2 Struct BD.pdf

GENERAL NOTES:

1. THE STRUCTURE IS DESIGNED AS A STABLE UNIT AFTER ALL COMPONENT

PARTS ARE IN PLACE. THEREFORE, THE CONTRACTOR/ERECTOR SHALL

PROVIDE ALL NECESSARY SHORING AND BRACING AS REQUIRED TO ENSURE

STABILITY DURING RENOVATION.

2. WHEN A DETAIL IS SHOWN ON THE STRUCTURAL DRAWINGS FOR ONE

CONDITION, IT SHALL APPLY TO ALL SIMILAR OR LIKE CONDITIONS, UNLESS

NOTED OR SHOWN OTHERWISE ON THE DRAWINGS.

3. CONTRACTOR SHALL FULLY COORDINATE ALL DISCIPLINE DRAWINGS

(INCLUDING DIMENSIONS AND ELEVATIONS) AND SHALL FULLY RESOLVE ANY

CONFLICTS PRIOR TO COMMENCING WORK.

4. FABRICATION DRAWINGS SHALL NOT BE REPRODUCTION OF STRUCTURAL

CONTRACT DRAWINGS.

5. MISCELLANEOUS STRUCTURAL ITEMS, CONDITIONS OR PIECES OF STEEL MAY

BE SHOWN ON ARCHITECTURAL DRAWINGS.

6. CONTRACTOR SHALL CONSULT GOVERNMENT FOR DIRECTION SHOULD

UNCHARTED OR INCORRECTLY CHARTED BRACING, PIPING, OR OTHER

UTILITIES BE ENCOUNTERED DURING RENOVATION.

7. PER H-18-8, THE ATTACHMENTS FOR NONSTRUCTURAL COMPONENTS AND

PERMANENT EQUIPMENT WITHIN EXISTING STRUCTURES SHALL FOLLOW THE

REQUIREMENTS OF ASCE 41, CHAPTER 13.

8. DESIGN CRITERIA:

A: FLOOR LIVE LOADS:

ADMINISTRATIVE SERVICES

CLINICAL AND SUPPORT SERVICES

CORRIDOR AND LOBBY

B: SEISMIC LOADS:

a. VA FACILITY CLASSIFICATION:

b. RISK CATEGORY:

c. SEISMIC IMPORTANCE FACTOR:

d. COMPONENT IMPORTANCE FACTOR:

e. COMPONENT AMPLIFICATION FACTOR:

f. COMPONENT RESPONSE

MODIFICATION FACTOR:

g. MAPPED SPECTRAL

RESPONSE ACCELERATIONS:

h. SITE CLASS:

j. ASCE 41 SEISMIC HAZARD LEVEL:

k. DESIGN SPECTRAL

RESPONSE ACCELERATIONS:

m. SEISMIC DESIGN CATEGORY:

80 PSF

80 PSF

100 PSF

CRITICAL

IV

Ie = 1.50 Ip = 1.50 ap = 1.0 (FOR NONSTRUCTURAL WALLS)

Rp = 1.5 (FOR NONSTRUCTURAL WALLS)

SS = 0.474

S1 = 0.167 D

BSE-2N

SDS = 0.449

SD1 = 0.252

D

DESIGN REFERENCES:

ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL

CONCRETE

AISC 325-17 STEEL CONSTRUCTION MANUAL, 15TH EDITION

AISC 360-16 SPECIFICATION FOR STRUCTURAL STEEL

BUILDINGS

ASCE/SEI 7-16 MINIMUM DESIGN LOADS FOR BUILDINGS AND

OTHER STRUCTURES

ASCE/SEI 41-17 SEISMIC EVALUATION AND RETROFIT OF EXISTING

STRUCTURES

RP-8 STANDARDS OF SEISMIC SAFETY FOR EXISTING

FEDERALLY OWNED AND LEASED BUILDINGS

IBC 2018 INTERNATIONAL BUILDING CODE, 2018 EDITION

IEBC 2018 INTERNATIONAL EXISTING BUILDING CODE, 2018

EDITION

H-18-8 VA SEISMIC DESIGN REQUIREMENTS, 2020

VA GUIDE STRUCTURAL DESIGN MANUAL FOR HOSPITAL PROJECTS,

DEPARTMENT OF VETERANS AFFAIRS, FEBRUARY 2014

TMS 402/602-16 BUILDING CODE REQUIREMENTS AND SPECIFICATION FOR

MASONRY STRUCTURES

STRUCTURAL STEEL:

1. 3/4" DIAMETER ASTM F3125, GRADE A325 BOLTS SHALL BE USED IN ALL STRUCTURAL

STEEL BOLTED CONNECTIONS UNLESS NOTED OTHERWISE. TIGHTEN BOLTS TO

TENSION REQUIRED BY AISC.

2. ANCHOR RODS SHALL BE ASTM F1554, Gr. 36, THREADED ON EACH END, WITH HEAVY

HEX NUT AND WASHER AT EACH END UNLESS OTHERWISE NOTED. MINIMUM ANCHOR

ROD LENGTH AND DIAMETER SHALL BE SPECIFIED.

3. ALL WELDED CONSTRUCTION SHALL BE IN ACCORDANCE WITH AWS D1.1 AND AISC.

4. WELDING SHALL BE PERFORMED ONLY BY OPERATORS QUALIFIED BY THE AWS

STANDARD QUALIFICATION PROCEDURE TO PERFORM THE PARTICULAR TYPE OF

WORK REQUIRED.

5. NO SPLICES IN STRUCTURAL FRAMING MEMBERS ARE PERMITTED EXCEPT AS

INDICATED OR APPROVED.

6. STRUCTURAL STEEL SHALL BE AS FOLLOWS:

a. PLATES, ANGLES, CHANNELS, MISC. STEEL ASTM A36

b. HSS TUBE SECTIONS ASTM A1085, GRADE A

POST-INSTALLED ANCHORS:

1. THE PRODUCTS LISTED IN THIS SECTION ARE EXAMPLES OF APPROVED PRODUCTS BASED ON

THE REQUIREMENTS OF ACI 318-14 CHAPTER 17 AND ICC EVALUATION REPORTS. SUBSTITUTION

REQUESTS FOR PRODUCTS OTHER THAN THOSE LISTED BELOW MAY BE SUBMITTED BY THE

CONTRACTOR TO THE E.O.R. FOR REVIEW. SUBSTITUTIONS WILL ONLY BE CONSIDERED FOR

PRODUCTS HAVING A RESEARCH REPORT RECOGNIZING THE PRODUCT FOR THE APPROPRIATE

APPLICATION UNDER THE PROJECT BUILDING CODE.

2. INSTALL PRODUCTS IN ACCORDANCE WITH THE MANUFACTURER'S PRINTED INSTALLATION

INSTRUCTIONS (MPII). CONTRACTOR SHALL CONTACT MANUFACTURER'S REPRESENTATIVE FOR

PRODUCT INSTALLATION TRAINING.

3. SUBSTITUTION REQUESTS SHALL INCLUDE CALCULATIONS THAT DEMONSTRATE THE

SUBSTITUTED PRODUCT IS CAPABLE OF ACHIEVING THE EQUIVALENT PERFORMANCE VALUES

OF THE DESIGN BASIS PRODUCT.

4. ANCHORING INTO CONCRETE:

a. MECHANICAL ANCHORS SHALL HAVE BEEN TESTED IN ACCORDANCE WITH ACI 355.2

AND ICC-ES AC193 FOR CRACKED CONCRETE AND SEISMIC APPLICATIONS. PRE-

APPROVED PRODUCTS INCLUDE:

1. SIMPSON STRONG-TIE "TITEN-HD" (ICC-ES ESR-2713)

1151 Kildaire Farm Rd.

Suite 120 Raleigh, NC 27511 www.acg-pa.com (919)858-7420

108 Benton Lodge Road Suite B Summerville, SC 29485 www.cemsengineering.com (843)875-3637Project Mgr: Alex Kramer (APOGEE)

Joint Venture An Alliance for Success

Revisions: Date

Drawing Title

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

U.S. Department of Veterans Affairs# © COPYRIGHT Apogee - CEMS JV, LLC

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GENERAL NOTES AND DESIGN LOADS

1 4SCR

RENOVATE SECOND FLOOR

CENTER, JB BLDG 52

1 JEFFERSON BARRACKS DR

ST. LOUIS, MO 63125

AUGUST 25, 2021

BID DOCUMENTS

657-20-102JB

ECW

K

KSI KIPS/SQUARE INCH

L

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LONG. LONGITUDINAL

M

MATL. MATERIAL

MAX. MAXIMUM

MECH. MECHANICAL

MTL METAL

MPH MILE PER HOUR

MIN. MINIMUM

MISC. MISCELLANEOUS

N

N.S. NEAR SIDE

N.I.C. NOT IN CONTRACT

NTS NOT TO SCALE

NO. (#) NUMBER

O

O.C. ON CENTER

O.D. OUTSIDE DIAMETER

P

PL PLATE

LBS. POUNDS

PCF POUNDS/CUBIC FOOT

PSF POUNDS/SQUARE FOOT

PSI POUNDS/SQUARE INCH

PEMB PRE-ENGINEERED METAL

BUILDING

PT PRESSURE TREATED

PROJ. PROJECTION

R

REINF. REINFORCEMENT

REQ'D REQUIRED

REV. REVISIONS / REVISED

S

SECT. SECTION

SIM. SIMILAR

S.O.G. SLAB ON GRADE

SL. SLOPE

SPEC. SPECIFICATION

SQ. SQUARE

S.S. STAINLESS STEEL

STD. STANDARD

STL. STEEL

STRUC. STRUCTURAL

T

T&B TOP & BOTTOM

T.O. TOP OF

TRANS. TRANSVERSE

TYP. TYPICAL

U

U.N.O. UNLESS NOTED OTHERWISE

V

VERT. VERTICAL

W

WWR WELDED WIRE REINFORCEMENT

W/ WITH

W/O WITHOUT

WP WORKING POINT

A

A.F.F. ABOVE FINISHED FLOOR

A.B. ANCHOR BOLT

& AND

APPROX. APPROXIMATE

ARCH. ARCHITECTURAL

@ AT

B

BLKG. BLOCKING

BTM. BOTTOM

B.O. BOTTOM OF

BRDG. BRIDGING

BLDG. BUILDING

C

CLG. CEILING

CL. CENTERLINE

CLR. CLEAR

COL. COLUMN

CONC. CONCRETE

CMU CONCRETE MASONRY UNIT

CONN. CONNECTION

CONT. CONTINUOUS

C.O.R. CONTRACTING OFFICE

REPRESENTATIVE

C.J. CONTROL JOINT

COORD. COORDINATE

D

DET. DETAIL

Ø DIAMETER

DIM. DIMENSION

E

EA. EACH

E.W. EACH WAY

ELEC. ELECTRICAL OR ELECTRIC

EL. ELEVATION

E.O.R. ENGINEER OF RECORD

EQ. EQUAL

EX. EXISTING

E.J. (EXP. JT.) EXPANSION JOINT

EXP. EXPANSION/EXPOSED

EXT. EXTERIOR

F

F.S. FAR SIDE

FT. FEET

FRP FIBER REINFORCED POLYMER

FIN. FINISH

F.F. FINISHED FLOOR

FLR. FLOOR

FTG. FOOTING

G

GA. GAGE OR GAUGE

GALV. GALVANIZED

GR. GRADE

H

HORIZ. HORIZONTAL

I

IN. INCH

I.D. INSIDE DIAMETER

INT. INTERIOR

J

JT JOINT

STRUCTURAL ABBREVIATIONS:

No. 32185

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AUGUST 25, 2021

EXISTING PARTITION

WALLS TO BE DEMOLISHED

HORIZONTAL STEEL TUBE

BRACING TO BE DEMOLISHED

EXISTING STRUCTURAL

WALLS

EXISTING CONCRETE

BEAMS

EXISTING PARTITION

WALLS

HORIZONTAL STEEL TUBE

BRACING TO REMAIN

4.4

6.5

7.3

9.9

K L L.1 L.2 M M.3 N.1 N.3 N.5 P P.1 P.2 P.4 Q Q.1 R S S.1

1'-2 3/8"

5'-11" 12'-9 3/4"

2'-2 1/8"

18'-8 3/4"

1'-6 7/8"

8'-0 3/8" 8'-5 1/4"

1'-2 1/4" 7 1/4"

3'-4" 9'-7 1/2" 8'-2" 12'-5" 6'-2" 1'-2" 18'-1"

DS1

DS1 DS1

DS1

DS1 DS1

DS1DS1DS1

DS1DS1

DS1

DS1

DS1DS1

DS1

DS2

DS2 DS2

DS1

DS1DS1

DS1

DS3

DS1

S-301

S-301

SIM.

DS2

DS1 DS1 DS1

DS1 DS1

DS1

DS1 DS1

DS1

DS2

DS2

1151 Kildaire Farm Rd.

Suite 120 Raleigh, NC 27511 www.acg-pa.com (919)858-7420

108 Benton Lodge Road Suite B Summerville, SC 29485 www.cemsengineering.com (843)875-3637Project Mgr: Alex Kramer (APOGEE)

Joint Venture An Alliance for Success

# KEY NOTES:

Revisions: Date

Drawing Title

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

U.S. Department of Veterans Affairs# © COPYRIGHT Apogee - CEMS JV, LLC

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SD101

SECOND FLOOR FRAMING DEMOLITION

PLAN

2 4SCR

RENOVATE SECOND FLOOR

CENTER, JB BLDG 52

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ST. LOUIS, MO 63125

AUGUST 25, 2021

BID DOCUMENTS

657-20-102JB

ECW

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

1. ALL EXISTING CONDITIONS AND

STRUCTURAL MEMBERS

SHOWN PER ORIGINAL DESIGN

DOCUMENTS AND NON-

DESTRUCTIVE SITE

INVESTIGATIONS. GENERAL

CONTRACTOR SHALL VERIFY

ALL EXISTING MEMBERS,

DIMENSIONS AND CONDITIONS

PRIOR TO CONSTRUCTION/

DEMOLITION. NOTIFY E.O.R AND

C.O.R OF ANY DISCREPANCIES

BEFORE BEGINNING WORK.

2. PROJECT WORK IS TO BE

COMPLETED IN PHASES.

DEMOLISH EXISTING

HORIZONTAL BRACING

CONSISTENT WITH PHASING OF

WORK SHOWN IN

ARCHITECTURAL DRAWINGS.

3. WALLS INDICATED TO BE

DEMOLISHED ARE NON-LOAD

BEARING PARTITIONS AND ARE

PRESENTED FOR

INFORMATIONAL PURPOSES

ONLY. SEE ARCHITECTURAL

DRAWINGS FOR MATERIALS,

LOCATIONS AND EXTENTS.

LEGEND:

SCALE: 1/8" = 1'-0"1

SECOND FLOOR FRAMING DEMOLITION PLAN

DS1 DEMOLISH EXISTING HORIZONTAL

STEEL TUBE WALL BRACING

SYSTEM (ABOVE). CONTRACTOR

TO VERIFY LOCATION OF BRACES.

REPORT DISCREPANCIES TO

E.O.R AND C.O.R BEFORE

PROCEEDING WITH DEMOLITION.

DS2 EXISTING HORIZONTAL STEEL

TUBE WALL BRACING SYSTEM

(ABOVE) TO REMAIN AT BUILDING

EXPANSION JOINT.

DS3 FIELD VERIFY AND DEMOLISH

EXISTING HORIZONTAL STEEL

TUBE BRACING SYSTEM AT THIS

LOCATION, IF OCCURS.

N O

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4.4

6.5

7.3

9.9

K L L.1 L.2 M M.3 N.1 N.3 N.5 P P.1 P.2 P.4 Q Q.1 R S S.1

1'-2 3/8"

5'-11" 12'-9 3/4"

2'-2 1/8"

18'-8 3/4"

1'-6 7/8"

8'-0 3/8" 8'-5 1/4"

1'-2 1/4" 7 1/4"

3'-4" 9'-7 1/2" 8'-2" 12'-5" 6'-2" 1'-2" 18'-1"

S1

S1

S1 S1

S1

S1

S1

S1

S1S1 S1 S1S1

S1

S-301

S1

S1

S-301 S1

S-301

S-301

S2

S2

S2

S2

S-301

S-301

S-301

S-301

S-301

S-301

S-301

S-301

S1

S1

S3

SIM.

SIM.

SIM.

SIM.

SIM.

SIM.

SIM.

S1

S1

S-301

SIM.

S1

S1

S-301

SIM.

S-301

SIM.

S-301

SIM.

S-301

S-301

S-301SIM.

S-301

SIM.

S-301

SIM.

NEW PARTITION

WALLS

EXISTING PARTITION

WALLS

EXISTING STRUCTURAL

WALLS

EXISTING CONCRETE

BEAMS

NEW WALL BRACING

SYSTEM

1151 Kildaire Farm Rd.

Suite 120 Raleigh, NC 27511 www.acg-pa.com (919)858-7420

108 Benton Lodge Road Suite B Summerville, SC 29485 www.cemsengineering.com (843)875-3637Project Mgr: Alex Kramer (APOGEE)

Joint Venture An Alliance for Success

# KEY NOTES:

Revisions: Date

Drawing Title

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

U.S. Department of Veterans Affairs# © COPYRIGHT Apogee - CEMS JV, LLC

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S-101

SECOND FLOOR FRAMING PLAN

3 4SCR

RENOVATE SECOND FLOOR

CENTER, JB BLDG 52

1 JEFFERSON BARRACKS DR

ST. LOUIS, MO 63125

AUGUST 25, 2021

BID DOCUMENTS

657-20-102JB

ECW

SCALE: 1/8" = 1'-0"1

SECOND FLOOR FRAMING PLAN

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

1. ALL EXISTING CONDITIONS AND

STRUCTURAL MEMBERS

SHOWN PER ORIGINAL DESIGN

DOCUMENTS AND NON-

DESTRUCTIVE SITE

INVESTIGATIONS. GENERAL

CONTRACTOR SHALL VERIFY

ALL EXISTING MEMBERS,

DIMENSIONS AND CONDITIONS

PRIOR TO CONSTRUCTION/

DEMOLITION. NOTIFY E.O.R AND

C.O.R OF ANY DISCREPANCIES

BEFORE BEGINNING WORK.

2. PROJECT WORK IS TO BE

COMPLETED IN PHASES.

INSTALL NEW BRACING

SYSTEMS CONSISTENT WITH

PHASING OF WORK SHOWN IN

ARCHITECTURAL DRAWINGS.

3. NEW WALLS SHOWN ARE NON-

LOAD BEARING PARTITIONS.

SEE ARCHITECTURAL

DRAWINGS FOR MATERIALS,

LOCATIONS, AND EXTENTS.

4. COORDINATE NEW WALL

BRACING LOCATIONS AND

CONFIGURATIONS WITH ALL

NEW AND EXISTING

MECHANICAL, ELECTRICAL,

FIRE PROTECTION AND OTHER

BUILDING SYSTEMS. RESOLVE

POTENTIAL CONFLICTS BEFORE

BEGINNING WORK.

LEGEND:

S1 STEEL ANGLE BRACING SYSTEM

(AT ROOF LEVEL) FOR EXISTING

CLAY TILE PARTITION. SEE

SECTIONS FOR DETAILS.

S2 EXISTING HORIZONTAL STEEL

TUBE WALL BRACING SYSTEM

(ABOVE) TO REMAIN AT EXISTING

BUILDING EXPANSION JOINT.

S3 STEEL ANGLE BRACING SYSTEM

(AT PENTHOUSE FLOOR LEVEL)

FOR EXISTING CLAY TILE

PARTITION. SEE SECTIONS FOR

DETAILS.

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0'-0"

10'-11"

0'-0"

11'-0"

17'-2"

10'-11"

0'-0"

10'-11"

0'-0"

10'-11"

0'-0"

SECOND FLOOR

0'-0"

ROOF LEVEL

10'-11"

L3x3x1/4x0-9 W/ (2)-1/2" DIA. SCREW

ANCHORS AT EA. DIAGONAL BRACE

TYP. INSTALL INTO EX. CONCRETE

SLAB 3 1/2" MIN.

L3x3x1/4 VERT. AT EACH

DIAGONAL BRACE

L3x3x1/4 CONT. W/ 1/2" DIA.

THROUGH BOLTS AT 4'-0" O.C. MAX.

AND WASHER PL1/4x3x0-3 AT EACH

BOLT, FAR SIDE OF WALL

EX. CLAY TILE

PARTITION WALL

EX. CONCRETE

ROOF SLAB

SUSPENDED CEILING, SEE ARCH

EX. CONCRETE

FLOOR SLAB

ROOF LEVEL

3/16

3 SIDES

TYP

SECOND FLOOR

VERIFY CONDITIONS AT TOP

OF WALL. REPORT

DISCREPANCIES TO E.O.R. AND

C.O.R. BEFORE BEGINNING

WORK. TYP. FOR ALL DETAILS.

L3x3x1/4 BRACING AT 4'-0" O.C. MAX.

3/16

3/16

TYP

3/163 SIDES

TYP.

3/16

3 SIDES

TYP

EX. CONCRETE BEAM

1 1/2" TYP.

EX. CONCRETE

BEAM

± VERIFY

8 1/2"

M A

X

3/16

3/16

TYP.

CONN. ANGLE

AND ANCHORS

PER 1/S-301

ANGLE BRACING AND

WELDING PER 1/S-301

EX. CONCRETE SLAB

SECOND FLOOR

SUSPENDED

CEILING SEE. ARCH

CONT. ANGLE AND CONN.

PER 1/S-301

EX. CONCRETE BEAM

AT PENTHOUSE

UPPER FLOOR LEVEL

FULL HEIGHT EX. CLAY

TILE PARTITION WALL

EX. CONCRETE BEAM

CONT. ANGLE AND

CONN. PER 1/S-301

BOTT. OF ANGLE

8 1/2" ± VERIFY

3/163 SIDES

TYP.

8'-2" ±

PENTHOUSE

UPPER FLOOR

CONT. ANGLE AND

CONN. PER 1/S-301

EX. CONCRETE BEAM

AT PENTHOUSE

UPPER FLOOR LEVEL

7" ± VERIFY

EX. CONCRETE

COLUMN BEYOND

EX. CONCRETE

COLUMN BEYOND

2'-8" ± 2'-8" ±

M A

X

°M

A X

M A

X

2'-10" ±

CONNECTION ANGLE AND

ANCHORS PER 1/S-301

EX. CONCRETE ROOF SLAB

ROOF LEVEL

CONT. ANGLE AND CONN.

PER 1/S-301

ANGLE BRACING AND

WELDING PER 1/S-301

EX. CLAY TILE

PARTITION WALL

EX. CONCRETE

FLOOR SLAB

SECOND FLOOR

SUSPENDED CEILING

SEE. ARCH

3/16 3 SIDES

TYP.

M A

X . T

Y P

RS

CONNECTION ANGLE AND

ANCHORS PER 1/S-301

EX. CONCRETE

ROOF SLAB

ROOF LEVEL

CONT. ANGLE AND

CONN. PER 1/S-301

ANGLE BRACING AND

WELDING PER 1/S-301

EX. CONCRETE

FLOOR SLAB

SECOND FLOOR

SUSPENDED CEILING

SEE. ARCH

EX. CLAY TILE PARTITION WALL.

REMOVE AND REPLACE SINGLE TILE

UNITS, ABOVE CEILING, ADJACENT

TO THROUGH BOLTS AS REQUIRED

TO INSTALL PLATE WASHERS AND

NUTS IN THE WALL CAVITY

EX. CONCRETE BEAMS

EX. CONCRETE BEAMS

EX. NON-LOAD BEARING

CMU WALL

CONNECTION ANGLE AND

ANCHORS PER 1/S-301

EX. CONCRETE

ROOF SLAB

ROOF LEVEL

CONT. ANGLE AND CONN.

PER 1/S-301

ANGLE BRACING AND

WELDING PER 1/S-301

EX. CONCRETE

FLOOR SLAB

SECOND FLOOR

SUSPENDED CEILING

SEE. ARCH

CONT. ANGLE AND CONN.

PER 1/S-301

SUSPENDED CEILING

SEE ARCH.

EX. STEEL TUBE PARTITION

WALL BRACING SYSTEM TO

BE REMOVED AS INDICATED

ON SD101

EX. STEEL TUBE PARTITION

WALL BRACING SYSTEM TO

REMAIN AS INDICATED ON

SD101

EX. CONCRETE

COLUMN BEHIND EX.

CLAY TILE PARTITION

EX. CONCRETE

FLOOR SLAB

EX. STEEL TUBE WALL

BRACING SYSTEM TO REMAIN

SUSPENDED CEILING.

SEE ARCH.

EX. CONCRETE

FLOOR SLAB

EX. CONCRETE BEAM

EX. CLAY TILE

PARTITION WALL

EX. CONCRETE BEAM

8 1/2" VERIFY

1151 Kildaire Farm Rd.

Suite 120 Raleigh, NC 27511 www.acg-pa.com (919)858-7420

108 Benton Lodge Road Suite B Summerville, SC 29485 www.cemsengineering.com (843)875-3637Project Mgr: Alex Kramer (APOGEE)

Joint Venture An Alliance for Success

Revisions: Date

Drawing Title

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

U.S. Department of Veterans Affairs# © COPYRIGHT Apogee - CEMS JV, LLC

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SECTIONS AND DETAILS

4 4SCR

RENOVATE SECOND FLOOR

CENTER, JB BLDG 52

1 JEFFERSON BARRACKS DR

ST. LOUIS, MO 63125

AUGUST 25, 2021

BID DOCUMENTS

657-20-102JB

ECW

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

S-101

SECTION

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

S-101

SECTION

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

S-101

SECTION

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

S-101

SECTION

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

S-101

SECTION

SCALE: 1 1/2" = 1'-0"5

SECTION

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

S-101

SECTION

0 1 2 0 1 2

0 1 2 0 1 20 1 2 0 1 2

0 12"6"3"

SD101

No. 32185

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