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Demolish Sextro Warehouse, John Cochran 657-CSI-603
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36C25518R0485
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SCALE:

N

LEVEL 1B PLAN

1/32"=1'-0"

SD0.1

590'-3"

7'-

0"

SCALE:

N

LEVEL 1A PLAN

1/32"=1'-0"

SD0.1

483'-6"

9'-

0"

12345678910111213141518192021222324252627282930313233 16173435

SCALE:

ELEVATION

1/64"=1'-0"

SD0.1

LEVEL 1A

LEVEL 1B

NOTES:

- 1A

- 1B

ST. LOUIS, MO

Drawing Number

Project Number

Date

Project Title

Building Number

Location

Checked Drawn

Approved: Project Director

Drawing Title

VASTLHCS DEMOLISH

SEXTRO WAREHOUSE

JOHN COCHRAN DIVISION

657-CSI-603JC

Dwg.

CONSULTANTS: PRIME CONSULTANT:

ARCHITECT: CIVIL ENGINEER: LAND SURVEYING: ELECTRICAL ENGINEER:

HJC NJD

BUILDING #30 EXISTING CONSTRUCTION:

1. EXISTING BUILDING INCLUDES ORIGINAL WAREHOUSE STRUCTURE WITH MULTIPLE

ADDITIONS.

2. FOUNDATIONS - CONCRETE ASSUMED TO BE CONTINUOUS STRIP FOOTINGS UNDER

EXTERIOR MASONRY WALLS (1' x 3' WIDE) AND SPREAD FOOTINGS UNDER INTERIOR COLUMNS (1.5' x 5' x 5'). SOME INTERIOR WALLS WERE PREVIOUSLY EXTERIOR WALLS AND

ARE ASSUMED TO HAVE CONTINUOUS STRIP FOOTINGS.

3. EXTERIOR PERIMETER WALLS - MASONRY BLOCK WALLS OR MULTI-WYTHE BRICK WITH

PARAPETS

4. INTERIOR PARTITION WALLS - CONCRETE, CONCRETE BLOCK, LIGHT GAGE STEEL STUDS,

OR WOOD STUDS

5. ALL DIMENSIONS SHOWN ON DEMOLITION PLANS ARE APPROXIMATE. CONTRACTOR SHALL

FIELD VERIFY ALL DIMENSIONS.

OVERALL STRUCTURAL

DEMOLITION PLAN

BID ALTERNATE #1:

PROVIDE BID ALTERNATE FOR DEMOLITION

WITHOUT REMOVAL OF EXISTING WALL

AND COLUMN FOOTINGS.

04/25/2018

LEVEL 1A DEMOLITION PLAN

3/32"=1'-0"

SD1.1

123456789101112131415

H

G

F

E

D

C

B

A

555 5

5 5

DEMO CONC.

COL. TYP.

LOADING DOCK

TO BE REMOVED

MATCH LINE, SEE

DETAIL 1/SD1.2

STEEL PLATFORM &

FRAME TO BE REMOVED

BUILDING #30 EXISTING CONSTRUCTION:

FOUNDATION:

- CONCRETE (ASSUMED TO BE CONTINUOUS STRIP FOOTINGS (1'x3' WIDE) FOR MASONRY WALLS AND SPREAD FOOTINGS (1.5'x5'x5')

FOR COLUMNS.

FRAMING:

- CONCRETE FRAME AND FLOORS (MAJORITY)

- STRUCTURAL STEEL FRAME AND CONCRETE FLOOR/METAL DECK

- WOOD FRAME AND FLOOR/DECK

EXTERIOR WALLS:

- MULTI-WYTHE BRICK

- CMU BLOCK

INTERIOR PARTITIONS:

- DRYWALL ON STEEL STUDS (MAJORITY)

- DRYWALL ON WOOD STUDS

- MULTI-WYTHE BRICK (PREVIOUS EXTERIOR WALLS)

- CMU BLOCK (PREVIOUS EXTERIOR WALLS)

KEYED NOTES - DEMOLITION:

1. REMOVE EXISTING BRICK AND CMU WALLS AND CONCRETE FOOTINGS.

2. REMOVE EXISTING CONCRETE FOUNDATION, FRAMING, AND FLOOR SLAB.

3. REMOVE EXISTING STEEL FRAMING AND METAL DECK.

4. REMOVE EXISTING WOOD FRAMING AND DECK.

5. REMOVE EXISTING PARTITION WALL.

6. REMOVE EXISTING CONCRETE, BRICK AND CMU INTERIOR WALLS.

7. SEVERELY DETERIORATED/LOOSE-FLAKING LEAD BASED PAINT ON ALL

BRICK/CONCRETE SURFACES TO BE SEPARATED FROM SUBSTRATE PRIOR TO

DEMOLITION; SEE SHEET HA-08 & HA-09 FOR DETAILS.

GENERAL NOTES - DEMOLITION:

1. CATEGORY-I NON-FRIABLE ASBESTOS CONTAINING ROOFING MATERIALS TO BE

REMOVED & DISPOSED AS GENERAL CONSTRUCTION/DEMOLITION WASTE

DURING DEMOLITION PROCESS USING APPROPRIATE MEANS/METHODS TO

MAINTAIN AS NON-FRIABLE MATERIALS. CONTRACTOR RESPONSIBLE FOR

DEMONSTRATING COMPLAINCE WITH APPLICABLE OSHA REGULATIONS. THESE

MATERIALS INCLUDE:

A. 15,000 SQFT OF BLACK ACM TAR (USED ALONG FRAMING) ON ROOF

SKYLIGHT WINDOWS FOUND AT 3632-3650 WINDSOR PLACE

B. 1,300 LF BLACK ACM TAR/ADHESIVE UNDER CAPSTONES OF PARAPET

WALL ON ROOF OF 3632-3650 WINDSOR PLACE

C. 500 LF SILVER ACM FLASHING ALONG BASE OF ROOF SKYLIGHTS AT

3632-3642 WINDSOR PLACE.

D. 38,000 SQFT MULTILAYERED BLACK ACM ASPHALTIC MEMBRANE ATOP

ANGLED SKYLIGHT ROOFING SYSTEMS OF 3632-3650 WINDSOR PLACE.

E. 1,000 LF BLACK ACM FLASHING AT BASE OF ROOFING PENETRATIONS AT

3732-3740 WINDSOR PLACE.

2. CONTRACTOR TO CONTROL GENERATION OF VISIBLE DUST THROUGH WET

MEANS DURING ALL DEMOLITION OPERATIONS SUCH THAT VISIBLE EMISSIONS

DO NOT LEAVE SITE; OWNER REPRESENTATIVE TO CONDUCT VISUAL

INSPECTIONS AND PERIMETER AIR MONITORING TO VERIFY AS NEEDED.

3. CONTRACTOR RESPONSIBLE FOR DETERMINING WASTE CHARACTERIZATION

STATUS FOR ALL DEMOLITION WASTE MATERIALS PRIOR TO LEAVING SITE.

GENERATION OF HAZARDOUS WASTES, IF APPLICABLE, MUST BE COORDINATED

THROUGH OWNER REPRESENTATIVE PRIOR TO DISPOSAL.

BUILDING #30 KEY PLAN

ST. LOUIS, MO

Drawing Number

Project Number

Date

Project Title

Building Number

Location

Checked Drawn

Approved: Project Director

Drawing Title

VASTLHCS DEMOLISH

SEXTRO WAREHOUSE

JOHN COCHRAN DIVISION

657-CSI-603JC

Dwg.

CONSULTANTS: PRIME CONSULTANT:

ARCHITECT: CIVIL ENGINEER: LAND SURVEYING: ELECTRICAL ENGINEER:

HJC NJD

STRUCTURAL DEMOLITION PLAN

LEVEL 1A DEMOLITION PLAN

3/32"=1'-0"

SD1.2

1819202122 161722.1

H

G

F

E

D

C

B

A

DEMO CONC.

COL. TYP.

MATCH LINE, SEE

DETAIL 1/SD1.1

MASONRY

CHIMNEY w/

STEEL STACK

ABOVE ROOF TO

BE REMOVED

LOADING DOCK

& CANOPY TO

BE REMOVED

BUILDING #30 KEY PLAN

BUILDING #30 EXISTING CONSTRUCTION:

FOUNDATION:

- CONCRETE (ASSUMED TO BE CONTINUOUS STRIP FOOTINGS (1'x3' WIDE) FOR MASONRY WALLS AND SPREAD FOOTINGS (1.5'x5'x5')

FOR COLUMNS.

FRAMING:

- CONCRETE FRAME AND FLOORS (MAJORITY)

- STRUCTURAL STEEL FRAME AND CONCRETE FLOOR/METAL DECK

- WOOD FRAME AND FLOOR/DECK

EXTERIOR WALLS:

- MULTI-WYTHE BRICK

- CMU BLOCK

INTERIOR PARTITIONS:

- DRYWALL ON STEEL STUDS (MAJORITY)

- DRYWALL ON WOOD STUDS

- MULTI-WYTHE BRICK (PREVIOUS EXTERIOR WALLS)

- CMU BLOCK (PREVIOUS EXTERIOR WALLS)

KEYED NOTES - DEMOLITION:

1. REMOVE EXISTING BRICK AND CMU WALLS AND CONCRETE FOOTINGS.

2. REMOVE EXISTING CONCRETE FOUNDATION, FRAMING, AND FLOOR SLAB.

3. REMOVE EXISTING STEEL FRAMING AND METAL DECK.

4. REMOVE EXISTING WOOD FRAMING AND DECK.

5. REMOVE EXISTING PARTITION WALL.

6. REMOVE EXISTING CONCRETE, BRICK AND CMU INTERIOR WALLS.

7. SEVERELY DETERIORATED/LOOSE-FLAKING LEAD BASED PAINT ON ALL

BRICK/CONCRETE SURFACES TO BE SEPARATED FROM SUBSTRATE PRIOR TO

DEMOLITION; SEE SHEET HA-08 & HA-09 FOR DETAILS.

GENERAL NOTES - DEMOLITION:

1. CATEGORY-I NON-FRIABLE ASBESTOS CONTAINING ROOFING MATERIALS TO BE

REMOVED & DISPOSED AS GENERAL CONSTRUCTION/DEMOLITION WASTE

DURING DEMOLITION PROCESS USING APPROPRIATE MEANS/METHODS TO

MAINTAIN AS NON-FRIABLE MATERIALS. CONTRACTOR RESPONSIBLE FOR

DEMONSTRATING COMPLAINCE WITH APPLICABLE OSHA REGULATIONS. THESE

MATERIALS INCLUDE:

A. 15,000 SQFT OF BLACK ACM TAR (USED ALONG FRAMING) ON ROOF

SKYLIGHT WINDOWS FOUND AT 3632-3650 WINDSOR PLACE

B. 1,300 LF BLACK ACM TAR/ADHESIVE UNDER CAPSTONES OF PARAPET

WALL ON ROOF OF 3632-3650 WINDSOR PLACE

C. 500 LF SILVER ACM FLASHING ALONG BASE OF ROOF SKYLIGHTS AT

3632-3642 WINDSOR PLACE.

D. 38,000 SQFT MULTILAYERED BLACK ACM ASPHALTIC MEMBRANE ATOP

ANGLED SKYLIGHT ROOFING SYSTEMS OF 3632-3650 WINDSOR PLACE.

E. 1,000 LF BLACK ACM FLASHING AT BASE OF ROOFING PENETRATIONS AT

3732-3740 WINDSOR PLACE.

2. CONTRACTOR TO CONTROL GENERATION OF VISIBLE DUST THROUGH WET

MEANS DURING ALL DEMOLITION OPERATIONS SUCH THAT VISIBLE EMISSIONS

DO NOT LEAVE SITE; OWNER REPRESENTATIVE TO CONDUCT VISUAL

INSPECTIONS AND PERIMETER AIR MONITORING TO VERIFY AS NEEDED.

3. CONTRACTOR RESPONSIBLE FOR DETERMINING WASTE CHARACTERIZATION

STATUS FOR ALL DEMOLITION WASTE MATERIALS PRIOR TO LEAVING SITE.

GENERATION OF HAZARDOUS WASTES, IF APPLICABLE, MUST BE COORDINATED

THROUGH OWNER REPRESENTATIVE PRIOR TO DISPOSAL.

ST. LOUIS, MO

Drawing Number

Project Number

Date

Project Title

Building Number

Location

Checked Drawn

Approved: Project Director

Drawing Title

VASTLHCS DEMOLISH

SEXTRO WAREHOUSE

JOHN COCHRAN DIVISION

657-CSI-603JC

Dwg.

CONSULTANTS: PRIME CONSULTANT:

ARCHITECT: CIVIL ENGINEER: LAND SURVEYING: ELECTRICAL ENGINEER:

HJC NJD

STRUCTURAL DEMOLITION PLAN

LEVEL 1B DEMOLITION PLAN

3/32"=1'-0"

SD1.3

H

G

F

E

D

C

B

A

1819202122 17

DEMO CONC.

COL. TYP.

DEMO STEEL

COL. TYP.

5 5

BASEMENT AREA

6 6

COAL CHUTE AREA

MATCH LINE, SEE

DETAIL 1/SD1.4

EXIST. CONC. WALL

TO REMAIN

MASONRY CHIMNEY

w/ STEEL STACK

ABOVE ROOF LEVEL

TO BE REMOVED

BUILDING #30 EXISTING CONSTRUCTION:

FOUNDATION:

- CONCRETE (ASSUMED TO BE CONTINUOUS STRIP FOOTINGS (1'x3' WIDE) FOR MASONRY WALLS AND SPREAD FOOTINGS (1.5'x5'x5')

FOR COLUMNS.

FRAMING:

- CONCRETE FRAME AND FLOORS (MAJORITY)

- STRUCTURAL STEEL FRAME AND CONCRETE FLOOR/METAL DECK

- WOOD FRAME AND FLOOR/DECK

EXTERIOR WALLS:

- MULTI-WYTHE BRICK

- CMU BLOCK

INTERIOR PARTITIONS:

- DRYWALL ON STEEL STUDS (MAJORITY)

- DRYWALL ON WOOD STUDS

- MULTI-WYTHE BRICK (PREVIOUS EXTERIOR WALLS)

- CMU BLOCK (PREVIOUS EXTERIOR WALLS)

KEYED NOTES - DEMOLITION:

1. REMOVE EXISTING BRICK AND CMU WALLS AND CONCRETE FOOTINGS.

2. REMOVE EXISTING CONCRETE FOUNDATION, FRAMING, AND FLOOR SLAB.

3. REMOVE EXISTING STEEL FRAMING AND METAL DECK.

4. REMOVE EXISTING WOOD FRAMING AND DECK.

5. REMOVE EXISTING PARTITION WALL.

6. REMOVE EXISTING CONCRETE, BRICK AND CMU INTERIOR WALLS.

7. SEVERELY DETERIORATED/LOOSE-FLAKING LEAD BASED PAINT ON ALL

BRICK/CONCRETE SURFACES TO BE SEPARATED FROM SUBSTRATE PRIOR TO

DEMOLITION; SEE SHEET HA-08 & HA-09 FOR DETAILS.

GENERAL NOTES - DEMOLITION:

1. CATEGORY-I NON-FRIABLE ASBESTOS CONTAINING ROOFING MATERIALS TO BE

REMOVED & DISPOSED AS GENERAL CONSTRUCTION/DEMOLITION WASTE

DURING DEMOLITION PROCESS USING APPROPRIATE MEANS/METHODS TO

MAINTAIN AS NON-FRIABLE MATERIALS. CONTRACTOR RESPONSIBLE FOR

DEMONSTRATING COMPLAINCE WITH APPLICABLE OSHA REGULATIONS. THESE

MATERIALS INCLUDE:

A. 15,000 SQFT OF BLACK ACM TAR (USED ALONG FRAMING) ON ROOF

SKYLIGHT WINDOWS FOUND AT 3632-3650 WINDSOR PLACE

B. 1,300 LF BLACK ACM TAR/ADHESIVE UNDER CAPSTONES OF PARAPET

WALL ON ROOF OF 3632-3650 WINDSOR PLACE

C. 500 LF SILVER ACM FLASHING ALONG BASE OF ROOF SKYLIGHTS AT

3632-3642 WINDSOR PLACE.

D. 38,000 SQFT MULTILAYERED BLACK ACM ASPHALTIC MEMBRANE ATOP

ANGLED SKYLIGHT ROOFING SYSTEMS OF 3632-3650 WINDSOR PLACE.

E. 1,000 LF BLACK ACM FLASHING AT BASE OF ROOFING PENETRATIONS AT

3732-3740 WINDSOR PLACE.

2. CONTRACTOR TO CONTROL GENERATION OF VISIBLE DUST THROUGH WET

MEANS DURING ALL DEMOLITION OPERATIONS SUCH THAT VISIBLE EMISSIONS

DO NOT LEAVE SITE; OWNER REPRESENTATIVE TO CONDUCT VISUAL

INSPECTIONS AND PERIMETER AIR MONITORING TO VERIFY AS NEEDED.

3. CONTRACTOR RESPONSIBLE FOR DETERMINING WASTE CHARACTERIZATION

STATUS FOR ALL DEMOLITION WASTE MATERIALS PRIOR TO LEAVING SITE.

GENERATION OF HAZARDOUS WASTES, IF APPLICABLE, MUST BE COORDINATED

THROUGH OWNER REPRESENTATIVE PRIOR TO DISPOSAL.

ST. LOUIS, MO

Drawing Number

Project Number

Date

Project Title

Building Number

Location

Checked Drawn

Approved: Project Director

Drawing Title

VASTLHCS DEMOLISH

SEXTRO WAREHOUSE

JOHN COCHRAN DIVISION

657-CSI-603JC

Dwg.

CONSULTANTS: PRIME CONSULTANT:

ARCHITECT: CIVIL ENGINEER: LAND SURVEYING: ELECTRICAL ENGINEER:

HJC NJD

STRUCTURAL DEMOLITION PLAN

3/32"=1'-0"

SD1.4

J

K

I

23242526272829

K.1

I.1

22.1

DEMO STEEL

COL. TYP.

MATCH LINE, SEE

DETAIL 1/SD1.5

MATCH LINE, SEE

DETAIL 1/SD1.3

LOADING DOCK

TO BE REMOVED

BUILDING #30 EXISTING CONSTRUCTION:

FOUNDATION:

- CONCRETE (ASSUMED TO BE CONTINUOUS STRIP FOOTINGS (1'x3' WIDE) FOR MASONRY WALLS AND SPREAD FOOTINGS (1.5'x5'x5')

FOR COLUMNS.

FRAMING:

- CONCRETE FRAME AND FLOORS (MAJORITY)

- STRUCTURAL STEEL FRAME AND CONCRETE FLOOR/METAL DECK

- WOOD FRAME AND FLOOR/DECK

EXTERIOR WALLS:

- MULTI-WYTHE BRICK

- CMU BLOCK

INTERIOR PARTITIONS:

- DRYWALL ON STEEL STUDS (MAJORITY)

- DRYWALL ON WOOD STUDS

- MULTI-WYTHE BRICK (PREVIOUS EXTERIOR WALLS)

- CMU BLOCK (PREVIOUS EXTERIOR WALLS)

KEYED NOTES - DEMOLITION:

1. REMOVE EXISTING BRICK AND CMU WALLS AND CONCRETE FOOTINGS.

2. REMOVE EXISTING CONCRETE FOUNDATION, FRAMING, AND FLOOR SLAB.

3. REMOVE EXISTING STEEL FRAMING AND METAL DECK.

4. REMOVE EXISTING WOOD FRAMING AND DECK.

5. REMOVE EXISTING PARTITION WALL.

6. REMOVE EXISTING CONCRETE, BRICK AND CMU INTERIOR WALLS.

7. SEVERELY DETERIORATED/LOOSE-FLAKING LEAD BASED PAINT ON ALL

BRICK/CONCRETE SURFACES TO BE SEPARATED FROM SUBSTRATE PRIOR TO

DEMOLITION; SEE SHEET HA-08 & HA-09 FOR DETAILS.

GENERAL NOTES - DEMOLITION:

1. CATEGORY-I NON-FRIABLE ASBESTOS CONTAINING ROOFING MATERIALS TO BE

REMOVED & DISPOSED AS GENERAL CONSTRUCTION/DEMOLITION WASTE

DURING DEMOLITION PROCESS USING APPROPRIATE MEANS/METHODS TO

MAINTAIN AS NON-FRIABLE MATERIALS. CONTRACTOR RESPONSIBLE FOR

DEMONSTRATING COMPLAINCE WITH APPLICABLE OSHA REGULATIONS. THESE

MATERIALS INCLUDE:

A. 15,000 SQFT OF BLACK ACM TAR (USED ALONG FRAMING) ON ROOF

SKYLIGHT WINDOWS FOUND AT 3632-3650 WINDSOR PLACE

B. 1,300 LF BLACK ACM TAR/ADHESIVE UNDER CAPSTONES OF PARAPET

WALL ON ROOF OF 3632-3650 WINDSOR PLACE

C. 500 LF SILVER ACM FLASHING ALONG BASE OF ROOF SKYLIGHTS AT

3632-3642 WINDSOR PLACE.

D. 38,000 SQFT MULTILAYERED BLACK ACM ASPHALTIC MEMBRANE ATOP

ANGLED SKYLIGHT ROOFING SYSTEMS OF 3632-3650 WINDSOR PLACE.

E. 1,000 LF BLACK ACM FLASHING AT BASE OF ROOFING PENETRATIONS AT

3732-3740 WINDSOR PLACE.

2. CONTRACTOR TO CONTROL GENERATION OF VISIBLE DUST THROUGH WET

MEANS DURING ALL DEMOLITION OPERATIONS SUCH THAT VISIBLE EMISSIONS

DO NOT LEAVE SITE; OWNER REPRESENTATIVE TO CONDUCT VISUAL

INSPECTIONS AND PERIMETER AIR MONITORING TO VERIFY AS NEEDED.

3. CONTRACTOR RESPONSIBLE FOR DETERMINING WASTE CHARACTERIZATION

STATUS FOR ALL DEMOLITION WASTE MATERIALS PRIOR TO LEAVING SITE.

GENERATION OF HAZARDOUS WASTES, IF APPLICABLE, MUST BE COORDINATED

THROUGH OWNER REPRESENTATIVE PRIOR TO DISPOSAL.

ST. LOUIS, MO

Drawing Number

Project Number

Date

Project Title

Building Number

Location

Checked Drawn

Approved: Project Director

Drawing Title

VASTLHCS DEMOLISH

SEXTRO WAREHOUSE

JOHN COCHRAN DIVISION

657-CSI-603JC

Dwg.

CONSULTANTS: PRIME CONSULTANT:

ARCHITECT: CIVIL ENGINEER: LAND SURVEYING: ELECTRICAL ENGINEER:

HJC NJD

STRUCTURAL DEMOLITION PLAN

3/32"=1'-0"

SD1.5

303132

T

S

R

Q

P

O

N

M

L

V

L

N

O

M

O.1

29.1

3 4

5 6

6 1

DEMO STEEL

COL. TYP.

DEMO WOOD

COL. TYP.

MATCH LINE, SEE

DETAIL 1/SD1.4

LOADING DOCK

TO BE REMOVED

DEMO WOOD

COL. TYP.

DEMO EXIST. EXTERIOR

STEEL FRAME TYP.

BUILDING #30 KEY PLAN

BUILDING #30 EXISTING CONSTRUCTION:

FOUNDATION:

- CONCRETE (ASSUMED TO BE CONTINUOUS STRIP FOOTINGS (1'x3' WIDE) FOR MASONRY WALLS AND SPREAD FOOTINGS (1.5'x5'x5')

FOR COLUMNS.

FRAMING:

- CONCRETE FRAME AND FLOORS (MAJORITY)

- STRUCTURAL STEEL FRAME AND CONCRETE FLOOR/METAL DECK

- WOOD FRAME AND FLOOR/DECK

EXTERIOR WALLS:

- MULTI-WYTHE BRICK

- CMU BLOCK

INTERIOR PARTITIONS:

- DRYWALL ON STEEL STUDS (MAJORITY)

- DRYWALL ON WOOD STUDS

- MULTI-WYTHE BRICK (PREVIOUS EXTERIOR WALLS)

- CMU BLOCK (PREVIOUS EXTERIOR WALLS)

KEYED NOTES - DEMOLITION:

1. REMOVE EXISTING BRICK AND CMU WALLS AND CONCRETE FOOTINGS.

2. REMOVE EXISTING CONCRETE FOUNDATION, FRAMING, AND FLOOR SLAB.

3. REMOVE EXISTING STEEL FRAMING AND METAL DECK.

4. REMOVE EXISTING WOOD FRAMING AND DECK.

5. REMOVE EXISTING PARTITION WALL.

6. REMOVE EXISTING CONCRETE, BRICK AND CMU INTERIOR WALLS.

7. SEVERELY DETERIORATED/LOOSE-FLAKING LEAD BASED PAINT ON ALL

BRICK/CONCRETE SURFACES TO BE SEPARATED FROM SUBSTRATE PRIOR TO

DEMOLITION; SEE SHEET HA-08 & HA-09 FOR DETAILS.

GENERAL NOTES - DEMOLITION:

1. CATEGORY-I NON-FRIABLE ASBESTOS CONTAINING ROOFING MATERIALS TO BE

REMOVED & DISPOSED AS GENERAL CONSTRUCTION/DEMOLITION WASTE

DURING DEMOLITION PROCESS USING APPROPRIATE MEANS/METHODS TO

MAINTAIN AS NON-FRIABLE MATERIALS. CONTRACTOR RESPONSIBLE FOR

DEMONSTRATING COMPLAINCE WITH APPLICABLE OSHA REGULATIONS. THESE

MATERIALS INCLUDE:

A. 15,000 SQFT OF BLACK ACM TAR (USED ALONG FRAMING) ON ROOF

SKYLIGHT WINDOWS FOUND AT 3632-3650 WINDSOR PLACE

B. 1,300 LF BLACK ACM TAR/ADHESIVE UNDER CAPSTONES OF PARAPET

WALL ON ROOF OF 3632-3650 WINDSOR PLACE

C. 500 LF SILVER ACM FLASHING ALONG BASE OF ROOF SKYLIGHTS AT

3632-3642 WINDSOR PLACE.

D. 38,000 SQFT MULTILAYERED BLACK ACM ASPHALTIC MEMBRANE ATOP

ANGLED SKYLIGHT ROOFING SYSTEMS OF 3632-3650 WINDSOR PLACE.

E. 1,000 LF BLACK ACM FLASHING AT BASE OF ROOFING PENETRATIONS AT

3732-3740 WINDSOR PLACE.

2. CONTRACTOR TO CONTROL GENERATION OF VISIBLE DUST THROUGH WET

MEANS DURING ALL DEMOLITION OPERATIONS SUCH THAT VISIBLE EMISSIONS

DO NOT LEAVE SITE; OWNER REPRESENTATIVE TO CONDUCT VISUAL

INSPECTIONS AND PERIMETER AIR MONITORING TO VERIFY AS NEEDED.

3. CONTRACTOR RESPONSIBLE FOR DETERMINING WASTE CHARACTERIZATION

STATUS FOR ALL DEMOLITION WASTE MATERIALS PRIOR TO LEAVING SITE.

GENERATION OF HAZARDOUS WASTES, IF APPLICABLE, MUST BE COORDINATED

THROUGH OWNER REPRESENTATIVE PRIOR TO DISPOSAL.

ST. LOUIS, MO

Drawing Number

Project Number

Date

Project Title

Building Number

Location

Checked Drawn

Approved: Project Director

Drawing Title

VASTLHCS DEMOLISH

SEXTRO WAREHOUSE

JOHN COCHRAN DIVISION

657-CSI-603JC

Dwg.

CONSULTANTS: PRIME CONSULTANT:

ARCHITECT: CIVIL ENGINEER: LAND SURVEYING:

04/25/2018

ELECTRICAL ENGINEER:

HJC NJD

STRUCTURAL DEMOLITION PLAN

_01_65~1
_02_65~1
1 HA-01
Sheets and Views
1 HA-01
PLOT
2 HA-02
Sheets and Views
2 HA-02
3 HA-03
Sheets and Views
3 HA-03
PLOT
4 HA-04
Sheets and Views
4 HA-04
5 HA-05
Sheets and Views
5 HA-05
6 HA-06
Sheets and Views
6 HA-06
PLOT
7 HA-07
Sheets and Views
7 HA-07
8 HA-08
Sheets and Views
8 HA-08
PLOT
9 HA-09
Sheets and Views
9 HA-09
_03_65~1
12_657-CSI-603JC C0.1
13_657-CSI-603JC C0.2
14_657-CSI-603JC C1.1
15_657-CSI-603JC C2.1
16_657-CSI-603JC C3.1
17_657-CSI-603JC C3.1A
18_657-CSI-603JC C3.2
19_657-CSI-603JC C3.3
20_657-CSI-603JC C3.4
21_657-CSI-603JC C3.5
22_657-CSI-603JC C3.6
23_657-CSI-603JC C3.7
24_657-CSI-603JC C3.8
25_657-CSI-603JC C4.1
26_657-CSI-603JC C4.2
27_657-CSI-603JC C4.3
28_657-CSI-603JC C4.4
29_657-CSI-603JC C5.1
30_657-CSI-603JC C5.2
31_657-CSI-603JC C5.3
32_657-CSI-603JC C6.1
33_657-CSI-603JC C7.1
34_657-CSI-603JC C8.1
35_657-CSI-603JC C8.2
_04_65~1
36_657-CSI-603JC SD0.1
37_657-CSI-603JC SD1.1
38_657-CSI-603JC SD1.2
39_657-CSI-603JC SD1.3
40_657-CSI-603JC SD1.4
41_657-CSI-603JC SD1.5
_05_65~1
Sheets
30-AD-001 - DEMOLITION SITE PLAN
30-AD-002 - LEVEL 1A DEMOLITION PLAN
30-AD-003 - LEVEL 1B DEMOLITION PLAN
30-AD-004 - DEMO ELEVATIONS
_06_VA~1
46_30-ES000-Electrical Legend
47_30-ED101-Electrical Site Demolition Plan
48_30-ES101-Electrical Site Plan
49_30-ES501-Electrical Details
50_30-ES601-Electrical One-Line Diagram
_07_VA~1
51_30-TS000-Technology Legend
52_30-TS101-Technology Site Plan
53_30-TS501-Technology Details
54_30-TS601-Technology Riser Diagrams

File details come from the government source that posted it.