36C25622R0146 Revised Structural Sheets 07282022.pdf

STRUCTURAL NOTES

3-S-100

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

STAMP

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

ARCHITECT/ENGINEER OF RECORDCONSULTANTS

Principal Engineering, Inc.

in association with Hardy and Associates Architect,PLLC 15260 Big John Road Biloxi, MS 39532

PH: 228-215-1851

2021-08-26 ACM MJR

520-16-102

ED STRUCTURAL

FLOOR REPAIRS

BILOXI, MS

100% CONSTRUCTION

DOCUMENTSCivil Engineer: Principal Engineering, Inc.

Landscape Architect: N/A Interior Designer: Hardy and Associates Architect,PLLC Structural Engineer: Principal Engineering, Inc.

Mechanical Engineer: RBR-Engineering, LLC Fire Protection Engineer: Principal Engineering, Inc.

Electrical Engineer: Welcon Electrical Consultants

Revision 7/28/2022

STRUCTURAL NOTES:

GENERAL NOTES:

1. THE CONTRACTOR SHALL REVIEW ALL DOCUMENTS AND VERIFY ALL DIMENSIONS AND FIELD CONDITIONS AND SHALL CONFIRM THAT WORK IS BUILDABLE AS SHOWN. ANY CONFLICTS OR OMISSIONS, ETC., SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER IN WRITING FOR CLARIFICATION PRIOR TO THE PERFORMANCE OF ANY WORK IN

QUESTION.

2. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN. INCASE OF CONFLICT, NOTIFY THE ENGINEER IN WRITING. ARCHITECTURAL FLOOR PLAN SUPERSEDES OTHER

PLANS.

3. THE CONTRACTOR IS EXPECTED TO KEEP PREMISES CLEAN DURING CONSTRUCTION. TRASH WILL NOT BE ALLOWED TO ACCUMULATE IN THE SPACE DURING CONSTRUCTION.

DEBRIS SHALL BE REMOVED DAILY. SAFE WORKING AREA AND CONDITIONS SHALL BE MAINTAINED AT ALL TIMES.

4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FURNISH AND INSTALL ALL WORK, MATERIALS, EQUIPMENT, AND INCIDENTALS NECESSARY TO COMPLETE PROJECT. THE CONTRACTOR IS TO DELIVER PROJECT CLEAN, COMPLETE, AND USABLE AS APPROVED BY OWNER. INCIDENTAL AND SUPPORTING WORK NECESSARY TO COMPLETE THE PROJECT SHALL BE REQUIRED AT THE CONTRACT PRICE, WHETHER EXPLICITLY SHOWN ON DRAWINGS OR NOT.

5. THE CONTRACTOR SHALL VERIFY LOCATIONS OF EXISTING UTILITIES BEFORE COMMENCING WORK. CARE SHALL BE TAKEN TO PROTECT ALL UTILITIES WHICH ARE TO REMAIN.

6. PERFORM ALL WORK IN ACCORDANCE WITH ACCEPTED CONSTRUCTION STANDARDS. ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH THE PLANS AND

SPECIFICATIONS UNLESS A VARIANCE IS APPROVED BY THE GOVERNMENT.

7. WORK PERFORMED SHALL BE IN STRICT COMPLIANCE WITH GOVERNING FEDERAL, STATE, AND LOCAL BUILDING CODE REQUIREMENTS, EXECUTED IN ACCORDANCE WITH

ACCEPTED INDUSTRY STANDARDS AND SHALL CONFORM TO SPECIFIC REGULATIONS OF THE VA

GENERAL STRUCTURAL NOTES

1. DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE

PROJECT EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN.

2. COORDINATE STRUCTURAL DRAWINGS WITH ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS. GENERAL CONTRACTOR SHALL INSTALL REQUIRED OPENINGS IN

SLAB.

3. ANY CONDITION ENCOUNTERED NOT CONSISTENT WITH THESE DRAWINGS SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION IMMEDIATELY.

DESIGN CRITERIA:

DESIGN CODES:

ASCE / SEI 7-10 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES.

ASCE 7-10 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE ACI 318-11.

AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 325-10

INTERNATIONAL BUILDING CODE 2015 EDITION.

DESIGN LOADS:

1.) LIVE LOADS

UNIFORM DISTRIBUTED 125 PSF

CONCENTRATED 2000LBS

SOIL COMPACTION NOTES:

1. FILL MATERIAL IF REQUIRED SHALL BE GRANULAR STRUCTURAL FILL. EXISTING FILL EXCAVATED UNDER SLAB MAY BE REUSED. DO NOT REUSE EXCAVATED POLYMER FOAM

2. FILL SHALL BE PLACED IN LOOSE LIFTS OF 8 INCHES AND COMPACTED TO A MINIMUM OF 95% OF STANDARD MAXIMUM DRY DENSITY.

FORM NOTES:

1. CONTRACTOR SHALL MAKE EARTH FORMS NEAT, UNIFORM, AND FREE FROM WATER OR DEBRIS. CONSTRUCTED STEEL OR WOOD FORMS SHALL BE REQUIRED IF CONTRACTOR IS UNABLE TO COMPLETE SATISFACTORY EARTH FORMS. SUBGRADE SHALL BE COMPACTED, SMOOTH, AND SET TO GRADE PRIOR TO SLAB CONCRETE POUR.

2. FORMS, CENTERING, CORES, MOLDS, ETC.: CONSTRUCT SO THAT THE FINISHED CONCRETE WILL CONFORM TO THE SHAPES, LINES, GRADES AND DIMENSIONS INDICATED ON

THE DRAWINGS.

3. SUBSTANTIALLY AND SUFFICIENTLY TIGHTEN FORMS TO PREVENT LEAKAGE OF MORTAR AND PREVENT THE DEFLECTION OF FORMS UNDER THE WEIGHT OF WET CONCRETE OR

OF CONSTRUCTION LOADS.

CONCRETE NOTES:

1. ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE AND CONFORM TO CURRENT ACI SPECIFICATIONS AND SHALL DEVELOP 4000 PSI IN 28 DAYS. SEE SPECIFICATIONS.

2. PATCH HONEYCOMBS. REMOVE EXPOSED FINS AND ROUGH EDGES.

3. A STEEL TROWEL FINISH SHALL BE GIVEN TO ALL CONCRETE EXPOSED IN COMPLETED WORK, BUT NOT INCLUDING FLOOR SLABS, UNLESS SPECIFIED OTHERWISE. FINS AND PROJECTIONS SHALL BE REMOVED AND THE SURFACES RUBBED WITH CEMENT OR CARBORUNDUM BRICK. NO MORTAR OR GROUT SHALL BE EMPLOYED. FORM MARKS SHALL

BE REMOVED LEAVING SURFACES UNIFORMLY SMOOTH AND WASHED CLEAN.

4. INSTALL 15 MIL VAPOR BARRIER OVER ALL FILL UNDER ALL CONCRETE. SEAL AROUND ALL PIPE AND LAP ALL JOINTS A MIN. OF 12".

5. NO ALUMINUM PIPES OR WIRES SHALL BE EMBEDDED IN THE CONCRETE UNLESS THE ALUMINUM IS ADEQUATELY COATED.

REINFORCING STEEL NOTES:

1. REINFORCING STEEL SHALL BE ASTM A615, GRADE 60, ALL BARS SHALL BE DEFORMED CONFORMING TO ASTM A305

2. DETAILING AND ACCESSORIES SHALL CONFORM TO TYPICAL DETAILS SHOWN IN THE "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES", ACI 315, LATEST EDITION.

3. LAP BARS 30 DIAMETERS AT CORNERS, SPLICES, AND INTERSECTIONS OR 1'-6, WHICHEVER IS GREATER. PROVIDE NECESSARY REINFORCING STEEL ACCESSORIES TO HOLD

BARS IN PROPER POSITION.

4. ACCURATELY PLACE AND POSITION BARS AND SECURE AGAINST DISPLACEMENT BY USING SUITABLE CLIPS, METAL CHAIRS, SPACERS, OR BY METAL HANGERS.

5. PROVIDE MINIMUM PROTECTIVE CONCRETE COVER FOR REINFORCING STEEL AS INDICATED ON THE DRAWINGS.

STATEMENT OF SPECIAL INSPECTIONS:

1. CONTINUOUS INSPECTION OF CONCRETE SLUMP, TEMPERATURE, BATCH TIME, AND CURED STRENGTH SHALL BE BY INDEPENDENT TESTING LAB PERSONNEL. SEE SPECS.

2. INSPECTION OF DOWELS/ANCHORS FIXED INTO EXISTING CONCRETE, AND COMPLETED REINFORCING STEEL PRIOR TO NEW CONCRETE POUR SHALL BE BY ENGINEER OF

RECORD, OR HIS DESIGNATED QUALIFIED REPRESENTATIVE.

3. NOTIFICATION NO LESS THAN 3 DAYS PRIOR TO REQUIRED INSPECTION DATE IS A CONTRACTOR RESPONSIBILITY. WORK COMPLETED WITHOUT REQUIRED INSPECTIONS SHALL

BE REMOVED AND RE-CONSTRUCTED AT CONTRACTOR EXPENSE.

4. CONTRACTOR SHALL X-RAY EXISTING CONCRETE MEMBERS PRIOR TO DRILLING FOR ANCHORS. FURNISH REPORT OF INSPECTION TO CONTRACTING OFFICER STATING ABSENCE OR PRESENCE OF CONFLICT. REPEAT X-RAY AT NEW LOCATIONS IDENTIFIED, IF NECESSARY.

131211a10a8b7b6b 7a1

ELEVATOR PIT

SIM.

A

S1.2 A

S1.2

A

S1.3

1'- 4 3/4"

3" FROM

COLUMN ℄

3" FROM

COLUMN ℄

2'-3" FROM

COLUMN ℄

1'-6" FROM EDGE

OF ELEVATOR PIT

3"

REMOVE EXISTING 4" FLOOR SLAB

(THICKENED TO 6" AT EXTERIOR

WALLS AND ELEVATOR)

9" FROM

COLUMN ℄

SLAB TO REMAIN

IN PLACE

9" FROM

COLUMN ℄

9" FROM

COLUMN ℄

HAND CHIP TO CONCRETE

WALL AS REQ'D FOR

GRADE BEAMS

JACK AND LEVEL SLAB W/ STRUCTURAL POLYURETHANE

FOAM AFTER SLAB HAS BEEN LEVELED, CONTRACTOR

SHALL INSTALL GRID OF COMPACTION GROUTED

24" DIAMETER MICRO PILES 20' IN LENGTH (CHEMICAL GROUT).

'-3

GR

OU

TE

D

CU

RT

AI

N W

AL

L

REQ'D PERMEATION GROUTED CURTAIN WALL (TIP

ELEV. 8'-0" BELOW EXISTING SLAB, 18" O.C. INJECTION

POINTS, POLYURETHANE SOIL GROUT) SEE NOTE 15

HAND CHIP TO CONCRETE

WALL AS REQ'D FOR

GRADE BEAMS

HAND CHIP TO CONCRETE

WALL AS REQ'D FOR

GRADE BEAMS

SAWCUT SLAB

FULL DEPTH

SAWCUT SLAB

FULL DEPTH

EXISTING PILE CAPS

TO REMAIN (TYP.)

EXISTING GRADE BEAMS

TO BE REMOVED (8" DEEP)

ELECTRICAL ROOMS AND

EQUIPMENT SHALL REMAIN

ACTIVE AND ACCESSIBLE

AT ALL TIMES.

EDGE OF EXISTING

GRADE BEAM

SAWCUT SLAB FULL

DEPTH AT 1' - 4 34"

FROM FACE OF WALL

SAWCUT SLAB

FULL DEPTH

SAWCUT SLAB

FULL DEPTH AT 1' - 9"

FROM FACE OF WALL

STRIP OF EXISTING

SLAB TO REMAIN

9'-8"9'-8"9'-8"

6'- 5"

6'- 5"

6'- 5"

6'- 6"

7'

1'-0"

24" DIAMETER (MIN.)

MICROPILE

LOCATION (TYP.)

SAWCUT SLAB FULL DEPTH

AT 10 34" FROM FACE OF WALL

SAWCUT SLAB FULL DEPTH

AT 10 34" FROM FACE OF WALL

NOTE 3,

TYP.

NOTE 3,

TYP.

18" O.C. (MAX)

9"

MAX

EDGE OF EXISTING

SLAB TO REMAIN SAWCUT AS REQUIRED

FOR DRAIN LINES. SEE

PLUMBING FOR DRAIN

LOCATIONS

SAWCUT SLAB

FULL DEPTH

9" MAX

2 3

P

3-S-101

EXISTING WALL TO

REMAIN

SAWCUT LINE

6"

SLAB (TO BE REMOVED)

GROUT CURTAIN

WALL REQ'D

SLAB DEMOLITION AND SOIL

STABILIZATION PLAN

3-S-101

LEGEND

SAW CUT FULL DEPTH

REMOVE FLOOR SLAB

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

STAMP

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

ARCHITECT/ENGINEER OF RECORDCONSULTANTS

Principal Engineering, Inc.

in association with Hardy and Associates Architect,PLLC 15260 Big John Road Biloxi, MS 39532

PH: 228-215-1851

2021-08-26 ACM MJR

520-16-102

ED STRUCTURAL

FLOOR REPAIRS

BILOXI, MS

100% CONSTRUCTION

DOCUMENTSCivil Engineer: Principal Engineering, Inc.

Landscape Architect: N/A Interior Designer: Hardy and Associates Architect,PLLC Structural Engineer: Principal Engineering, Inc.

Mechanical Engineer: RBR-Engineering, LLC Fire Protection Engineer: Principal Engineering, Inc.

Electrical Engineer: Welcon Electrical Consultants

Revision 7/28/2022

D

B9

A8

AA

BB

NORTH

DEMOLITION PHASING

1. INSTALL CHEMICALLY GROUTED CURTAIN WALL ALONG COLUMN LINE 8b. SLAB MAY BE REMOVED

TO EXPOSE SOIL ON CURTAIN WALL ALIGNMENT.

2. JACK AND LEVEL SLAB TO REMAIN IN-PLACE W/ITH POLYURETHANE FOAM. MATCH EXISTING

FINISHED FLOOR ELEVATION.

3. INSTALL CHEMICALLY GROUTED MICRO PILES TO UNDERPIN SLAB TO REMAIN IN PLACE.

4. CONTRACTOR SHALL SAW CUT SLAB AS SHOWN FULL DEPTH.

5. COMPLETE DEMOLITION WORK.

DEMOLITION NOTES

6. CONTRACTOR SHALL EXERCISE CARE NOT TO DISTURB OR DAMAGE WALLS, COLUMNS, CEILING, SLABS AND STRUCTURE THAT ARE TO REMAIN IN-PLACE OR ITEMS THAT ARE TO BE SALVAGED.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE TO THESE ITEMS.

7. CONTRACTOR SHALL CAREFULLY REMOVE TRAUMA ROOM LIGHT AND ITS STEEL FRAMEWORK.

LIGHT AND FRAMEWORK SHALL BE RELOCATED IN NEW TRAUMA ROOM, REFER TO

ARCHITECTURAL AND ELECTRICAL DRAWINGS FOR FURTHER DETAILS.

8. CONTRACTOR SHALL CAREFULLY REMOVE PATIENT LIFTS AND LIFT FRAMING FROM EXAM

ROOMS. PATIENT LIFTS AND FRAMEWORK ARE TO BE REINSTALLED IN RENOVATED EXAM ROOMS.

REFER TO ARCHITECTURAL DRAWINGS FOR FURTHER DETAIL.

9. CONTRACTOR SHALL SURVEY SLAB TO REMAIN TO ESTABLISH EXISTING ELEVATION AND PITCH, AND SUBMIT PROPOSED LEVELING DISTANCES FOR APPROVAL PRIOR TO CONSTRUCTION.

10. HAND PROBE MICROPILE LOCATION PRIOR TO INJECTION TO ESTABLISH CLEARANCE FROM

BURIED OBSTRUCTION.

11. GROUT SLAB PENETRATIONS AFTER LEVELING AND MICROPILE INSTALLATION WITH NON-SHRINK

EPOXY GROUT.

12. EXISTING EQUIPMENT REMOVED SHALL BE STORED, PROTECTED, AND SECURED UNTIL

RE-INSTALLED BY CONTRACTOR.

SOIL STABILIZATION NOTES

13. CONTRACTOR SHALL JACK AND LEVEL REMAINING SLAB AND INSTALL GROUTED MICROPILES

AFTER SAWCUTTING SLAB BUT PRIOR TO GENERAL SLAB DEMOLITION.

14. SLAB JACKING AND LEVELING SHALL UTILIZE A TWO COMPONENT, HIGH STRENGTH, HIGH

DENSITY, HYDRO INSENSITIVE, STRUCTURAL POLYURETHANE FOAM.

15. CURTAIN WALLS AND MICROPILES SHALL BE CHEMICALLY GROUTED WITH A SINGLE COMPONENT, MOISTURE ACTIVATED, HYDROPHOBIC, LOW VISCOSITY, POLYURETHANE SOIL GROUT.

16. CONTRACTOR SHALL SUBMIT PRODUCT DATA TO CONTRACTING OFFICER'S REPRESENTATIVE

FOR APPROVAL PRIOR TO INSTALLATION. CERTIFY THAT PRODUCTS ARE COMPATIBLE WITH SOIL CONDITIONS, ACCORDING TO SOIL BORINGS. IF SOIL CONDITIONS ARE DISCOVERED TO VARY, SUBMIT REVISED PRODUCTS FOR APPROVAL. NO ADJUSTMENT IN PAY SHALL BE MADE FOR

VARYING SOIL CONDITIONS

17. MATERIAL SHALL BE STORED, HANDLED AND INSTALLED ACCORDING TO MANUFACTURER'S

INSTRUCTIONS.

18. SLAB LEVELING, CURTAIN WALL, AND MICROPILES SHALL BE INSTALLED BY A QUALIFIED

SPECIALTY SUBCONTRACTOR. SUBMIT NO LESS THAN 5 PROJECTS SIMILAR IN SCOPE

COMPLETED IN THE LAST 2 YEARS FOR APPROVAL OF CREW OR SUBCONTRACTOR PRIOR TO

CONSTRUCTION.

19. SPECIALTY SUBCONTRACTOR SHALL SUBMIT LEVELING AND GROUTING PLAN FOR APPROVAL

PRIOR TO CONSTRUCTION. DETAIL AND DESCRIBE THE SCHEDULE, EQUIPMENT, AND SEQUENCE

OF TASKS.

AutoCAD SHX Text 3/16"=1'

AutoCAD SHX Text

SLAB DEMOLITION PLAN

AutoCAD SHX Text 1"=1'-0"

AutoCAD SHX Text

SAWCUT DETAIL

AutoCAD SHX Text P

131211a10a8b7b7a1

ELEVATOR PIT

SEE ARCH.

A

S1.2 A

S1.2

A

S1.3

26'-0"

13'-0" 13'-0"

26'-0"

13'-0" 13'-0"

28'-0"

14'-0"11'-9" 2'-3"

'-0

'-0

'-0

'-0

2'- 1 1

/4"

GRADE BEAM "A"

(TYP.)(EAST-WEST)

GRADE BEAM "B"

(TYP.)(NORTH-SOUTH)

1'-0" FROM

COLUMN ℄

2'-

GR

AD

E

BE

AM

8" SLAB W/ 2 MATS OF #4

E.W. @ 12" O.C. FF ELEV.

26.56 (MATCH EXISTING)

'-3

GR

OU

TE

D

CU

RT

AI

N W

AL

L

REQ'D PERMEATION GROUTED CURTAIN WALL (TIP

ELEV. 8'-0" BELOW EXISTING SLAB, 18" O.C. INJECTION

POINTS, POLYURETHANE SOIL GROUT) SEE NOTE 15

B

3-S-102

C

3-S-103

A

3-S-102

G

3-S-103

F

3-S-103

ELECTRICAL ROOMS AND

EQUIPMENT SHALL REMAIN

ACTIVE AND ACCESSIBLE

AT ALL TIMES.

EDGE OF EXISTING GRADE BEAM

E

3-S-103

M

3-S-103

L

3-S-103

L

3-S-103

L

3-S-103

D

3-S-103 D

3-S-103

D

3-S-103

N

3-S-104

N

3-S-103

G

3-S-104

G

3-S-104

G

3-S-104

F

3-S-103

M

3-S-103

N

3-S-103

TYP.

O

3-S-104

SEE PLUMBING

PLANS FOR DRAIN

LINE LOCATIONS.

(TYP.)

1'-4"

8"

2'- 0"

3" C

LR

3" CLR

3" C

LR

3/4 " C

LR

1"

(3) #6

(3) #8

#3 STIRRUPS

(SPACING VARIES)

VAPOR BARRIER (TYP.

UNDER SLAB)

#4@ 8" O.C. E.W. T&B

1'-3"

8"

1'- 9"

3" C

LR

3" CLR

3" C

LR

3/4 " C

LR

1"

(3) #6

(3) #8

#3 STIRRUPS

(SPACING VARIES)

VAPOR BARRIER (TYP.

UNDER SLAB)

#4@ 8" O.C. E.W. T&B

SLAB AND GRADE BEAM PLAN

3-S-102

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

STAMP

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

ARCHITECT/ENGINEER OF RECORDCONSULTANTS

Principal Engineering, Inc.

in association with Hardy and Associates Architect,PLLC 15260 Big John Road Biloxi, MS 39532

PH: 228-215-1851

2021-08-26 ACM MJR

520-16-102

ED STRUCTURAL

FLOOR REPAIRS

BILOXI, MS

100% CONSTRUCTION

DOCUMENTSCivil Engineer: Principal Engineering, Inc.

Landscape Architect: N/A Interior Designer: Hardy and Associates Architect,PLLC Structural Engineer: Principal Engineering, Inc.

Mechanical Engineer: RBR-Engineering, LLC Fire Protection Engineer: Principal Engineering, Inc.

Electrical Engineer: Welcon Electrical Consultants

Revision 7/28/2022

D

B9

A8

AA

BB

SLAB AND GRADE BEAM NOTES:

1. CONTRACTOR SHALL REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR REQUIRED SLAB AND GRADE

BEAM PENETRATION LOCATIONS. ADJUST SLAB REBAR AS NECESSARY TO PROVIDE A MINIMUM OF 2 INCH CLEARANCE BETWEEN SLAB REINFORCEMENT AND EDGE OF PENETRATION. ADDITIONAL BARS MAY BE

REQUIRED AT NO ADDITIONAL PAY.

2. FINISHED FLOOR ELEVATION SHALL MATCH EXISTING (26.56)

3. APPROXIMATELY 162 CY OF FILL MATERIAL BELOW THE EXISTING SLAB SHALL REQUIRE EXCAVATION DUE TO THE STRUCTURAL SLAB AND GRADE BEAMS BEING THICKER THAN THE EXISTING 4 INCH SLAB BEING REMOVED. NOTE THAT THE EXISTING HAS BEEN URETHANE FOAM JACKED PREVIOUSLY THUS IN ADDITION TO THE GRANULAR FILL MATERIAL THERE WILL BE POLYURETHANE STRUCTURAL FOAM WITHIN THE AREA OF

REQUIRED STRUCTURAL EXCAVATION.

4. CONTRACTOR SHALL BE AWARE THAT THERE ARE EXISTING UTILITIES AND CONDUIT WITHIN THE EXCAVATION AREA AND SHALL TAKE PRECAUTIONS NOT TO DAMAGE ANY EXISTING UTILITIES OR CONDUIT.

REFER TO MECHANICAL DRAWINGS FOR FURTHER DETAILS. ANY UTILITIES DAMAGED SHALL BE REPLACED

AT THE CONTRACTOR'S EXPENSE.

5. VAPOR BARRIER (15 MIL) SHALL BE PLACED BETWEEN THE CONCRETE AND GRADE.

LEGEND

REQ'D STRUCTURAL SLAB

NORTH

AutoCAD SHX Text 3/16"=1'

AutoCAD SHX Text

SLAB AND GRADE BEAM PLAN

AutoCAD SHX Text 1"=1'-0"

AutoCAD SHX Text

TYPICAL GRADE BEAM "B" SECTION (NORTH - SOUTH ORIENTATION)

AutoCAD SHX Text 1"=1'-0"

AutoCAD SHX Text

TYPICAL GRADE BEAM "A" SECTION (EAST - WEST ORIENTATION)

AutoCAD SHX Text A

B

TOP OF SLAB/BEAM

1'- 4"

4"

8"

2'- 0"

(4) #4 X 1'-0" DEFORMED DOWEL BARS ADHESIVELY

ANCHORED INTO EXISTING PILE CAP (6"

EMBEDMENT)

1/2"

JOINT FILLER

9"3'-0"

EXISTING PILE CAP AND

COLUMN

EL. 25.23

1'-0"

EXISTING PILE CAP

K

3-S-103

(3) #6

(3) #8

9" 2'-0"

STIRRUPS @ 4" O.C. IF BEAM

DEPTH IS REDUCED

STIRRUPS @ 6" O.C.

VAPOR BARRIER

1'- 9"

8"

1'- 9"

4 1 2" 4"

EXISTING PERIMETER / ELEVATOR

FOUNDATION WALL

(5) #6 X 2'-0" DEFORMED DOWEL BARS ADHESIVELY

ANCHORED INTO FOUNDATION WALL (12" EMBEDMENT)

SEE SECTION J

SL

AB

4 1 2"

J

3-S-103

(3) #6

(3) #8

EXTERIOR WALL

#3 STIRRUPS

SAWCUT

VAPOR BARRIER

8" 8"

2'- 0"

#4 X 1'-0" DOWELS

ADHESIVELY/ANCHORED INTO

EXISTING PILE CAP (6"

EMBEDMENT)

31 2" 41 2"

9"9"

8"

4"41

4"

3'- 1"

5'-6"

EXISTING PILE CAP

℄ DOWEL

3" C

LR

3/4 " C

LR#4@ 8" O.C. E.W. T&B

PILE CAP SHOWN

BEYOND SECTION

8"

1'- 9"

3" C

LR

3" CLR

3" C

LR

1" C

LR(3) #6

(3) #8

#4@ 8" O.C. E.W. T&B

#3

VAPOR BARRIER

4"

PERMEATED RESIN CURTAIN WALL

EXISTING SLAB ON

GRADE

8" C

LR

4'- 6"

M

IN

1'-6"

8"

1'- 9"

(5) #6 DOWELS

1 2" 4"

4" 4 1 2"

4" 43

4"43 4" 41

4"

℄ DOWEL

DOWEL

BEAM ℄

DOWEL

℄ DOWEL

℄ DOWEL

3" C

LR

3/4 " C

LR#4@ 8" O.C. E.W. T&B

VAPOR BARRIER

2" M

IN

6" SLEEVE (PVC

PIPE) (SCH. 40)

(3) #8

3" C

LR

3/4 " C

LR#4@ 8" O.C. E.W. T&B

SEAL VAPOR BARRIER

AT ALL PENETRATIONS

8"

EXISTING PERIMETER / ELEVATOR

FOUNDATION WALL

SL

AB

4" 4"

#4@ 8" O.C. E.W. T&B

PLATE DOWELS @ 18" O.C.

VAPOR BARRIER

8"

4"

EXISTING SLAB

SAWCUT

TOP OF SLAB

GRADE BEAM "A" OR "B"

AS REQUIRED

VAPOR BARRIER (TYP.)

PLATE DOWELS @ 18" O.C. AT

MID-DEPTH OF EXISTING SLAB

EXISTING PERIMETER

FOUNDATION WALL

EXTERIOR WALLSAWCUT

GRADE BEAM "B"

TOP OF SLAB

VAPOR BARRIER (TYP.)

PLATE DOWELS @ 18" O.C.

6"

4" 4"

NON-SHRINK EPOXY

PLATE DOWEL, MIN. 24 SQ. IN.,

3/8 IN. THICK.

COMPRESSIBLE SLEEVE TO

MATCH DOWEL

EXISTING CONCRETE

4" 4"

SLAB AND GRADE BEAM SECTIONS

AND DETAILS

3-S-103

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

STAMP

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

ARCHITECT/ENGINEER OF RECORDCONSULTANTS

Principal Engineering, Inc.

in association with Hardy and Associates Architect,PLLC 15260 Big John Road Biloxi, MS 39532

PH: 228-215-1851

2021-08-26 ACM MJR

520-16-102

ED STRUCTURAL

FLOOR REPAIRS

BILOXI, MS

100% CONSTRUCTION

DOCUMENTSCivil Engineer: Principal Engineering, Inc.

Landscape Architect: N/A Interior Designer: Hardy and Associates Architect,PLLC Structural Engineer: Principal Engineering, Inc.

Mechanical Engineer: RBR-Engineering, LLC Fire Protection Engineer: Principal Engineering, Inc.

Electrical Engineer: Welcon Electrical Consultants

Revision 7/28/2022

NOTE:

NOT ALL REINFORCEMENT

SHOWN FOR CLARITY

AutoCAD SHX Text 1'=1'=0"

AutoCAD SHX Text

GRADE BEAM TO WALL CONNECTION

AutoCAD SHX Text 1'=1'=0"

AutoCAD SHX Text

GRADE BEAM TO PILE CAP CONNECTION

AutoCAD SHX Text 1'=1'=0"

AutoCAD SHX Text

GRADE BEAM CORBEL AND CURTAIN WALL SECTION

AutoCAD SHX Text 1'=1'=0"

AutoCAD SHX Text

GRADE BEAM PIPE PENETRATION DETAIL

AutoCAD SHX Text 1'=1'=0"

AutoCAD SHX Text

GRADE BEAM TO WALL CONNECTION DETAIL

AutoCAD SHX Text 1'=1'=0"

AutoCAD SHX Text

TYPICALGRADE BEAM TO PILE CAP CONNECTION DETAIL

AutoCAD SHX Text J

AutoCAD SHX Text K

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text 1'=1'=0"

AutoCAD SHX Text

SLAB TO WALL CONNECTION SECTION

AutoCAD SHX Text F

AutoCAD SHX Text 1"=1'-0"

AutoCAD SHX Text

GRADE BEAM CORBEL SECTION

AutoCAD SHX Text L

AutoCAD SHX Text 1"=1'-0"

AutoCAD SHX Text

GRADE BEAM AT EXTERIOR WALL

AutoCAD SHX Text M

AutoCAD SHX Text 3"=1'-0"

TYPICAL PLATE DOWEL

3'-

3"

2'-0"

9"-0"

FACE OF COLUMN / WALL

COLUMN AND

FOOTING

COMPACTED STRUCTURAL

FILL (TYP.)VAPOR BARRIER

(TYP.)

EXISTING PILE CAP

(12) #3 STIRRUPS @ 6" O.C.

(3) #6

(3) #8

6"

4"

EXISTING SLAB

SAWCUT

TYPICAL GRADE BEAM "B"

VAPOR BARRIER (TYP.)

3"

3"

1'-4"

TYPICAL GRADE BEAM "A"

18"

#3 DOWELS @ 6" DRILL AND ANCHOR W/ HIGH-STRENGTH EPOXY

NEAT VERTICAL SAW CUT

6" (MIN.)

EXISTING SLAB

BURIED UTILITY

6" LAP (MIN.)

TAMP BACKFILL

PATCH AND SEAL VAPOR BARRIER W/ MANUFACTURER

APPROVED TAPE

#3 BARS CONT.

EXISTING DRIVEWAY

PAVING

EXPOSE AND CLEAN

EXISTING REINFORCING

8"

EXPANSION JOINT

SEE DETAIL "T"

EXISTING COMPACTED FILL

4 x 4 W 5.5 x W 5.5 WWF

11"

9" 9"

9"

SEE DETAIL "T"

SUPPORT CHAIR

EXPANSION JOINT FILLER

4"

1" DIA. DOWELS @ 12" O.C.

9"

8"

3/8"

1/4

LOW MODULUS

SILICONE SEALANT

1/2

1 1 /4"

CLOSED CELL

POLYETHYLENE

BACKER ROD

(1/2" DIA.)

1/8"

3"

EXPANSION

JOINT FILLER

CLOSED CELL

POLYETHYLENE

BACKER ROD

(1/2" DIA.)

1/2"

1/4

1/2

LOW MODULUS

SILICONE

SEALANT

2" (S

AW

ED

OR

F

OR

ME

D)

SLAB AND GRADE BEAM SECTIONS

AND DETAILS

3-S-104

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

STAMP

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

ARCHITECT/ENGINEER OF RECORDCONSULTANTS

Principal Engineering, Inc.

in association with Hardy and Associates Architect,PLLC 15260 Big John Road Biloxi, MS 39532

PH: 228-215-1851

2021-08-26 ACM MJR

520-16-102

ED STRUCTURAL

FLOOR REPAIRS

BILOXI, MS

100% CONSTRUCTION

DOCUMENTSCivil Engineer: Principal Engineering, Inc.

Landscape Architect: N/A Interior Designer: Hardy and Associates Architect,PLLC Structural Engineer: Principal Engineering, Inc.

Mechanical Engineer: RBR-Engineering, LLC Fire Protection Engineer: Principal Engineering, Inc.

Electrical Engineer: Welcon Electrical Consultants

Revision 7/28/2022

LEGEND

NEW WORK

EXISTING

AutoCAD SHX Text 1"=1'-0"

AutoCAD SHX Text

GRADE BEAM TURN DOWN

AutoCAD SHX Text G

AutoCAD SHX Text 1"=1'-0"

AutoCAD SHX Text

GRADE BEAM INTERSECTION

AutoCAD SHX Text N

AutoCAD SHX Text 3"=1'-0"

AutoCAD SHX Text

SLAB REPAIR

AutoCAD SHX Text O

AutoCAD SHX Text 3"=1'-0"

AutoCAD SHX Text

EXPANSION JOINT AT TEMPORARY AMBULANCE DROPOFF

AutoCAD SHX Text 3"=1'-0"

AutoCAD SHX Text

TYPICAL PAVING EXPANSION JOINT

AutoCAD SHX Text T

AutoCAD SHX Text 1'-0"=1'-0"

AutoCAD SHX Text

TYPICAL PAVING CONTRACTION JOINT

AutoCAD SHX Text Q

AutoCAD SHX Text R

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

DETAIL

S