVAC

ISOLATION IN PLACE UNTIL CONTRACTOR HAS CLEANED THE CONSTRUCTION

SITE, VA EMS STAFF HAS PERFORMED A TERMINAL CLEANING, AND VA

INFECTIOUS DISEASE CONTROL HAS INSPECTED AND APPROVED THE

CLEANING.

12. FIRE ALARMS AND OTHER LIFE SAFETY FIXTURES WITHIN THE ICRA BARRIERS

OF THE CONSTRUCION AREA SHALL BE TEMPORARILY RELOCATED TO THE

OUTSIDE OF BARRIERS.

13. REFER TO SPECIFICATION SECTION 01 01 10 FOR EC-51 SAFETY AND HEALTH

POLICY AND PROCEDURES DURING CONSTRUCTION ACTIVITIES.

ICRA GENERAL NOTES

BASE

PLAN

HEAD

UNDERSIDE OF STRUCTURE

LINE OF CEILING, REF RCP

METAL RUNNER

FASTENED @ 24" OC

WALL FINISH, REF FINISH

SCHEDULE

5/8" "TYPE X" GYPSUM

BOARD, EACH SIDE

METAL RUNNER,

FASTENED @ 24" OC

FINISH FLOOR, REF

FINISH SCHEDULE

BASE AS SCHEDULED

METAL STUD FRAMING

@ 16" OC

FIRE RATED SEALANT

AROUND PERIMETER

FIRE RATED SEALANT

AROUND PERIMETER

th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing # of

VA Health Care System Approval:

Brad Petrovic, Project Manager Gary Drikow, Chief of Design and Construction Kevin Knight, Contracting Officer

Revision: Date:

ARCHITECT:

U.S. Department of Veteran Affairs

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

MO ARCH REG. NO. 2012034754, EXP. 12/31/2020

MO ENGR REG. NO. 2014031351, EXP. 12/31/2020

STRUCTURAL /

CIVIL ENGINEER

IMEG CORP.

15 SUNNEN DR., SUITE 104

ST. LOUIS, MO 63143

(314) 645-1132

MECHANICAL / ELECTRICAL /

PLUMBING / TECHNICAL ENGINEER

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(405) 842-6100

ELEVATOR CONSULTANT

KENNETH H. LEMP ELEVATOR

CONSULTANT, INC.

211 3RD STREET

VALLEY PARK, MO 63088

(636) 861-2722

ENVIRONMENTAL

ENGINEER

RIVER FRONT SAFETY & HEALTH, LC

1139 OLIVE STREET, SUITE 300

ST. LOUIS, MO 63101

(314) 436-9192

BUILDING 23

AREA OF

WORK

N

F U

L L

Y S

P R

IN

K

L E

R E

D

/2

/2

:2

:3

A

M

23-AL-101

LIFE SAFETY PLAN - FLOOR 00

BHR

34 101

AM/JP

BID DOCUMENTS

CREATE ELEVATOR TOWER &

STAIRWELL, BUILDING 23

1/22/2021

657-19-128JB

JEFFERSON BARRACKS

1 JEFFERSON BARRACKS DRIVE - ST. LOUIS, MO 63125

N

1/8" = 1'-0"

LIFE SAFETY PLAN - FLOOR 00

STAIR IDENTIFICATION SIGN

1-HOUR RATED FIRE/SMOKE BARRIER

TEMPORARY ICRA BARRIER

DESCRIPTION

LIFE SAFETY LEGEND

SYMBOL

PATH OF EGRESS IDENTIFIER

1/2-HOUR RATED FIRE BARRIER

1-HOUR RATED FIRE BARRIER

2-HOUR RATED FIRE BARRIER

1-HOUR RATED FIRE/SMOKE BARRIER

2-HOUR RATED FIRE/SMOKE BARRIER

A

FEC

ADA

OCCUPANT LOAD PER SPACE

CUMULATIVE OCCUPANT LOAD

AREA OUTSIDE LIMITS OF WORK

ADA PUSH BUTTON FOR POWER-ASSISTED DOOR OPERATOR

FIRE EXTINGUISHER CABINET

D

ACTUAL CLEAR WIDTH

REQUIRED CLEAR WIDTH

ACTUAL EGRESS

MAXIMUM EGRESS CAPACITY

EGRESS COMPONENT

(D)DOOR (S)STAIRWAY

EGRESS CAPACITY TAG

OCCUPANCY USE LEGEND

HATCH DESCRIPTION

INDUSTRIAL

100 SF/PERSON, GROSS

USE

I

BUSINESS

150 SF/PERSON, GROSS

B

STORAGE

500 SF/PERSON, GROSS

S

NFPA 101-2018 EDITION

BUILDING HEIGHT: 2 STORIES, 29'-0" HEIGHT

BUILDING AREA LIMITATION: 46,500 S.F. PER FLOOR

(2018 IBC TABLE 503)

• FLOOR 00 1,425 SF NEW

10,370 SF EXISTING

11,795 SF TOTAL

• FLOOR 01 446 SF NEW

10,540 SF EXISTING

10,986 SF TOTAL

TOTAL AREA 22,781 SF

BUILDING IS EQUIPPED WITH A FULLY AUTOMATIC FIRE SPRINKLER

SYSTEM THROUGHOUT - TO MEET NFPA 13 REQUIREMENTS

CONSTRUCTION TYPE PER TABLE A.8.2.1.2: TYPE II (000) ASSUMED

[2018 IBC TABLE 6A - TYPE II (B) ASSUMED]

FIRE RESISTANCE RATINGS (NFPA 220 TABLE 4.1.1):

• COLUMN: 0 HR

• BEAMS, GIRDERS, TRUSSES: 0 HR

• FLOOR/CEILING ASSEMBLIES: 0 HR

• ROOF/CEILING ASSEMBLIES: 0 HR

• EXTERIOR NON-BEARING WALLS: 1 HR (>10' FROM ADJ. BLDG.)

• INTERIOR NON-BEARING WALLS: 0 HR

FIRE-RESISTIVE REQUIREMENTS:

• NON COMBUSTIBLE MATERIALS FOR STRUCTURAL FRAME, FLOORS,

ROOF DECK, EXTERIOR NON-BEARING WALLS, INTERIOR NON-

BEARING WALLS (U.N.O. AT EXTERIOR)

CHAPTER 39: EXISTING BUSINESS OCCUPANCIES

CHAPTER 40: INDUSTRIAL OCCUPANCIES

OCCUPANT LOADS (TABLE 7.3.1.2):

• BUSINESS USE = 150 SF/PERSON

• BUSINESS USE (CONCENTRATED) = 50 SF/PERSON

• COLLABORATION ROOMS <450 SF = 30 SF/PERSON

• COLLABORATION ROOMS >450 SF = 15 SF/PERSON

• INDUSTRIAL USE, GENERAL & HIGH HAZARD = 100 SF/PERSON

• STORAGE USE - 500 SF/PERSON

FLOOR 00

EXISTING INDUSTRIAL OCCUPANCY 10,540 SF/100 SF = 106 OCC.

EXISTINTING BUSINESS OCCUPANCY 3,074 SF/150 SF = 20 OCC.

TOTAL OCCUPANT LOAD 126 OCCUPANTS

FLOOR 01

EXISTING WORKROOM 199 851 SF/50 SF = 18 OCC.

EXISTING RECEPTION AREA 98 139 SF/50 SF = 3 OCC.

EXISTING CONFERENCE ROOM 125 221 SF/30 SF = 8 OCC.

EXISTING BUSINESS OCCUPANCY 6,789 SF/150 SF = 46 OCC.

EXISTING INDUSTRIAL OCCUPANCY 2,370 SF/100 SF = 24 OCC.

TOTAL OCCUPANT LOAD 99 OCCUPANTS

SHAFTS (3 STORIES OR LESS) - MINIMUM 1-HOUR RATING [8.6.5 (2)]

SHAFTS (4 STORIES OR MORE) - MINIMUM 2-HOUR RATING [8.6.5 (2)]

DEAD END CORRIDOR MAXIMUM DISTANCE: 50' (39.2.5.2/40.2.5.1)

MAXIMUM COMMON PATH OF TRAVEL: 100' (39.2.5.3.1/40.2.5.1)

MAXIMUM TRAVEL DISTANCE: 250' (40.2.6.1)

CORRIDOR MINIMUM FIRE RATING: 0 HR (39.3.6/40.3.6)

ALL EXIT DOORS PROVIDED ARE 36" LEAF MINIMUM YIELDING 34" CLEAR

EXIT WIDTH .

• 0.15"/PERSON (IBC 1005.3.2, EXCEPTION 1) ALLOWS 226 OCCUPANT

LOAD PER DOOR MAX.

PROTECTED AREAS:

• STORAGE ROOMS/CLEAN/SOILED - REQUIRED BY VA FIRE

PROTECTION DESIGN MANUAL 3.1.A & PER NFPA 101: 20.3.2.1. &

8.7.1.1, SMOKE PARTITIONS WITH SPRINKLER PROTECTION,

PROVIDED.

• MEDICAL RECORDS STORAGE - 1 HR PER VA FIRE PROTECTION

DESIGN MANUAL SECTION 3.1.B.

SMOKE COMPARTMENTALIZATION:

• NOT REQUIRED / NOT PROVIDED PER NFPA 39.3.7

FIRE ALARM SYSTEM:

• REQUIRED/PROVIDED

253 SF

MEZZANINE

95 SF

ELECTRICAL

ELEVATOR

89' TRAVEL DISTANCE

' T

R A

V E

L D

IS

T

A N

C E

' T

R A

V E

L D

IS

T

A N

C E

' T

R A

V E

L D

IS

T

A N

C E

OPEN TO BELOW

UTILITY ROOM ROOF

DN

D

D

D

CONFERENCE

RM.

PROSTHETICS

RESTORATION

PROSTHETICS

RESTORATION

OFFICE

PROSTHETICS

RESTORATION

LAB

LAB DUSTER

115A

OI&T

115B

CORRIDOR

C119

MAIL

STAFF LOUNGE

HAC

TOILET

CORRIDOR

C128

ORTH LAB

SUPPLIES

ORTH LAB

SUPPLIES

AMPUTEE CLINIC

WHEELCHAIR

ASSEMBLY

WHEELCHAIR

REPAIR

OFFICE

EXAM 1

CORRIDOR

C118

CORRIDOR

C102

EXAM 2

FIT 2

FIT 1

OFFICE

CLEAN SUPPLY

109ORTH

LAB/OFFICE

SEWING

STORAGE

TOILET, STAFF

CAD CAM

CAST RM.

LAB WORK

CORRIDOR

C110

LAB

FUME/STORAGE

OVEN

114A

ALCOVE

122A

DME SUPPLY /

DISTRIBUTION

PROSTHETICS

SERVICE

CHECK-IN

TOILET

RECEPTION

PURCHASING

AGENTS

PROGRAM

SUPPORT

ASSISTANT

OFFICE

OFFICE

CORRIDOR

CORRIDOR

C102A

STAIRWELL NO. 1

S1

CORRIDOR

C102B

ELEVATOR

E-1

WORK

129A

WORK

129B

OFFICE

97D

OFFICE

97A

HALLWAY

96A

OFFICE

97B

OFFICE

97E

OFFICE

97C

OFFICE

97F

OFFICE

114B

194 SF

ELEVATOR

LOBBY

FEC

E101

NEW INFILL WALL

DN

DN

DNDN

BUILDING 23

(EXISTING BUSINESS/INDUSTRIAL

OCCUPANCIES, NFPA 101 CH. 39/40)

th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing # of

VA Health Care System Approval:

Brad Petrovic, Project Manager Gary Drikow, Chief of Design and Construction Kevin Knight, Contracting Officer

Revision: Date:

ARCHITECT:

U.S. Department of Veteran Affairs

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

MO ARCH REG. NO. 2012034754, EXP. 12/31/2020

MO ENGR REG. NO. 2014031351, EXP. 12/31/2020

STRUCTURAL /

CIVIL ENGINEER

IMEG CORP.

15 SUNNEN DR., SUITE 104

ST. LOUIS, MO 63143

(314) 645-1132

MECHANICAL / ELECTRICAL /

PLUMBING / TECHNICAL ENGINEER

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(405) 842-6100

ELEVATOR CONSULTANT

KENNETH H. LEMP ELEVATOR

CONSULTANT, INC.

211 3RD STREET

VALLEY PARK, MO 63088

(636) 861-2722

ENVIRONMENTAL

ENGINEER

RIVER FRONT SAFETY & HEALTH, LC

1139 OLIVE STREET, SUITE 300

ST. LOUIS, MO 63101

(314) 436-9192

BUILDING 23

AREA OF

WORK

N

F U

L L

Y S

P R

IN

K

L E

R E

D

/2

/2

:2

:4

A

M

23-AL-111

LIFE SAFETY PLAN - FLOOR 01

BHR

35 101

AM/JP

BID DOCUMENTS

CREATE ELEVATOR TOWER &

STAIRWELL, BUILDING 23

1/22/2021

657-19-128JB

JEFFERSON BARRACKS

1 JEFFERSON BARRACKS DRIVE - ST. LOUIS, MO 63125

N

1/8" = 1'-0"

LIFE SAFETY PLAN - FLOOR 01

1213 13

CARPENTER

STORAGE

G10

CHARGING

STATION

G07

STORAGE

G08

LOCK SHOP

G09

KEY SHOP

G09A

BREAK RM.

G04

STORAGE

G05

CORRIDOR

H003

GENERAL ARCHITECTURAL DEMOLITION NOTES

1. DRAWINGS ARE PART OF A COMPLETE DOCUMENT SET. CONTRACTOR

SHALL CONFIRM ALL ITEMS REQUIRED TO BE DEMOLISHED & EXTENT OF

DEMOLITION BASED UPON THE OVERALL INTENT OF THE ENTIRE DOCUMENT

SET.

2. VERIFY ALL EXISTING CONDITIONS PRIOR TO BEGINNING ANY DEMOLITION

WORK TO CONFIRM ACCURACY IN THE DRAWINGS. REPORT ANY

DISCREPANCIES TO CONTRACTING OFFICER. DO NOT SCALE THE DRAWINGS.

FIELD VERIFY ALL DIMENSIONS & EXISTING STRUCTURAL CONDITIONS.

3. ALL AREAS NOT INVOLVED IN THE SCOPE OF WORK FOR THIS PROJECT

SHALL BE KEPT CLEAN & FREE OF OBSTRUCTIONS AT ALL TIMES. ERECT

BARRICADES & WARNING SIGNS TO DIVERT & WARN PASSERS-BY OF THE

CONSTRUCTION WORK. PROVIDE ENCLOSURES TO SEPARATE WORK AREAS

FROM THE EXISTING FACILITIES THAT MEET NFPA 241.

4. DURING DEMOLITION, PROVIDE PROTECTION FOR ALL EXISTING SURFACES

& CONDITIONS TO REMAIN IN PLACE DURING THE RENOVATION WORK.

SHOULD ANY DAMAGE OCCUR, PATCH & REPAIR ANY DAMAGE TO ADJACENT

FINISHES TO MATCH EXISTING.

5. CONTRACTOR NOT TO BEGIN DEMOLITION WITHOUT AN APPROVED, BY THE

COR, SHORING AND PROTECTION PLAN FOR EXISTING FIBER-OPTIC CABLES.

6. CONTRACTOR TO FIELD VERIFY ON-SITE FIBER-OPTIC CABLE LOCATIONS,

ELEVATIONS, RUNS, AND TERMINATION, AND PULL-BOX LOCATIONS BEFORE

DEMOLITION BEGINS.

7. CONTRACTOR TO COORDINATE WITH VA IT SPECIALIST TO DEVELOP AND

PROVIDE FIBER-OPTIC SERVICE-INTERRUPTION AND CONTINGENCY PLAN.

8. ANY DAMAGE CAUSED TO THE BUILDING OR OWNER EQUIPMENT SHALL BE

REPAIRED OR REPLACED BACK TO ITS ORIGINAL CONDITIONS AT NO

ADDITIONAL COST TO THE OWNER.

9. EXTENT OF DEMOLTION OF CONNECTING CORRIDOR.

10. CAUTION: ASBESTOS & LEAD ARE PRESENT IN CERTAIN BUILDING

MATERIALS. ALL WORKERS INVOLVED IN DISTURBING EXISTING BUILDING

MATERIALS SHALL HAVE CURRENT 2-HOUR ASBESTOS AWARENESS

TRAINING AS A MINIMUM & SHALL BE INSTRUCTED TO STOP WORK & NOTIFY

COR SHOULD ANY SUSPECT MATERIALS BE ENCOUNTERED. REFER TO

ATTACHED HAZARDOUS MATERIAL REPORTS & SPECIFICATIONS 02-82-11 FOR

ADDITIONAL INFORMATION & REQUIREMENTS.

EXISTING WALL CONSTRUCTION TO

BE DEMOLISHED IN ITS ENTIRETY

EXISTING DOOR & FRAME TO BE

DEMOLISHED IN THEIR ENTIRETY

EXISTING WALLS TO REMAIN

DEMOLITION PLAN LEGEND

EXISTING CONCRETE WALL

CONSTRUCTION TO BE DEMOLISHED

EXISTING WINDOW & FRAME TO BE

DEMOLISHED IN THEIR ENTIRETY

ARCHITECTURAL DEMOLITION BOUNDARY

DEMOLITION PLAN KEYNOTES

EXISTING CONCRETE RETAINING WALL TO BE REMOVED & REPLACED,

PROVIDE TEMPORARY BRACING & SUPPORT AS REQUIRED.

DEMOLISH EXISTING CONCRETE SIDEWALK & PAD.

EXISTING WINDOW ASSEMBLY TO BE REMOVED IN ITS ENTIRETY.

REMOVE EXISTING DOOR & FRAME ASSEMBLY IN ITS ENTIRETY

EXISTING EXTERIOR WALL ASSEMBLY TO BE DEMOLISHED IN ITS

ENTIRETY.

EXISTING FLOOR FINISHES TO BE REMOVED IN THEIR ENTIRETY.

EXISTING CEILING SYSTEMS TO BE REMOVED IN THEIR ENTIRETY.

EXISTING STAIR TOWER TO BE DEMOLISHED IN ITS ENTIRETY.

PROVIDE TEMPORARY WEATHERPROOF BARRIER AT OPENING.

EXISTING CURTAIN WALL ASSEMBLY TO BE DEMOLISHED IN ITS ENTIRETY.

DEMOLISH EXISTING CONCRETE RAMP/GUARDRAILS IN THEIR ENTIRETY.

DEMOLISH EXISTING CONCRETE STEPS/GUARDRAILS IN THEIR ENTIRETY.

DEMOLISH EXISTING CONCRETE PAD/GUARDRAILS IN THEIR ENTIRETY.

REMOVE EXISTING BUILDING SIGN, DEMOLISH EXISTING CONCRETE BASE

IN ITS ENTIRETY. STLVA TO BE GIVEN RIGHT OF FIRST REFUSAL DURING

DEMOLITION.

SALVAGE EXISTING SITE LIGHTING POLE/HEAD & RETURN TO OWNER,

DEMOLISH EXISTING CONCRETE BASE IN ITS ENTIRETY. TERMINATE

ELECTRICAL WIRING PER CODE.

REMOVE EXISTING DOOR & FRAME ASSEMBLY IN ITS ENTIRETY. REPLACE

WITH NEW WALL INFILL PER ARCHITECTURAL DRAWINGS.

ICRA PASSAGE / CONSTRUCTION ACCESS, 1-HOUR WALL & 45 MIN DOOR

EXISTING UTILITIES VAULT TO REMAIN.

DUST COLLECTOR TO BE RELOCATED PRIOR TO START OF

CONSTRUCTION TO LOCATION COORDINATED WITH COR.

PATCH & REPAIR FACE OF EXISTING CORRIDOR AFTER REMOVAL OF

RAMP/WALL MOUNTED HANDRAILS.

EXISTING CEILING MOUNTED UTILITIES TO REMAIN-IN-PLACE

THROUGHOUT CONSTRUCTION, REF ALL DISCIPLINES FOR ADDITIONAL

INFORMATION.

th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing # of

VA Health Care System Approval:

Brad Petrovic, Project Manager Gary Drikow, Chief of Design and Construction Kevin Knight, Contracting Officer

Revision: Date:

ARCHITECT:

U.S. Department of Veteran Affairs

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

MO ARCH REG. NO. 2012034754, EXP. 12/31/2020

MO ENGR REG. NO. 2014031351, EXP. 12/31/2020

STRUCTURAL /

CIVIL ENGINEER

IMEG CORP.

15 SUNNEN DR., SUITE 104

ST. LOUIS, MO 63143

(314) 645-1132

MECHANICAL / ELECTRICAL /

PLUMBING / TECHNICAL ENGINEER

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(405) 842-6100

ELEVATOR CONSULTANT

KENNETH H. LEMP ELEVATOR

CONSULTANT, INC.

211 3RD STREET

VALLEY PARK, MO 63088

(636) 861-2722

ENVIRONMENTAL

ENGINEER

RIVER FRONT SAFETY & HEALTH, LC

1139 OLIVE STREET, SUITE 300

ST. LOUIS, MO 63101

(314) 436-9192

BUILDING 23

AREA OF

WORK

N

F U

L L

Y S

P R

IN

K

L E

R E

D

/2

/2

:2

:0

A

M

23-AD-101

DEMOLITION PLAN - FLOOR 00

BHR

36 101

AM/JP

BID DOCUMENTS

CREATE ELEVATOR TOWER &

STAIRWELL, BUILDING 23

1/22/2021

657-19-128JB

JEFFERSON BARRACKS

1 JEFFERSON BARRACKS DRIVE - ST. LOUIS, MO 63125

N

1/4" = 1'-0"

DEMOLITION PLAN - FLOOR 00

-A

D -1

DEMO CURB & PAVING TO ACCOMMODATE

NEW ENTRY PLAZA, REF CIVIL FOR EXTENT

PROVIDE BARRIER BETWEEN AREA OF

CONTSTRUCTION & PARKING AREA WHERE

NOT PART OF APPROVED STAGING AREAS,

CONSTRUCTION SHALL NOT INFRINGE ON

ACCESSIBLE PARKING REQUIREMENTS

OVEN

114A

LAB DUSTER

115A

OFFICE

114B

LAB

FUME/STORAGE

CORRIDOR

C102B

DME SUPPLY /

DISTRIBUTION

GENERAL ARCHITECTURAL DEMOLITION NOTES

1. DRAWINGS ARE PART OF A COMPLETE DOCUMENT SET. CONTRACTOR

SHALL CONFIRM ALL ITEMS REQUIRED TO BE DEMOLISHED & EXTENT OF

DEMOLITION BASED UPON THE OVERALL INTENT OF THE ENTIRE DOCUMENT

SET.

2. VERIFY ALL EXISTING CONDITIONS PRIOR TO BEGINNING ANY DEMOLITION

WORK TO CONFIRM ACCURACY IN THE DRAWINGS. REPORT ANY

DISCREPANCIES TO CONTRACTING OFFICER. DO NOT SCALE THE DRAWINGS.

FIELD VERIFY ALL DIMENSIONS & EXISTING STRUCTURAL CONDITIONS.

3. ALL AREAS NOT INVOLVED IN THE SCOPE OF WORK FOR THIS PROJECT

SHALL BE KEPT CLEAN & FREE OF OBSTRUCTIONS AT ALL TIMES. ERECT

BARRICADES & WARNING SIGNS TO DIVERT & WARN PASSERS-BY OF THE

CONSTRUCTION WORK. PROVIDE ENCLOSURES TO SEPARATE WORK AREAS

FROM THE EXISTING FACILITIES THAT MEET NFPA 241.

4. DURING DEMOLITION, PROVIDE PROTECTION FOR ALL EXISTING SURFACES

& CONDITIONS TO REMAIN IN PLACE DURING THE RENOVATION WORK.

SHOULD ANY DAMAGE OCCUR, PATCH & REPAIR ANY DAMAGE TO ADJACENT

FINISHES TO MATCH EXISTING.

5. CONTRACTOR NOT TO BEGIN DEMOLITION WITHOUT AN APPROVED, BY THE

COR, SHORING AND PROTECTION PLAN FOR EXISTING FIBER-OPTIC CABLES.

6. CONTRACTOR TO FIELD VERIFY ON-SITE FIBER-OPTIC CABLE LOCATIONS,

ELEVATIONS, RUNS, AND TERMINATION, AND PULL-BOX LOCATIONS BEFORE

DEMOLITION BEGINS.

7. CONTRACTOR TO COORDINATE WITH VA IT SPECIALIST TO DEVELOP AND

PROVIDE FIBER-OPTIC SERVICE-INTERRUPTION AND CONTINGENCY PLAN.

8. ANY DAMAGE CAUSED TO THE BUILDING OR OWNER EQUIPMENT SHALL BE

REPAIRED OR REPLACED BACK TO ITS ORIGINAL CONDITIONS AT NO

ADDITIONAL COST TO THE OWNER.

9. EXTENT OF DEMOLTION OF CONNECTING CORRIDOR.

10. CAUTION: ASBESTOS & LEAD ARE PRESENT IN CERTAIN BUILDING

MATERIALS. ALL WORKERS INVOLVED IN DISTURBING EXISTING BUILDING

MATERIALS SHALL HAVE CURRENT 2-HOUR ASBESTOS AWARENESS

TRAINING AS A MINIMUM & SHALL BE INSTRUCTED TO STOP WORK & NOTIFY

COR SHOULD ANY SUSPECT MATERIALS BE ENCOUNTERED. REFER TO

ATTACHED HAZARDOUS MATERIAL REPORTS & SPECIFICATIONS 02-82-11 FOR

ADDITIONAL INFORMATION & REQUIREMENTS.

EXISTING WALL CONSTRUCTION TO

BE DEMOLISHED IN ITS ENTIRETY

EXISTING DOOR & FRAME TO BE

DEMOLISHED IN THEIR ENTIRETY

EXISTING WALLS TO REMAIN

DEMOLITION PLAN LEGEND

EXISTING CONCRETE WALL

CONSTRUCTION TO BE DEMOLISHED

EXISTING WINDOW & FRAME TO BE

DEMOLISHED IN THEIR ENTIRETY

ARCHITECTURAL DEMOLITION BOUNDARY

DEMOLITION PLAN KEYNOTES

EXISTING CONCRETE RETAINING WALL TO BE REMOVED & REPLACED,

PROVIDE TEMPORARY BRACING & SUPPORT AS REQUIRED.

DEMOLISH EXISTING CONCRETE SIDEWALK & PAD.

EXISTING WINDOW ASSEMBLY TO BE REMOVED IN ITS ENTIRETY.

REMOVE EXISTING DOOR & FRAME ASSEMBLY IN ITS ENTIRETY

EXISTING EXTERIOR WALL ASSEMBLY TO BE DEMOLISHED IN ITS

ENTIRETY.

EXISTING FLOOR FINISHES TO BE REMOVED IN THEIR ENTIRETY.

EXISTING CEILING SYSTEMS TO BE REMOVED IN THEIR ENTIRETY.

EXISTING STAIR TOWER TO BE DEMOLISHED IN ITS ENTIRETY.

PROVIDE TEMPORARY WEATHERPROOF BARRIER AT OPENING.

EXISTING CURTAIN WALL ASSEMBLY TO BE DEMOLISHED IN ITS ENTIRETY.

DEMOLISH EXISTING CONCRETE RAMP/GUARDRAILS IN THEIR ENTIRETY.

DEMOLISH EXISTING CONCRETE STEPS/GUARDRAILS IN THEIR ENTIRETY.

DEMOLISH EXISTING CONCRETE PAD/GUARDRAILS IN THEIR ENTIRETY.

REMOVE EXISTING BUILDING SIGN, DEMOLISH EXISTING CONCRETE BASE

IN ITS ENTIRETY. STLVA TO BE GIVEN RIGHT OF FIRST REFUSAL DURING

DEMOLITION.

SALVAGE EXISTING SITE LIGHTING POLE/HEAD & RETURN TO OWNER,

DEMOLISH EXISTING CONCRETE BASE IN ITS ENTIRETY. TERMINATE

ELECTRICAL WIRING PER CODE.

REMOVE EXISTING DOOR & FRAME ASSEMBLY IN ITS ENTIRETY. REPLACE

WITH NEW WALL INFILL PER ARCHITECTURAL DRAWINGS.

ICRA PASSAGE / CONSTRUCTION ACCESS, 1-HOUR WALL & 45 MIN DOOR

EXISTING UTILITIES VAULT TO REMAIN.

DUST COLLECTOR TO BE RELOCATED PRIOR TO START OF

CONSTRUCTION TO LOCATION COORDINATED WITH COR.

PATCH & REPAIR FACE OF EXISTING CORRIDOR AFTER REMOVAL OF

RAMP/WALL MOUNTED HANDRAILS.

EXISTING CEILING MOUNTED UTILITIES TO REMAIN-IN-PLACE

THROUGHOUT CONSTRUCTION, REF ALL DISCIPLINES FOR ADDITIONAL

INFORMATION.

INFILL TO MATCH EXISTING

ADJACENT FINISHES,

INTERIOR & EXTERIOR

TEMPORARILY BRACE WINDOW

DURING DEMOLITION &

CONSTRUCTION

TRANSOM WINDOW TO REMAIN

th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing # of

VA Health Care System Approval:

Brad Petrovic, Project Manager Gary Drikow, Chief of Design and Construction Kevin Knight, Contracting Officer

Revision: Date:

ARCHITECT:

U.S. Department of Veteran Affairs

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

MO ARCH REG. NO. 2012034754, EXP. 12/31/2020

MO ENGR REG. NO. 2014031351, EXP. 12/31/2020

STRUCTURAL /

CIVIL ENGINEER

IMEG CORP.

15 SUNNEN DR., SUITE 104

ST. LOUIS, MO 63143

(314) 645-1132

MECHANICAL / ELECTRICAL /

PLUMBING / TECHNICAL ENGINEER

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(405) 842-6100

ELEVATOR CONSULTANT

KENNETH H. LEMP ELEVATOR

CONSULTANT, INC.

211 3RD STREET

VALLEY PARK, MO 63088

(636) 861-2722

ENVIRONMENTAL

ENGINEER

RIVER FRONT SAFETY & HEALTH, LC

1139 OLIVE STREET, SUITE 300

ST. LOUIS, MO 63101

(314) 436-9192

BUILDING 23

AREA OF

WORK

N

F U

L L

Y S

P R

IN

K

L E

R E

D

/2

/2

:2

:0

A

M

23-AD-111

DEMOLITION PLAN - FLOOR 01

BHR

37 101

AM/JP

BID DOCUMENTS

CREATE ELEVATOR TOWER &

STAIRWELL, BUILDING 23

1/22/2021

657-19-128JB

JEFFERSON BARRACKS

1 JEFFERSON BARRACKS DRIVE - ST. LOUIS, MO 63125

N

1/4" = 1'-0"

DEMOLITION PLAN - FLOOR 01

1/4" = 1'-0"

DEMO ELEVATION - EAST ENTRY DOOR

GENERAL PARTITION NOTES

1. NOT ALL PARTITION TYPES SHOWN HERE MAY BE USED. REFER TO PLANS FOR LOCATION & TYPES OF EACH

PARTITION.

2. PAINT CONTINUOUS 4" TALL, STENCILED LETTERS, ABOVE CEILING, ON BOTH SIDES OF ALL FIRE & SMOKE WALLS

DESIGNATING THE PARTITION RATING INDICATED ON THE LIFE SAFETY PLAN.

3. REFER TO FINISH SCHEDULE & INTERIOR ELEVATIONS FOR LOCATIONS OF ALL WALL TILE. PROVIDE & INSTALL CEMENTITIOUS BACKER BOARD IN LIEU OF GWB AT ALL SCHEDULED TILE LOCATIONS. UNLESS NOTED OTHERWISE, TILE SHALL BE INSTALLED PER TILE COUNCIL OF AMERICA'S LATEST STANDARDS FOR EACH TYPE OF

BACKING MATERIAL REPRESENTED IN WALL/PARTITION.

4. ALL SUSPENDED WALLS & PARTITIONS SHALL HAVE GWB WHICH EXTENDS A MINIMUM OF 6" ABOVE THE

SUSPENDED CEILING UNLESS SHOWN &/OR NOTED OTHERWISE BY THE ARCHITECT.

5. REFER TO STRUCTURAL DRAWINGS FOR ALL LOAD BEARING WALL CONDITIONS IN REGARDS TO STRUCTURAL

REQUIREMENTS.

6. "ALIGN" MEANS SIMILAR COMPONENTS OF CONSTRUCTION, E.G. WALLS, JAMBS, ETC. SHALL ALIGN ACROSS

VOIDS & JOINTS.

7. PARTITIONS SHALL BE CONTINUOUS OVER DOORS SAME ADJACENT WALLS (UNLESS NOTED OTHERWISE) WHERE DRYWALL CONTINUES ABOVE CEILING & ABOVE THE CEILING LEVEL UP TO THE STRUCTURE ABOVE. ALL GYPSUM BOARD RETURNS SHALL HAVE CORNER BEADS MINIMUM FLOOR TO CEILING. ALL PENETRATIONS IN DRYWALL CONSTRUCTION ABOVE FINISHED CEILING SHALL BE EFFECTIVELY SEALED TO PREVENT SOUND

LEAKAGE & FIRE STOPPING TAPE/CAULK AT ALL RATED PARTITIONS.

8. ALL MECHANICAL CHASES & OTHER NOTED CHASES ARE TO EXTEND UP TO THE UNDERSIDE OF THE DECK STRUCTURE ABOVE. ALL PLUMBING CHASES UNLESS OTHERWISE NOTED, SHALL EXTEND ABOVE THE HIGHEST

ADJOINING CEILING & BE BRACED TO STRUCTURE.

9. ALL CONSTRUCTION DESIGNATED TO BE SUPPORTED BY ROOF STRUCTURE SHALL BE SUPPORTED BY TOP

CHORD OF STRUCTURAL JOISTS & NOT FROM THE METAL DECK.

10.COORDINATE WITH MILLWORK DRAWINGS FOR PLACEMENT OF BLOCKING IN WALLS/PARTITIONS. ALL WOOD

BLOCKING IS TO BE FIRE RETARDANT TREATED.

11.IMPACT RESISTANT GWB, WHERE NOTED, IS OPTIONAL ABOVE 8' AFF & BEHIND LOCKERS.

12.SEAL THE TOP & BOTTOM OF WALL AS WELL AS ALL PENETRATIONS WHERE SMOKE PARTITIONS ARE

DESIGNATED ON THE LIFE SAFETY PLAN TO ELIMINATE THE PASSAGE OF SMOKE.

13.ALL PARTITIONS THAT HOST PLUMBING FIXTURES SHALL RECEIVE MOLD / MOISTURE RESISTANT GWB IN LIEU OF

REGULAR GWB.

DETAILSMARK

1A

1B

UNDERSIDE OF

EXISTING

STRUCTURE

CEILING MATERIAL AS

SCHEDULED

WALL FINISH AS

SCHEDULED

5/8" GYP. BD. ONE

SIDE OF 3 5/8" METAL

STUDS AT 16" OC

BASE & FLOORING

AS SCHEDULED

C E

IL

IN

G H

E

IG

H T

R E

: R C

P

1 LAYER 5/8" GYP. BD. ON ONE SIDE OF 3 5/8" METAL STUDS

AT 16" OC EXTEND TO UNDERSIDE OF EXISTING

STRUCTURE. SEAL TO EXISTING STRUCTURE WITH

ACOUSTIC SEALANT. ALL JOINTS TAPED.

1 LAYER 5/8" GYP. BD. ON ONE SIDE OF 6" METAL STUDS AT 16"

OC EXTEND TO UNDERSIDE OF EXISTING STRUCTURE. SEAL

TO EXISTING STRUCTURE WITH ACOUSTIC SEALANT. ALL

JOINTS TAPED.

TYPE 1

(NON RATED)

F

LO

O R

T O

U N

D E

R S

ID

E

O F

S T

R U

C T

U R

E A

B O

V E

TYPE 2

(NON RATED)

DETAILSMARK

2A

C E

IL

IN

G H

E

IG

H T

R E

: R C

P C

E

IL

IN

G

H E

IG

H

T R

E : R

C P

C E

IL

IN

G H

E

IG

H T

R E

: R C

P 6"

R E

F . A

A

S -6

C .T

. W A

IN

S

C O

T H

E

IG

H T

TILE BACKER

BOARD AS

REQUIRED

1 LAYER 5/8" GYP. BD. ON EACH SIDE OF 3 5/8" METAL

STUDS AT 16" OC EXTEND TO UNDERSIDE OF EXISTING

STRUCTURE. SEAL TO EXISTING STRUCTURE WITH

ACOUSTIC SEALANT. ALL JOINTS TAPED.

UNDERSIDE OF

EXISTING

STRUCTURE

CEILING MATERIAL AS

SCHEDULED

WALL FINISH AS

SCHEDULED

5/8" GYP. BD. ONE

SIDE OF 3 5/8" METAL

STUDS AT 16" OC

BASE & FLOORING

AS SCHEDULED

C E

IL

IN

G H

E

IG

H T

R E

: R C

P

F

LO

O R

T O

U N

D E

R S

ID

E

O F

S T

R U

C T

U R

E A

B O

V E

C E

IL

IN

G H

E

IG

H T

R E

: R C

P C

E

IL

IN

G

H E

IG

H

T R

E : R

C P

C E

IL

IN

G H

E

IG

H T

R E

: R C

P 6"

R E

F . A

A

S -6

C .T

. W A

IN

S

C O

T H

E

IG

H T

TILE BACKER

BOARD AS

REQUIRED

th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing # of

VA Health Care System Approval:

Brad Petrovic, Project Manager Gary Drikow, Chief of Design and Construction Kevin Knight, Contracting Officer

Revision: Date:

ARCHITECT:

U.S. Department of Veteran Affairs

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

MO ARCH REG. NO. 2012034754, EXP. 12/31/2020

MO ENGR REG. NO. 2014031351, EXP. 12/31/2020

STRUCTURAL /

CIVIL ENGINEER

IMEG CORP.

15 SUNNEN DR., SUITE 104

ST. LOUIS, MO 63143

(314) 645-1132

MECHANICAL / ELECTRICAL /

PLUMBING / TECHNICAL ENGINEER

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(405) 842-6100

ELEVATOR CONSULTANT

KENNETH H. LEMP ELEVATOR

CONSULTANT, INC.

211 3RD STREET

VALLEY PARK, MO 63088

(636) 861-2722

ENVIRONMENTAL

ENGINEER

RIVER FRONT SAFETY & HEALTH, LC

1139 OLIVE STREET, SUITE 300

ST. LOUIS, MO 63101

(314) 436-9192

F U

L L

Y S

P R

IN

K

L E

R E

D

/2

/2

:2

:0

A

M

23-AE-001

PARTITION TYPES

BHR

38 101

AM/JP

BID DOCUMENTS

CREATE ELEVATOR TOWER &

STAIRWELL, BUILDING 23

1/22/2021

657-19-128JB

JEFFERSON BARRACKS

1 JEFFERSON BARRACKS DRIVE - ST. LOUIS, MO 63125

1 / 23-AE-201

1040 SF

LOBBY

95 SF

EQUIPMENT

ELEVATOR

E

B

A

23-AE-301

205 SF

UTILITY

E004

23-AE-401

23-AE-301

23-AE-301

C

A

23-AE-301

U

Y

V

6 7

8 9 10 11

6.3 7.8 9.7 9.8

W

X

9.3

23-AE-401

Z

6.1

23-AE-501

9.9

2 / 23-AE-202

1 / 23-AE-202

-A

E -2

49'-11"

7'-0" 10'-0" 7'-0" 10'-0" 10'-0" 10'-0"

5'-8" 24'-0" 5'-1" 12'-10 1/2" 10'-6" 2'-3 1/4"

60'-4 3/4"

1'-4" 30'-4"

18'-3"

193 SF

ELEVATOR

LOBBY

515'-1"

DN

UP

1A

1A

1A

1B

1A

1A 1A

M A

T C

H C

O R

R

ID

O R

W

ID

T H

24'-0" CMU 30'-0" CMU

1A

1A

GUARD RAIL

HAND RAIL

GUARD

RAIL

ALIGN

PARTITION ATTACHED TO

BOTTOM OF STRINGER

6 / 23-AE-601

-A

E -6

-A

E -6

-A

E -6

CHASE

2A

POSSIBLE FUTURE

RECEPTION DESK

AREA

CHARGING

STATION

G07

STORAGE

G08

LOCK SHOP

G09

KEY SHOP

G09A

BREAK RM.

G04

STORAGE

G05

PROPOSED SEATING,

VA PROVIDED

LANDING

6'-6" CLEAR 8'-2" STAIR 24'-0" LANDING 25'-0" 1:20 RAMP 5'-0" LANDING 12'-6" 1:20 RAMP

LANDING

5'-8 1/4" CLEAR

6'-10"

6'-2 1/2" C

LE

A R

C

LE

A R

4'-0" 3'-0"

DN DN DN

23-AE-501

EXISTING

UTILITIES

VAULT

7 TREADS @ 14"

4' -4

/2

C

LE

A

R

23-AE-411

4 4

8.5

1A

1A

1A

1A

9.5

515'-8"

515'-1"

6'-0"

12'-0"

DN

513'-2 1/2"513'-10"511'-1"

23-AE-501

515'-1"

CORRIDOR

H003

RADIATOR, REF

MECHANICAL

ROOF

DRAINS

EXISTING INFILTRATION TRENCH, REF CIVIL

2A

EXISTING FIBER LINES ABOVE TO

REMAIN-IN-PLACE THROUGHOUT

CONSTRUCTION

18'-0"

23-AE-501

OPP

23-AE-501

GENERAL NOTES

1. ALL DOOR FRAMES TO BE LOCATED 3" FROM OUTSIDE EDGE OF FRAME TO

FINISH FACE OF ADJACENT WALL UNLESS NOTED OTHERWISE.

2. ALL PARTITIONS TO BE TYPE 5A UNLESS NOTED OTHERWISE, REFERENCE

SHEET GI010 FOR ADDITIONAL INFORMATION.

3. ALL WALLS ARE DIMENSIONED TO OUTSIDE FACE OF STUD FRAMING

WHERE APPLICABLE UNLESS NOTED OTHERWISE.

4. THROUGH-SLAB PENETRATIONS FOR MECHANICAL DUCTWORK SHALL BE

OVERSIZED 2" TO ALLOW FOR DUCT PASSAGE TOLERANCE & APPLICABLE

FIRE SAFING, REFERENCE MECHANICAL DRAWINGS FOR ADDITIONAL

INFORMATION.

5. ALIGN FINISH FACE OF NEW CORRIDOR WALLS WITH FINISH FACE OF

EXISTING CORRIDOR WALLS, TYPICAL

6. FURR-OUT AROUND ALL EXPOSED COLUMN PROTRUSIONS, TYPICAL.

7. EXTERIOR SPOT ELEVATIONS INDICATE GENERAL CHANGE IN ELEVATION,

REFER CIVIL & STRUCTURAL FOR ACCURACY.

KEYNOTES

1 48" HIGH CORNER GUARD WITH 3" WINGS, REFERENCE SPEC. SECTION

10 26 00 FOR ADDITIONAL INFORMATION.

SEMI-RECESSED FIRE EXTINGUISHER CABINET, REFERENCE SPEC.

SECTION 10 44 13 FOR ADDITIONAL INFORMATION.

EXPANSION JOINT WITH ABAAS COMPLIANT COVER, REFERENCE

STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION.

EXISTING SIDEWALK

MODIFY EXISTING ASSEMBLY TO PROVIDE & MAINTAIN 1-HOUR FIRE

SEPARATION RATING AS REQUIRED.

CONTINUOUS METAL DOWNSPOUT, PRE-FINISHED TO MATCH EXISTING.

THROUGH-WALL SCUPPER & DOWNSPOUT

EXPANSION JOINT & WATERPROOFING @ BUILDING JOIN

LEGEND

PROEJCT SCOPE BOUNDARY

EXISTING WALL TO REMAIN

WINDOW TAG; REF. SHEET AP601

DOOR TAG; REF. AS500

WALL TAG; REF. GI010

FLOOR DRAIN; REF. PLUMBINGFD

A

1i th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing # of

VA Health Care System Approval:

Brad Petrovic, Project Manager Gary Drikow, Chief of Design and Construction Kevin Knight, Contracting Officer

Revision: Date:

ARCHITECT:

U.S. Department of Veteran Affairs

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

MO ARCH REG. NO. 2012034754, EXP. 12/31/2020

MO ENGR REG. NO. 2014031351, EXP. 12/31/2020

STRUCTURAL /

CIVIL ENGINEER

IMEG CORP.

15 SUNNEN DR., SUITE 104

ST. LOUIS, MO 63143

(314) 645-1132

MECHANICAL / ELECTRICAL /

PLUMBING / TECHNICAL ENGINEER

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(405) 842-6100

ELEVATOR CONSULTANT

KENNETH H. LEMP ELEVATOR

CONSULTANT, INC.

211 3RD STREET

VALLEY PARK, MO 63088

(636) 861-2722

ENVIRONMENTAL

ENGINEER

RIVER FRONT SAFETY & HEALTH, LC

1139 OLIVE STREET, SUITE 300

ST. LOUIS, MO 63101

(314) 436-9192

BUILDING 23

AREA OF

WORK

N

F U

L L

Y S

P R

IN

K

L E

R E

D

/2

/2

:2

:0

A

M

23-AE-101

FLOOR PLAN - FLOOR 00

BHR

39 101

AM/JP

BID DOCUMENTS

CREATE ELEVATOR TOWER &

STAIRWELL, BUILDING 23

1/22/2021

657-19-128JB

JEFFERSON BARRACKS

1 JEFFERSON BARRACKS DRIVE - ST. LOUIS, MO 63125

N

1/4" = 1'-0"

FLOOR PLAN - FLOOR 00

-A

E -2

1 / 23-AE-201

253 SF

MEZZANINE

95 SF

ELECTRICAL

ELEVATOR

B

A

E101

23-AE-301

23-AE-401

23-AE-301

23-AE-301

EXHAUST FAN, REF.

MECHANICAL

OPEN TO BELOW

B

A

A

A

23-AE-301

-A

D -1

U

23-AE-501

Y

V

6 7

8 9 10 11

6.3 7.8 9.7 9.8

W

X

9.3

23-AE-401

Z

6.1

23-AC-101

9.9

2 / 23-AE-202

1 / 23-AE-202

-A

E -2

194 SF

ELEVATOR

LOBBY

49'-11"

5'-8" 24'-0" 5'-1" 12'-10 1/2" 10'-6" 2'-3 1/4"

60'-4 3/4"

31'-8" 18'-3"

DN

1A

1A

1B

1A

10'-0" 2'-4"

CANOPY ROOF

BELOW

2' -4

'-0

7'-0" 10'-0" 7'-0" 10'-0" 10'-0" 10'-0"

1A

1A

6 / 23-AE-601

-A

E -6

-A

E -6

CHASE

-A

E -6

/4

INFILL @ DEMOLISHED DOOR

PROSTHETICS

RESTORATION

LAB

LAB DUSTER

115A

LAB

FUME/STORAGE

OVEN

114A

DME SUPPLY /

DISTRIBUTION

CORRIDOR

C102B

OFFICE

114B

8 / 23-AE-601

16'-0" LANDING

(6) TREADS @ 14"

7'-0" STAIR

23-AE-501

18'-0" 1:20 RAMP

LANDING

5'-0" CLEAR

30'-8" 1:20 RAMP

5'-0" LANDING

UTILITY ROOM ROOF

'-1

'-1

1"

18'-0" 1:20 RAMP

EXTERIOR SEATING /

SAFETY BARRIER4'

-2

C

LE

A R

4' -2

C

LE

A

R

DN

DN

DNDN

23-AE-412

4' -2

/2

C

LE

A

R

'-1

1" C

LE

A

R

4' -0

2' -0

4' -0

2' -0

4' -0

2' -0

3' -0

3'-0" 2'-0"

8.5

12'-0"

9.5

23-AE-412

528'-0"

528'-0"

528'-0"

526'-2 3/8"

527'-1 3/16"

5' -0

5' -0

C J

CJ

C J

CJ

C J

EXISTING FIBER LINES BELOW TO

REMAIN-IN-PLACE THROUGHOUT

CONSTRUCTION

EXISTING CORRIDOR ROOF

1'-4"

18'-0"

EXPANSION JOINT

AT BUILDING JOIN

GENERAL NOTES

1. ALL DOOR FRAMES TO BE LOCATED 3" FROM OUTSIDE EDGE OF FRAME TO

FINISH FACE OF ADJACENT WALL UNLESS NOTED OTHERWISE.

2. ALL PARTITIONS TO BE TYPE 5A UNLESS NOTED OTHERWISE, REFERENCE

SHEET GI010 FOR ADDITIONAL INFORMATION.

3. ALL WALLS ARE DIMENSIONED TO OUTSIDE FACE OF STUD FRAMING

WHERE APPLICABLE UNLESS NOTED OTHERWISE.

4. THROUGH-SLAB PENETRATIONS FOR MECHANICAL DUCTWORK SHALL BE

OVERSIZED 2" TO ALLOW FOR DUCT PASSAGE TOLERANCE & APPLICABLE

FIRE SAFING, REFERENCE MECHANICAL DRAWINGS FOR ADDITIONAL

INFORMATION.

5. ALIGN FINISH FACE OF NEW CORRIDOR WALLS WITH FINISH FACE OF

EXISTING CORRIDOR WALLS, TYPICAL

6. FURR-OUT AROUND ALL EXPOSED COLUMN PROTRUSIONS, TYPICAL.

7. EXTERIOR SPOT ELEVATIONS INDICATE GENERAL CHANGE IN ELEVATION,

REFER CIVIL & STRUCTURAL FOR ACCURACY.

LEGEND

PROEJCT SCOPE BOUNDARY

EXISTING WALL TO REMAIN

WINDOW TAG; REF. SHEET AP601

DOOR TAG; REF. AS500

WALL TAG; REF. GI010

FLOOR DRAIN; REF. PLUMBINGFD

A

1i

KEYNOTES

1 48" HIGH CORNER GUARD WITH 3" WINGS, REFERENCE SPEC. SECTION

10 26 00 FOR ADDITIONAL INFORMATION.

SEMI-RECESSED FIRE EXTINGUISHER CABINET, REFERENCE SPEC.

SECTION 10 44 13 FOR ADDITIONAL INFORMATION.

EXPANSION JOINT WITH ABAAS COMPLIANT COVER, REFERENCE

STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION.

EXISTING SIDEWALK

MODIFY EXISTING ASSEMBLY TO PROVIDE & MAINTAIN 1-HOUR FIRE

SEPARATION RATING AS REQUIRED.

CONTINUOUS METAL DOWNSPOUT, PRE-FINISHED TO MATCH EXISTING.

THROUGH-WALL SCUPPER & DOWNSPOUT

EXPANSION JOINT & WATERPROOFING @ BUILDING JOIN

th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing # of

VA Health Care System Approval:

Brad Petrovic, Project Manager Gary Drikow, Chief of Design and Construction Kevin Knight, Contracting Officer

Revision: Date:

ARCHITECT:

U.S. Department of Veteran Affairs

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

MO ARCH REG. NO. 2012034754, EXP. 12/31/2020

MO ENGR REG. NO. 2014031351, EXP. 12/31/2020

STRUCTURAL /

CIVIL ENGINEER

IMEG CORP.

15 SUNNEN DR., SUITE 104

ST. LOUIS, MO 63143

(314) 645-1132

MECHANICAL / ELECTRICAL /

PLUMBING / TECHNICAL ENGINEER

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(405) 842-6100

ELEVATOR CONSULTANT

KENNETH H. LEMP ELEVATOR

CONSULTANT, INC.

211 3RD STREET

VALLEY PARK, MO 63088

(636) 861-2722

ENVIRONMENTAL

ENGINEER

RIVER FRONT SAFETY & HEALTH, LC

1139 OLIVE STREET, SUITE 300

ST. LOUIS, MO 63101

(314) 436-9192

BUILDING 23

AREA OF

WORK

N

F U

L L

Y S

P R

IN

K

L E

R E

D

/2

/2

:2

:0

A

M

23-AE-111

FLOOR PLAN - FLOOR 01

BHR

40 101

AM/JP

BID DOCUMENTS

CREATE ELEVATOR TOWER &

STAIRWELL, BUILDING 23

1/22/2021

657-19-128JB

JEFFERSON BARRACKS

1 JEFFERSON BARRACKS DRIVE - ST. LOUIS, MO 63125

N

1/4" = 1'-0"

FLOOR PLAN - FLOOR 01

ROOF PLAN KEYNOTES

PROVIDE ROOFING CRICKETS WITH MINIMUM 1/4" PER 12" SLOPE WHERE

REQUIRED TO MAINTAIN PROPER DRAINAGE.

SINGLE-PLY FULLY ADHERED TPO ROOFING SYSTEM ON TAPERED

INSULATION WITH 1:48 MINIMUM SLOPE, REFERENCE SPEC. SECTION

07 54 23 FOR ADDITIONAL INFORMATION. DEDUCT ALTERNATE OPTION TO

UTILIZE MODIFIED BITUMEN SYSTEM IN LIEU OF TPO.

INSTALL CONTINUOUS 30" WIDE WALK PAD TO ALL SERVICABLE SIDES OF

ALL ROOF MOUNTED EQUIPMENT, TYPICAL.

PROVIDE LIGHTNING PROTECTION AS REQUIRED, REF. ELECTRICAL

DRAWINGS & SPECIFICATIONS FOR ADDITIONAL INFORMATION.

PREFINISHED METAL THROUGH-WALL SCUPPER & DOWNSPOUT W/

SPLASH-BLOCK

PREFINISHED METAL PARAPET CAP, MATCH PARAPET CAP FINISH @

EXISTING ADJACENT BUILDINGS

THROUGH-WALL OVERFLOW SCUPPER

UPBLAST EXHAUST FAN, REF. MECHANICAL

WALK AREA, ADDITIONAL LAYER ROOFING MATERIAL

CONDENSING UNITS ON PLATFORMS, REF. MECHANICAL

ROOF HOOD, REF. MECHANICAL

ROOFTOP CROSSOVER LADDER

EXPANSION JOINT & WATERPROOFING @ BUILDING JOIN

B

A

U

EXISTING CORRIDOR ROOF

EXISTING BUILDING 23 ROOF

Y

V

6 7

8 9 10

6.3 7.8 9.7 9.8

W

X

9.3

Z

6.1 9.9

NORTH CANOPY

E A

S T

C A

N O

P Y

/4

/4

M

IN

1/4" / 12" MIN 1/4" / 12" MIN

/4

M

IN

/4

M

IN

1/4" / 12" MIN 1/4" / 12" MIN

/4

M

IN

23-AE-121

23-AE-121

23-AE-121

23-AE-121

23-AE-121

23-AE-121

8.5 9.5

1/4" / 12"

SIM

SIM 3

23-AE-121

/4

23-AE-121

SIM

T.O. MASONRY 2

546'-8"

U

METAL COPING SLOPED TO ROOF,

FINISH TO MATCH ANNODIZED

STOREFRONT SYSTEM

COMPRESSION CLIP SYSTEM

ATTACHED TO CMU

COPING ANCHOR

CLIP SYSTEM

CONTINUOUS DRIP EDGE

ROOFING MEMBRANE,

LAPPED OVER BLOCKING &

FASTENED TO FACE OF 2X

ROOFING MEMBRANE

ADHERED TO WALL

SLOPE

BONDING ADHESIVE

FLOOR 01

528'-0"

EXTERIOR INSULATION

FINISH SYSTEM

Z

ROOFING MEMBRANE,

LAPPED OVER FACE

OF EIFS1" RIGID INSULATION

COVER BOARD

2" RIGID INSULATION

4" RIGID INSULATION

ON METAL DECK

CANT STRIP SLOPE

MOISTURE BARRIER

5/8" EXTERIOR SHEATHING

6" METAL STUD FRAMING

METAL PARAPET CAP,

MATCH ENTRY CANOPY

METAL PANEL FINISH

SLOPE

EIFS COATING

ON SHEATHING

5/8" EXTERIOR SHEATHING

STEEL FRAMING,

REF STRUCTURAL

FASCIA PANEL, FINISH TO

MATCH CAMPUS BUILDINGS

W/ SIM DETAIL

RIVET TO FACE OF METAL PANEL

2"x4"x1/8" ALUM ANGLE, PAINTED TO MATCH

METAL PANEL

3 5/8" METAL STUD FRAMING

TAPERED RIGID

INSULATION BLOCKINGCOPING CLEAT

ROOFING

MEMBRANE LAPPED

OVER PARAPET

MEMBRANE

BONDING ADHESIVE

TAPERED RIGID

INSULATION FOR

POSITIVE DRAINAGE

TO SCUPPER

MOISTURE BARRIER

HOT AIR WELD

TPO MEMBRANE FLASHING

BONDING ADHESIVE

1/2" to 3/4"

1/2" to 1"

2 1/256"

8" M

IN

BONDING ADHESIVE

CONT. BEAD OF SEALANT

STAINLESS STEEL

CLAMPING RING

TPO MEMBRANE

FASTENER

NOTE:

GENERAL CONTRACTOR TO

COORDINATE WITH TPO ROOFING

MANUFACTURER'S INSTALLATION

REQUIREMENTS.

VENT STACK PER MEP DWGS.

A

FLASHING WITH SLIP-JOINT

TAPERED RIGID

INSULATION

CANT STRIP

8" REINFORCED

CONCRETE MASONRY

UNITS, REFERENCE

STRUCTURAL DRAWINGS

GFRC SUBFRAMING SYSTEM

GLASS FIBER REINFORCED

CONCRETE PANEL

2" RIGID

INSULATION BOARD

STEEL DECK ON

STEEL JOIST, REF

STRUCTURAL

7 5/8" 4 3/8"

6" RIGID

INSULATION

EXPANSION JOINT

W

4"X8"X1/8" ALUM TUBE,

PAINTED TO MATCH

METAL PANEL

TPO LAPPED THRU

SCUPPER

TPO W/ BONDING

ADHESIVE LAPPING

TOP OF FRAMING

CONTINUOUS SEALANT @

PENETRATION, ALL SIDES

SHEATHING ON 3-5/8"

METAL STUD FRAMING

SLOPE TUBE TO ACHIEVE

POSITIVE DRAINAGE

TAPERED

RIGID INSULATION

TPO W/ BONDING

ADHESIVE ATTACHED

TO RIGID INSULATION

4"

1'-6" @ EAST CANOPY

8" TYPICAL

CORRUGATED METAL PANEL,

MATCH EXISTING CAMPUS PROFILE

SLOPE BRAKE-METAL COPING

RIVETED TO METAL PANEL,

MATCH METAL PANEL FINISH

TAPERED RIGID

INSULATION BLOCKING

COPING CLIP FASTENED

TO FRAMING

RTU CURB

RTU, REF

MECHANICAL

TAPERED RIGID

INSULATION ON

METAL DECK

STEEL TRUSS,

REF. STRUCTURAL

CURB SUPPORTING

STEEL CHANNEL, REF

STRUCTURAL

th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing # of

VA Health Care System Approval:

Brad Petrovic, Project Manager Gary Drikow, Chief of Design and Construction Kevin Knight, Contracting Officer

Revision: Date:

ARCHITECT:

U.S. Department of Veteran Affairs

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

MO ARCH REG. NO. 2012034754, EXP. 12/31/2020

MO ENGR REG. NO. 2014031351, EXP. 12/31/2020

STRUCTURAL /

CIVIL ENGINEER

IMEG CORP.

15 SUNNEN DR., SUITE 104

ST. LOUIS, MO 63143

(314) 645-1132

MECHANICAL / ELECTRICAL /

PLUMBING / TECHNICAL ENGINEER

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(405) 842-6100

ELEVATOR CONSULTANT

KENNETH H. LEMP ELEVATOR

CONSULTANT, INC.

211 3RD STREET

VALLEY PARK, MO 63088

(636) 861-2722

ENVIRONMENTAL

ENGINEER

RIVER FRONT SAFETY & HEALTH, LC

1139 OLIVE STREET, SUITE 300

ST. LOUIS, MO 63101

(314) 436-9192

BUILDING 23

AREA OF

WORK

N

F U

L L

Y S

P R

IN

K

L E

R E

D

/2

/2

:2

:0

A

M

23-AE-121

ROOF PLAN

BHR

41 101

AM/JP

BID DOCUMENTS

CREATE ELEVATOR TOWER &

STAIRWELL, BUILDING 23

1/22/2021

657-19-128JB

JEFFERSON BARRACKS

1 JEFFERSON BARRACKS DRIVE - ST. LOUIS, MO 63125

N

1/4" = 1'-0"

ROOF PLAN

1 1/2" = 1'-0"

PARAPET CAP @ MASONRY WALL

1 1/2" = 1'-0"

PARAPET CAP @ METAL FRAMING

3" = 1'-0"

SECTION DETAIL @ EAST CANOPY

3" = 1'-0"

PIPING PENETRATION DETAIL

1 1/2" = 1'-0"

ROOF JOIN @ BLDG 23

3" = 1'-0"

SECTION DETAIL @ CANOPY SCUPPER

1" = 1'-0"

SECTION DETAIL @ RTU CURB

FLOOR 00

516'-0"

FLOOR 01

528'-0"

T.O. MASONRY 2

546'-8"

C

23-AE-301

AA

A

6.37.89.8 6.1

T.O. MASONRY 1

544'-8"

12'-0" 16'-8"

2'-0"

EQEQEQEQ

28'-8"

10'-0" 3'-4"

8'-8" 3'-4"

6'-8"

2'-6" 2'-6"

C. CORRIDOR

515'-1"

30'-8"

5'-0" 10'-0" 5'-0"

EQEQ

E001

FLOOR 00

516'-0"

FLOOR 01

528'-0"

T.O. MASONRY 2

546'-8"

B A

B

23-AE-301

A

23-AE-301 UV

T.O. MASONRY 1

544'-8"

8'-8" 3'-4"

8'-8" 3'-4"

5'-0" 3'-6"

2'-0" 16'-8"

12'-0"

6'-8"

10" 1'-4"4

30'-8"

E101

ELEVATION LEGEND

WINDOW TAG; REF. AP601

PATTERN - A

DESIGN OPTION 1: GFRC PANEL SYSTEM W/ CAST REVEALS

DESIGN OPTION 2: EIFS SYSTEM WITH ROUTED REVEALS

A

PATTERN - B

DESIGN OPTION 1: GFRC PANEL SYSTEM W/ CAST REVEALS

DESIGN OPTION 2: EIFS SYSTEM W/ ROUTED REVEALS

ALUMINUM STOREFRONT SYSTEM, CLEAR ANODIZED FINISH,

REF SHEET: AP-601

EMERGENCY OVERFLOW SCUPPER

GLASS FIBER REINFORCED CONCRETE PANELS ON 8"

REINFORCED CMU WALL

PREFINISHED METAL PARAPET CAP, MATCH PARAPET CAP

FINISH @ EXISTING ADJACENT BUILDINGS

PREFINISHED METAL THROUGH-WALL SCUPPER & DOWNSPOUT

W/ SPLASH-BLOCK

ENTRY CANOPY, METAL PANEL FASCIA ON METAL FRAMING,

ROOF SYSTEM SIMILAR TO MAIN-BUILDING ASSEMBLY

EXISTING BUILDING

GFRC PANEL MAJOR BREAK/REVEAL

CONCRETE RETAINING WALL & CONTROL JOINT LAYOUT AS

SHOWN, HAND-RUBBED FINISH

BUILDIN…