3-Struc Bid Drawing 657-20-101JB (4 Pages) 5 28 2021 .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 E.O.R. AND C.O.R. FOR DIRECTION SHOULD

UNCHARTED OR INCORRECTLY CHARTED BRACING, PIPING OR OTHER UTILITIES

BE ENCOUNTERED DURING WORK.

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

PERMANENT EQUIPMENT WITHIN EXISTING STRUCTURES SHALL FOLLOW THE

REQUIREMENTS OF ASCE 41-17, 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 AND COMMENTARY

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, GR. 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. W-SHAPES ASTM A992

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

c. 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. ALL REINFORCEMENT BARS SHALL BE LOCATED BY NON-DESTRUCTIVE MEANS BEFORE HOLES

ARE DRILLED FOR INSTALLATION OF POST-INSTALLED ANCHORS. REINFORCEMENT SHALL BE

AVOIDED AND SHALL NOT DRILLED INTO OR DRILLED THROUGH. RELOCATE ANCHORS AS

NECESSARY.

5. 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

JOHN A. JURGIEL & ASSOCIATES, INC.

123 N. Main Street (636)757-3060 St. Charles, MO. 63301 Jurgiel.com

JURGIEL

JOHN A. JURGIEL & ASSOCIATES, INC.

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GENERAL NOTES AND DESIGN LOADS

1 4

AMY WALLACE

SCR, CAA

RENOVATE SPACE FOR

WHOLE HEALTH

1 JEFFERSON BARRACKS DR,

ST LOUIS, MO 63125

MAY 28, 2021

BID DOCUMENTS

657-20-101JB19-335

BWM, 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

REF. REFERENCE

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, DIA. 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

MAY 28, 2021

No. 32185

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EXISTING PARTITION

WALLS TO BE DEMOLISHED

EXISTING PARTITION

WALLS TO REMAIN

HORIZONTAL STEEL TUBE

BRACING TO BE DEMOLISHED

EXISTING STRUCTURAL

WALLS

EXISTING CONCRETE

BEAMS

HORIZONTAL STEEL TUBE

BRACING TO REMAIN

10.2

J K L M N O P Q

R S T U V

H.2 J.1 J.2

/1 SD101/1 SD101

DS1

DS1

DS1

DS1

DS1

DS1

DS1

DS1

DS2

DS1

DS1

DS2

DS1

DS1 DS1DS2

DS2

S-301

/2

/2

/2

4'-11"

4'-8 1/2"

9'-1"

4'-8 1/2"

4'-11" 14'-2 1/2" 18'-6" 18'-6" 13'-8 1/2"

4'-9 1/2"

15'-10"

11'-9 1/2"

3'-1 1/2"

10'-10 1/2" 10'-8"

DS1

DS1

DS1 DS1

DS1 DS1

DS1

DS1

DS1

DS1

DS1

DS1

R S T U V

/2 SD101/2 SD101

11'-9 1/2"

3'-1 1/2"

10'-10 1/2" 10'-8"

N O

S T

R U

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U R

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D E

M O

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IT

IO

N

I N

S O

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H W

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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

JOHN A. JURGIEL & ASSOCIATES, INC.

123 N. Main Street (636)757-3060 St. Charles, MO. 63301 Jurgiel.com

JURGIEL

JOHN A. JURGIEL & ASSOCIATES, INC.

/2

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SD101

SECOND FLOOR FRAMING DEMOLITION

PLANS

2 4

AMY WALLACE

SCR, CAA

RENOVATE SPACE FOR

WHOLE HEALTH

1 JEFFERSON BARRACKS DR,

ST LOUIS, MO 63125

MAY 28, 2021

BID DOCUMENTS

657-20-101JB19-335

BWM, ECW

DS1 DEMOLISH EXISTING HORIZONTAL

STEEL TUBE WALL BRACING

SYSTEM (ABOVE). 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.

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

LEGEND:

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. WALLS INDICATED TO BE

DEMOLISHED ARE NON-LOAD

BEARING PARTITIONS AND ARE

PRESENTED FOR

INFORMATIONAL PURPOSES

ONLY. SEE ARCHITECTURAL

DRAWINGS FOR LOCATIONS

AND EXTENTS OF DEMOLITION.

3. VERIFY EX. WALL LOCATIONS,

WALL BRACING AND EXTENTS

OF BOTH. NOTIFY E.O.R. AND

C.O.R. OF ANY DISCREPANCIES

BEFORE BEGINNING WORK.

SCALE: 1/8" = 1'-0"2

NORTH SECOND FLOOR FRAMING DEMOLITION PLAN

NORTH

0 4 8 16

NORTH

0 4 8 16

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

SOUTH SECOND FLOOR

FRAMING DEMOLITION PLAN

MAY 28, 2021

No. 32185

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10.2

J K L M N O P Q

R S T U V

H.2 J.1 J.2

/1 S-101/1 S-101

S-301

S1

S4

S4

S-301

S1S1

S1S1

S-301

S-301

S2

S2

S-301

S-301

S-301

S-301

S3

SIM.

SIM.

S3

S5 S5

S5 S5

S-301

S-301

/2

/2

/2

9'-1"

4'-8 1/2"

4'-11" 14'-2 1/2" 18'-6" 18'-6" 13'-8 1/2"

4'-9 1/2"

15'-10"

11'-9 1/2"

3'-1 1/2"

10'-10 1/2" 10'-8"

S1

4'-8 1/2"

4'-11"

R S T U V

/2 S-101/2 S-101

11'-9 1/2"

3'-1 1/2"

10'-10 1/2" 10'-8"

N O

S T

R U

C T

U R

A L

W O

R K

I N

S O

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H W

IN

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NEW PARTITION

WALLS

EXISTING PARTITION

WALLS

EXISTING STRUCTURAL

WALLS

EXISTING CONCRETE

BEAMS

NEW WALL BRACING

SYSTEM

HORIZONTAL STEEL TUBE

BRACING TO REMAIN

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

JOHN A. JURGIEL & ASSOCIATES, INC.

123 N. Main Street (636)757-3060 St. Charles, MO. 63301 Jurgiel.com

JURGIEL

JOHN A. JURGIEL & ASSOCIATES, INC.

/2

/2

:1

:1

P

M

S-101

SECOND FLOOR FRAMING PLANS

3 4

AMY WALLACE

SCR, CAA

RENOVATE SPACE FOR

WHOLE HEALTH

1 JEFFERSON BARRACKS DR,

ST LOUIS, MO 63125

MAY 28, 2021

BID DOCUMENTS

657-20-101JB19-335

BWM, ECW

S1 STEEL ANGLE BRACING SYSTEM

(ABOVE) FOR EXISTING CLAY TILE

PARTITION. SEE SECTIONS FOR

DETAILS.

S2 EXISTING HORIZONTAL STEEL

TUBE WALL BRACING SYSTEM

(ABOVE) TO REMAIN.

S3 STACKING AREA FOR OPERABLE

PARTITION WALL.

S4 SUPPORT FRAMING FOR

OPERABLE PARTITION WALLS

(ABOVE). SEE 2/S-301 AND 4/S-301.

S5 LONGITUDINAL ANGLE BRACING

AT EACH END OF OPERABLE

PARTITION WALL SUPPORT

FRAMING. SEE 4/S-301

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

NORTH

0 4 8 16

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. NEW WALLS SHOWN ARE NON-

LOAD BEARING PARTITIONS.

SEE ARCHITECTURAL

DRAWINGS FOR MATERIALS,

LOCATIONS, AND EXTENTS.

3. COORDINATE NEW WALL

BRACING LOCATIONS AND

CONFIGURATIONS WITH ALL

NEW AND EXISTING

MECHANICAL, ELECTRICAL,

FIRE PROTECTION AND OTHER

BUILDING SYSTEMS. RESOLVE

POTENTIAL CONFLICTS BEFORE

BEGINING WORK.

LEGEND:

SCALE: 1/8" = 1'-0"2

NORTH SECOND FLOOR FRAMING PLAN

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

SOUTH SECOND FLOOR FRAMING PLAN

NORTH

0 4 8 16

MAY 28, 2021

No. 32185

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THIRD FLOOR

24'-0"

SECOND FLOOR

12'-0"

THIRD FLOOR

24'-0"

SECOND FLOOR

12'-0"

THIRD FLOOR

24'-0"

SECOND FLOOR

12'-0"

SECOND FLOOR

12'-0"

THIRD FLOOR

24'-0"

THIRD FLOOR

24'-0"

SECOND FLOOR

12'-0"

CONNECTION ANGLE AND

ANCHORS PER 1/S-301

L3x3x1/4 DIAGONAL BRACE

AT EACH HANGER

L3x3x1/4 VERT. HANGAR AT 4'-0" O.C. MAX. TYP.

PROVIDE (3) HANGARS AT 2'-0" O.C. OVER

PARTITION STACK AREA AT EXTERIOR WALL.

SEE PLAN AND 4/S-301

EX. CONCRETE FLOOR SLAB

WT7x24 CONT. VERIFY SIZE AND

ELEVATION WITH OPERABLE

PARTITION WALL SUPPLIER

OPERABLE PARTITION

WALL, SEE ARCH.

SUSPENDED CEILING. SEE ARCH.

EX. CONCRETE FLOOR SLAB

EX. CONCRETE BEAM

EX. CONCRETE BEAM

3/16

3 SIDES

TYP

(2)-1/2" DIA. SCREW IN ANCHORS AT EA.

VERT. HANGAR TYP. INSTALL INTO EX.

CONCRETE BEAM 5" MIN.

OPERABLE PARTITION

WALL CONNECTION BY

SUPPLIER

.0

°3/16

3/16

/2

/2

CONN. ANGLE

BETWEEN WT AND

EX. CONC. COLUMN

PER 4/S-301

EX. CONCRETE

COLUMN

/2

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

ANCHORS AT EA. DIAGONAL BRACE

TYP. INSTALL ANCHORS INTO EX.

CONCRETE SLAB 3 1/2" MIN.

L3x3x1/4 HORIZ. AND DIAGONAL

BRACING AT 4'-0" O.C. MAXIMUM

EX. CONCRETE

BEAM

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

SUSPENDED CEILING. SEE ARCH.

L3x3x1/4 VERT. AT EACH

DIAGONAL BRACE

EX. CONCRETE FLOOR SLAB

VERIFY

11 1/2"

3/16

3 SIDES

TYP

3/16

3/16

TYP

3/16

3/16

TYP.

1 1/2" TYP.

3/16

3 SIDES

TYP

M A

X

.0

EX. CONCRETE BEAM

EX. CONCRETE

FLOOR SLAB

EX. CLAY TILE

PARTITION WALL

VERIFY CONDITIONS AT

TOP OF WALL. REPORT

DISCREPANCIES TO E.O.R.

AND C.O.R. BEFORE

BEGINNING WORK

3/16

3 SIDES

TYP

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

VERIFY

11 1/2"

T

CONNECTION ANGLE AND

ANCHORS PER 1/S-301

EX. CONCRETE FLOOR SLAB

SUSPENDED CEILING.

SEE ARCH.

REMOVE AND REPLACE SINGLE

TILE UNITS AS REQUIRED TO

INSTALL PLATE WASHERS AND

NUTS IN THE WALL CAVITY TYP.

ANGLE BRACING AND

WELDING PER 1/S-301

EX. CONCRETE BEAM

CONT. ANGLE AND

CONN. PER 1/S-301

CONT. ANGLE AND CONN. PER 1/S-301

F R

O M

T O

P O

F W

A L

L

EX. CLAY TILE STAIR WALL

EX. CONCRETE STAIRS

EX. CONCRETE BEAM

EX. CONCRETE

FLOOR SLAB

EX. CLAY TILE

PARTITION WALL

WALL CAVITY BETWEEN

STAIR AND PARTITION WALLS

VERIFY CONDITIONS AT

TOP OF WALL. REPORT

DISCREPANCIES TO E.O.R.

AND C.O.R. BEFORE

BEGINNING WORK

V

(3)-L3x3x1/4 VERT. HANGARS AND

ANCHORS PER 2/S-301 AT 2'-0" O.C.

OVER PARTITION STACK AREA

CONT. WT PER 2/S-301

SUSPENDED CEILING.

SEE ARCH.

EX. CONCRETE BEAM

EX. CONCRETE

FLOOR SLAB

EX. CONCRETE COLUMN

EX. CONCRETE

FLOOR SLAB

EX. CONCRETE BEAM

EX. EXTERIOR

MASONRY WALL

L3x3x1/4 LONGITUDINAL DIAGONAL

BRACING AT EA. END OF

PARTITION SUPPORT FRAMING

3/16 3 TYP. Ls

TO EA.

VERT.

AND WT

CONN. L3x3x1/4x0-9 WELDED TO WT

W/ (2)-1/2" DIA. SCREW ANCHORS

FAR SIDE, TYP. INSTALL ANCHORS

INTO EX. CONCRETE COLUMN 3 1/2"

MIN.

M

NEW SUSPENDED

CEILING (REF. 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

1151 Kildaire Farm Rd.

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VA FORM 08-6231

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JOHN A. JURGIEL & ASSOCIATES, INC.

123 N. Main Street (636)757-3060 St. Charles, MO. 63301 Jurgiel.com

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AMY WALLACE

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RENOVATE SPACE FOR

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1 JEFFERSON BARRACKS DR,

ST LOUIS, MO 63125

MAY 28, 2021

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657-20-101JB19-335

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