621-20-103 Bid Drawings_Revised 11-03-2021.pdf

VICINITY MAP

SCALE: N.T.S.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Designed

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

ARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

Raymond-Pond SDVOSB JV, LLC 1224 Royal Drive, Suite 100 Conyers, GA 30094 770-483-9592

POND & Company 3500 Parkway Lane, Suite 500 Peachtree Corners, GA 30092 678-336-7740

Raymond Engineering 1224 Royal Drive, Suite 100 Conyers, GA 30094 770-483-9592

BID DOCUMENTS APPROVAL

Approved: Date

Approved: Date

Approved: Date

Approved: Date

Department of Veterans Affairs

VAMC MOUNTAIN HOME, TN

B

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A C u s to m e r S e rv ic e

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G-001

COVER SHEET RENOVATE BUILDING 77 FOR

CUSTOMER SERVICE

621-20-103

JUNE 23, 2021 RLE LSW

JUNE 23, 2021

BID DOCUMENTS

BID DOCUMENTS

RENOVATE BUILDING 77 FOR

CUSTOMER SERVICE

JAMES H. QUILLEN VA MEDICAL CENTER

LAMONT STREET & VETERANS WAY

JOHNSON CITY, TENNESSEE 37604

PROJECT #621-20-103

LOCATION MAP

SCALE: N.T.S.

PROJECT LOCATION

LAMONT ST & VETERANS WAY

JOHNSON CITY, TN 37604

PROJECT LOCATION

LAMONT ST & VETERANS WAY

JOHNSON CITY, TN 37604

SHEET INDEX

SHEET

NUMBER SHEET NAME

FIRE PROTECTION

F-001 FIRE PROTECTION GENERAL NOTES AND LEGEND

F-101 PARTIAL 1ST FLOOR FIRE PROTECTION NEW WORK PLAN

F-102 PARTIAL ROOF FIRE PROTECTION EXISTING PLANS

FA101 PARTIAL 1ST FLOOR FIRE ALARM DEMO & NEW WORK

PLAN

FA501 FIRE ALARM DETAILS

MECHANICAL

M-001 MECHANICAL GENERAL NOTES AND DESIGN CRITERIA

M-002 MECHANICAL ABBREVIATIONS AND LEGENDS

MD101 PARTIAL 1ST FLOOR HVAC AND PLUMBING DEMOLITION

PLAN

MH101 PARTIAL 1ST FLOOR HVAC NEW WORK PLAN

MH103 PARTIAL ROOF HVAC NEW WORK PLAN

M-301 MECHANICAL SECTIONS AND 3D VIEWS

M-501 MECHANICAL DETAILS

M-601 MECHANICAL SCHEDULES

ELECTRICAL

ES001 ELECTRICAL GENERAL NOTES AND ABBREVIATIONS

ES002 ELECTRICAL LEGEND

ED101 PARTIAL 1ST FLOOR ELECTRICAL DEMOLITION PLAN

ES101 PARTIAL 1ST FLOOR LIGHTING PLAN

ES102 PARTIAL 1ST FLOOR LIGHTING PLANS

ES103 PARTIAL 1ST FLOOR PHOTOMETRIC PLAN

ES110 PARTIAL GROUND FLOOR POWER PLAN

ES111 PARTIAL 1ST FLOOR POWER PLAN

ES113 PARTIAL 3RD FLOOR POWER PLAN

ES123 PARTIAL ROOF MECHANICAL POWER PLAN

ES501 ELECTRICAL DETAILS

ES502 ELECTRICAL DETAILS

ES600 ELECTRICAL FEEDER SCHEDULES

ES601 PARTIAL ELECTRICAL RISER DIAGRAM

ES602 ELECTRICAL SCHEDULES

TELECOMMUNICATIONS

T-001 TELECOMMUNICATIONS GEN. NOTES, ABBREV. & LEGEND

TD101 PARTIAL 1ST FLOOR TELECOMMUNICATIONS DEMOLITION

PLAN

T-101 PARTIAL 1ST FLOOR TELECOMMUNICATIONS PLAN

T-111 PARTIAL 1ST FLOOR ELECTRONIC SYSTEMS PLAN

T-501 TELECOMMUNICATIONS DETAILS

Grand total: 63

SHEET INDEX

SHEET

NUMBER SHEET NAME

GENERAL

G-001 COVER SHEET

G-101 BUILDING CODE SUMMARY & DEDUCTIVE ALTERNATES

G-102 LIFE SAFETY PLAN

G-103 TEMPORARY FACILITIES & CONTROLS

STRUCTURAL

S-001 GENERAL STRUCTURAL NOTES

S-101 PARTIAL 1ST FLOOR FRAMING PLAN

S-102 PARTIAL 2ND FLOOR FRAMING PLAN

S-151 PARTIAL ROOF FRAMING PLAN

S-501 SECTIONS AND DETAILS

ARCHITECTURAL

A-001 GENERAL NOTES AND ABBREVIATIONS

A-002 SYMBOLS AND MATERIALS

A-003 PARTITION TYPES & DETAILS

AD101 PARTIAL 1ST FLOOR ARCHITECTURAL DEMOLITION PLAN

A-101 PARTIAL 1ST FLOOR ARCHITECTURAL NEW WORK PLAN

A-102 PARTIAL 2ND & 3RD FLOOR NEW WORK PLAN

A-131 PARTIAL 1ST FLOOR REFLECTED CEILING PLAN

A-151 PARTIAL ARCHITECTURAL DEMOLITION & NEW WORK

ROOF PLAN

A-301 BUILDING SECTIONS

A-302 WALL SECTIONS

A-303 MODULAR GLASS WALL SYSTEM & DEDUCT #2

A-401 ENLARGED PLANS & MILLWORK DETAILS

A-420 INTERIOR ELEVATIONS

A-421 INTERIOR ELEVATIONS

A-601 DOOR SCHEDULE

A-901 INTERIOR PERSPECTIVES

INTERIORS

I-101 PARTIAL 1ST FLOOR INTERIOR FINISH PLAN

I-601 ROOM FINISH SCHEDULE & GENERAL NOTES

IF101 PARTIAL 1ST FLOOR FURNITURE & EQUIPMENT PLAN

IG101 PARTIAL 1ST FLOOR SIGNAGE PLAN

IG601 SIGNAGE SCHEDULE & DETAILS

T R

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N

PLAN

NORTH

T R

U E

N

PLAN

NORTH

Revisions: Date: 06/23/21

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Designed

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

Raymond-Pond SDVOSB JV, LLC 1224 Royal Drive, Suite 100 Conyers, GA 30094 770-483-9592

POND & Company 3500 Parkway Lane, Suite 500 Peachtree Corners, GA 30092 678-336-7740

Raymond Engineering 1224 Royal Drive, Suite 100 Conyers, GA 30094 770-483-9592

VAMC MOUNTAIN HOME, TN

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B C

D

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F

F

F

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G-101

BUILDING CODE SUMMARY & DEDUCTIVE

ALTERNATES

RENOVATE BUILDING 77 FOR

CUSTOMER SERVICE

621-20-103

JUNE 23, 2021 RLE LSW

BID DOCUMENTS

FA124

TRASH

FA118A

JAN

FA125

TELE.

ELEVATOR

S-17

ELEVATOR

S-18

HAC

L172

VEST

L173

ELEV.ELEV.ELEV.

FA122

CONTROLLED

SUBSTANCES AND

FLAMMABLE STOR.

FA123

FA114

OFFICE

FA115

CONFERENCE

DN DN UPUP

C R

CR

C R

C R

C R

GENERAL LIFE SAFETY SHEET NOTES:

1. DEVICES HAVE BEEN SHOWN; BUT THE CONTRACTOR SHALL

ENSURE THE INSTALLATION OF ALL LIFE SAFETY DEVICES

INDICATED ON THE ENGINEERING DRAWINGS.

2. CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ANY

EXISTING FIRE RATED WALLS. ANY WORK DONE AROUND EXISTING

FIRE RATED WALLS SHALL BE DONE WITH CARE SO AS NOT TO

COMPROMISE THE RATING'S INTEGRITY. ANY DAMAGE SHALL BE

REPAIRED IMMEDIATELY.

3. THESE DRAWINGS SHALL BE INDICATED AS “FOR REFERENCE

ONLY.”

4. CONTRACTORS SHALL FOLLOW EM-385-1-1 AND NFPA 241, ALONG

WITH THE INSTALLATION’S FIRE REGULATIONS.

5. FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS, SMOKE BARRIERS

AND SMOKE PARTITIONS OR ANY OTHER WALL REQUIRED TO HAVE

PROTECTED OPENINGS OR PENETRATIONS SHALL BE EFFECTIVELY

AND PERMANENTLY IDENTIFIED WITH SIGNS OR STENCILING. SUCH

IDENTIFICATION SHALL:

a. BE LOCATED WITHIN 15 FEET OF THE END OF EACH WALL

AND AT INTERVALS NOT EXCEEDING 30 FEET MEASURED

HORIZONTALLY ALONG WITH WALL OR PARTITION.

b. INCLUDE LETTERING NOT LESS THAN 3 INCHES IN HEIGHT

WITH A MINIMUM 3/8-INCH STROKE IN A CONTRASTING COLOR

INCORPORATING THE SUGGESTED WORDING, “FIRE AND/OR

SMOKE BARRIER – PROTECT ALL OPENINGS,” OR OTHER

WORDING

150 SF

100 100

SMOKE WALLS

LIFE SAFETY PLAN LEGEND

45'-0"

TRAVEL DISTANCE

EXIT SIGN WITH DIRECTION ARROWS-

SEE ELECT. DWGS.

EGRESS CLEAR WIDTH

CAPACITY/NO. OF OCCUPANTS

2-HR. RATED WALLS

ROOM AREA

OCCUPANT LOAD

AREA PER OCCUPANT

STARTING POINT FOR TRAVEL DISTANCE

DIRECTION OF TRAVEL FOR APPROACH

36" 100/100

COMMON PATH END

CP

COMMON PATH OF EGRESS TRAVEL IDENTIFIERCP___

TOTEL PATH OF EGRESS TRAVEL IDENTIFIERTD___

DEAD END TRAVEL IDENTIFIERDE___

CR

ADA PUSH BUTTON

CARD READER

CP = 66'-9"

OFFICE

FA104

OFFICE

FA105

OFFICE

FA106

OFFICE

FA107

OPEN OFFICE

FA103

RECEPTION

FA101

PHARMACY

WAITING

FA102

1301 SF

50 26

647 SF

15 44

357 SF

150 3

149 SF

150 1

115 SF

150 1

119 SF

150 1

113 SF

150 1

ELEVATOR

ELEVATOR

E X

IS

T

IN

G E L E V

A T O

R L

O B

B Y

EXISTING

EXISTING

EXISTING CORRIDOR

66" 330/34

TD = 179'-6"

EXISTING CORRIDOR

66" 330/43

C P

CP = 24'-8"

TD = 206'TD = 214'

C P

33" 165/20

D E

NEW AUTOMATIC SLIDING

DOOR

NEW AUTOMATIC SLIDING

DOOR

OCCUPANT LOAD CALCULATION

MARK

853 SF / 150 SF/P = 7 P

OCCUPANT (USE) TYPE OCCUPANT LOAD

BUSINESS USE

647 SF / 15 SF/P = 44 PASSEMBLY LESS CONCENTRATED

CONCENTRATED BUSINESS USE 1,261 SF / 50 SF/P = 26 P

TOTAL OCCUPANT LOAD 77 PEOPLE

KEY PLAN

T R

U E

N

PLAN

NORTH

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Designed

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

ARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

Raymond-Pond SDVOSB JV, LLC 1224 Royal Drive, Suite 100 Conyers, GA 30094 770-483-9592

POND & Company 3500 Parkway Lane, Suite 500 Peachtree Corners, GA 30092 678-336-7740

Raymond Engineering 1224 Royal Drive, Suite 100 Conyers, GA 30094 770-483-9592

VAMC MOUNTAIN HOME, TN

B

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G-102

LIFE SAFETY PLAN RENOVATE BUILDING 77 FOR

CUSTOMER SERVICE

621-20-103

JUNE 23, 2021 RLE LSW

BID DOCUMENTS

SCALE: 1/8" = 1'-0"F1

PARTIAL 1ST FLOOR LIFE SAFETY PLAN

SCALE: = 1'-0"

0 8 168

1/8"

R

A C

AC

CR

C R

A C

C R

A C

C R

A C

CM

CM

J

EXISTING FINISHED FLOOR

BASE TO MATCH ADJACENT

SURFACE

(1) LAYER 5/8" TYPE "X" EACH SIDE,

LEVEL 4 FINISH & PAINT TO MATCH

ADJACENT SURFACE WHERE

EXPOSED TO VIEW

PROVIDE "L" BRACKET AT

CEILING PANEL WITH

CONTINUOUS CAULKING

EXISTING CEILING

SYSTEM; MODIFY, PATCH,

& REPAIR AS REQUIRED

NON - CONSTRUCTION SIDE

EXISTING DUCTWORK,

CONDUITS, PIPING,

WIRING, ETC.

SMOKE SEAL ALL

PENETRATIONS, TYP.

BOTH SIDES

FIRESTOP ALL VOIDS &

PROVIDE PREMOLDED

NEOPRENE FLUTE INSERTS;

EXTEND TIGHT TO DECK

CONTINUOUS FIRE CAULK, SMOKE

SEAL, TYP., INCLUDE INTERIOR

SIDE WHERE ACCESSIBLE

3 5/8" METAL STUDS @ 16" O.C.

CONSTRUCTION SIDE

CONTINUOUS PERIMETER

CAULKING WHERE TEMP BARRIER

ABUTS EXISTING WALL

EXISTING WALL TO REMAIN

(WHERE OCCURS)

EXISTING FLOOR OR ROOF DECK

NOTE: INSTALL LOCKABLE ACCESS DOOR IN

TEMPORARY CONSTRUCTION BARRIER AS SHOWN

ON FLOOR PLAN TO PROHIBIT UNAUTHORIZED

ACCESS DURING THE WORK (TYPICAL)

NOTE: INSTALL TEMPORARY CONSTRUCTION

BARRIER TO AVOID EXISTING FIRE LINES.

7 6 5 4

B

C

D

TEMPORARY

CONSTRUCTION

BARRIER DETAIL

E6/G-103

TEMPORARY

CONSTRUCTION

BARRIER DETAIL

E6/G-103

TEMPORARY

CONSTRUCTION

BARRIER DETAIL

E6/G-103

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Designed

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

ARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

Raymond-Pond SDVOSB JV, LLC 1224 Royal Drive, Suite 100 Conyers, GA 30094 770-483-9592

POND & Company 3500 Parkway Lane, Suite 500 Peachtree Corners, GA 30092 678-336-7740

Raymond Engineering 1224 Royal Drive, Suite 100 Conyers, GA 30094 770-483-9592

VAMC MOUNTAIN HOME, TN

B

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V

A C u s to m e r S e rv ic e

B L

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V

A B

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:3

A

M

G-103

TEMPORARY FACILITIES & CONTROLS RENOVATE BUILDING 77 FOR

CUSTOMER SERVICE

621-20-103

JUNE 23, 2021 LEM LTH

BID DOCUMENTS

1. PROVIDE TEMPORARY EXIT SIGNS & LIGHTS INSIDE OF CONSTRUCTION BARRIERS.

2. PROVIDE CONTINUOUS CAULKING & SMOKE SEALS FOR COMPLETELY SEALED

CONDITION SEPARATING OPERATIONAL AREAS FROM CONSTRUCTION AREAS.

3. PROVIDE CONSTRUCTION SIGNAGE PER THE GENERAL REQUIREMENTS.

4. ALL SMOKE DETECTORS SHALL BE HEAT DETECTORS.

5. CONSTRUCT TEMPORARY CONSTRUCTION BARRIERS AT NIGHT AND PROVIDE

PLASTIC IN PLACE FOR DUST CONTROL DURING INSTALLATION. PROVIDE FOR

NEGATIVE AIR WITH HEPA FILTER TO EXHAUST TO OUTSIDE OF WORK AREA.

6. INSTALL SELF-CLOSING FIRE-RATED DOORS AND METAL FRAMES COMMENSURATE

WITH PARTITION. IN ROOMS REQUIRING ACCESS, G.C. TO COORDINATE EXACT

QUANTITY REQUIRED. DOORS SHALL BE ABLE TO ACCEPT A VA SCSR LOCK BY

KABA FOR KEY CARD ACCESS. PROVIDE LOCK AND KEY CARD ACCESS. PAINT

DOOR AND FRAME TO MATCH ADJACENT WALL.

7. PROVIDE TEMPORARY WALK-OFF MATS IMMEDIATELY INSIDE OF EVERY

CONSTRUCTION ENTRANCE DOOR. CHANGE WALK-OFF MATS AS NEEDED.

8. PROVIDE FOOT RUBBER BACK MAT THAT CAN BE DAMPENED PRIOR TO WALKING

OUT OF THE CONSTRUCTION WORK AREA.

9. EXTERIOR AREAS TO BE KEPT CLEAN FOR ANY DEBRIS BEING CARRIED OUT.

10. SEE TEMPORARY CONSTRUCTION BARRIER DETAIL E6/G-103.

TEMPORARY CONSTRUCTION BARRIER NOTES:

SCALE: 1" = 1'-0"E6

TEMPORARY CONSTRUCTION BARRIER

1. COMPLY WITH APPLICABLE VA/ ICRA REGULATIONS IN PERFORMING THE

WORK.

2. COORDINATE WITH THE VA FOR OFF-HOURS ACCESS TO THE FLOORS ABOVE

AND BELOW THE WORK NEEDED FOR MECHANICAL TIE-INS. TEMPORARY ICRA

BARRIERS ARE TO BE INSTALLED AROUND ALL WORK AREAS PRIOR TO

CONSTRUCTION.

3. PERFORM THE WORK SHOWN IN THE CONTRACT DOCUMENTS IN THE AREAS

DESIGNATED, AND PROVIDE ICRA AT EACH WORK LOCATION.

4. FOLLOW APPLICABLE FIRE SAFETY CODES DURING CONSTRUCTION.

5. PAINT HARDWALL ICRA BARRIERS ON THE PUBLIC SIDE OF BARRIERS.

6. PROVIDE 15 CALENDAR DAYS NOTICE TO THE VA PRIOR AND OBTAIN

APPROVAL FOR WORK SCHEDULED TO BE PERFORMED OUTSIDE OF THE

NORMAL WORKING HOURS.

7. COORDINATE CONSTRUCTION WITH THE VA AND PROVIDE CRITICAL PATH

TIMELINE/GANTT CHART FOR ENTRY OF PROJECT WITH OWNER APPROVED

MILESTONES.

8. PRIOR TO THE START OF DEMOLITION, ISOLATE HVAC SYSTEMS IN AREAS

WHERE WORK IS BEING PERFORMED. INSTALL TEMPORARY PARTITIONS AND

COORDINATE NEW CONSTRUCTION NECESSARY TO MEET ICRA STANDARDS.

ESTABLISH NEGATIVE PRESSURE AT ICRA BARRIERS EQUIVALENT TO 0.001

WATER GAUGE. NEGATIVE PRESSURE SHALL BE ACCOMPLISHED BY HEPA

EXHAUST FILTRATION UNITS MONITORED BY DIGITAL RECORDING

MANOMETER AND BALL IN TUBE INDICATOR VISIBLE IN PUBLIC AREAS.

9. PATCH AND REPAIR EXISTING WALLS, FLOORS AND CEILINGS AFFECTED BY

DEMOLITION AND/OR CONSTRUCTION.

10. UTILIZE HEPA FILTERED FANS TO CONTROL DUST AND ACHIEVE NEGATIVE

PRESSURIZATION IN WORK SITE THROUGHOUT PROJECT.

11. DO NOT REMOVE TEMPORARY BARRIERS/ DUST PARTITIONS FROM WORK

AREA UNTIL PROJECT PHASE IS COMPLETE, AND PROJECT AREA IS

THOROUGHLY CLEANED AND APPROVED BY ENGINEERING SERVICES.

12. VACUUM WORK AREA WITH HEPA FILTERED VACUUMS. WET MOP WITH

DISINFECTANT AFTER VACUUMING - DAILY OR MORE FREQUENTLY AS

NEEDED TO MAINTAIN CLEANLINESS SUITABLE TO VAMC PERSONNEL AND

MINIMIZE DUST GENERATION.

13. REMOVE TEMPORARY BARRIER/ DUST PARTITION MATERIALS CAREFULLY TO

MINIMIZE SPREADING OF DIRT AND DEBRIS ASSOCIATED WITH

CONSTRUCTION.

14. CONTAIN CONSTRUCTION WASTE IN TIGHTLY COVERED CONTAINERS PRIOR

TO TRANSPORT. COVER TRANSPORT RECEPTACLES OR CARTS AND SECURE

WITH TAPE. WASTE INSIDE CONSTRUCTION AREA TO BE CONTAINED AND

TIGHTLY COVERED AT ALL TIMES.

15. CONTRACTOR SHALL MAINTAIN TEMPORARY LIFE SAFETY DEVICES WITHIN

THE CONSTRUCTION SITE THROUGHOUT THE DURATION OF THE PROJECT AS

DIRECTED BY THE VA AND VA SAFETY OFFICE.

16. ROUTE DISCHARGE DUCT OF HEPA FILTER TO OUTSIDE OF AREA OF WORK

(USING THE SHORTEST FEASIBLE ROUTE DETERMINED IN THE FIELD) WHERE

NEGATIVE PRESSURE IS MAINTAINED FOR WORK SPACE. VAMC ICRA GROUP

TO MONITOR AIR DURING CONSTRUCTION. FOLLOW THE VAMC GUIDELINES

AND PREVENTATIVE MEASURES PROVIDED BY THE VAMC ICRA GROUP.

CONTRACTOR TO PREPARE A PLAN OF PROTECTION MEASURES, STATUS

REPORTS AND SUBMIT FOR REVIEW AND COMPLIANCE TO THE VAMC ICRA

GROUP. CONTRACTOR'S PERSONNEL INVOLVED ARE TO BE TRAINED ON

INFECTION PREVENTION MEASURES ESTABLISHED BY THE VAMC.

CONTRACTOR TO PROVIDE RECORDING MANOMETER THROUGHOUT

CONSTRUCTION DURATION.

17. PROVIDE TEMPORARY 1 HR. RATED CONSTRUCTION BARRIER (UL465) PRIOR

TO THE START OF DEMOLITION. CONSTRUCTION DUST PARTITIONS OF 3-5/8"

METAL STUDS W/ 5/8" GWB. ON BOTH SIDES AND CONTINUOUS FIRESTOP

SEALANT. PAINT SURFACES THAT ARE EXPOSED TO THE PUBLIC VIEW IN

OCCUPIED SPACES. EXTEND PARTITION TIGHT TO THE FLOOR, SIDE WALLS

AND THE UNDERSIDE OF THE STRUCTURE. SEAL HOLES, PIPES, CONDUITS

AND PENETRATIONS APPROPRIATELY.

18. PROVIDE STICKY MATS AND HEPA VACUUM FOR WORKERS CLOTHING.

REMOVE AT COMPLETION OF WORK. MATS TO BE CHANGED AS SOON AS

VISIBLY SOILED.

19. CONSTRUCTION ENTRANCES SHALL HAVE CYPHER LOCK WITH KEY

OVERRIDE. COORDINATE WITH VA FOR LOCK CORE INSTALLATION.

20. ADJACENT SPACES SHALL REMAIN OCCUPIED AND OPERATIONAL. MAINTAIN

USER ACCESS AND MEANS OF EGRESS THROUGH THE EXISTING CORRIDORS.

MAINTAIN NEGATIVE PRESSURE AND POSITIVE PRESSURE AS REQUIRED.

21. TEMPORARY SERVICE SHUT-OFFS AND HOURS OF OPERATION ARE TO BE

COORDINATED WITH THE VA.

22. COORDINATE MOVEMENT OF CONSTRUCTION EQUIPMENT INTO AND WITHIN

THE AREA OF WORK. COORDINATION SHALL BE REVIEWED ON A DAILY BASIS

WITH THE VA.

23. CONTRACTOR TO MEET WITH VA SECURITY PRIOR TO CONSTRUCTION.

24. CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF EXISTING UTILITIES

WITHIN THE LIMITS OF CONSTRUCTION. THE CONTRACTOR SHALL EXERCISE

CAUTION TO AVOID DAMAGE OF EXISTING UTILITIES.

ICRA GENERAL CONSTRUCTION NOTES:

TYPE C

HIGH RISK

CLASS III/IV

SCALE: = 1'-0"

0 1 21

1"

SCALE: 1/8" = 1'-0"F1

PARTIAL 1ST FLOOR CONSTRUCTION PLAN

SCALE: = 1'-0"

0 8 168

1/8"

GENERAL STRUCTURAL NOTES:

A. GENERAL:

1. THE CONTRACTOR SHALL REVIEW ALL SUBMITTALS BEFORE THEY ARE PROVIDED TO THE

CONTRACTING OFFICER'S REPRESENTATIVE. THE CONTRACTOR’S REVIEW SHALL BE

DOCUMENTED WITHIN THE SUBMITTAL. THE CONTRACTING OFFICER'S REPRESENTATIVE

RESERVES THE RIGHT TO REJECT SUBMITTALS THAT HAVE NOT BEEN FIRST REVIEWED BY THE

CONTRACTOR. THE ACCURACY AND COMPLETENESS OF THE SUBMITTALS IS THE SOLE

RESPONSIBILITY OF THE CONTRACTOR, INCLUDING ALL ERRORS AND OMISSIONS. IN ADDITION, THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL MEANS, METHODS, AND SEQUENCING OF

CONSTRUCTION.

2. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL BE EXPERIENCED AND

QUALIFIED TO PERFORM THE TYPE OF CONSTRUCTION REQUIRED TO COMPLETE THE WORK

PRESCRIBED BY THE CONTRACT DOCUMENTS. THE CONTRACT DOCUMENTS WERE PREPARED AS

A COMPLETE SET OF PROJECT DRAWINGS AND SPECIFICATIONS. IT IS THE GENERAL

CONTRACTOR’S RESPONSIBILITY TO COORDINATE ALL INFORMATION PROVIDED IN THE

ARCHITECTURAL, INTERIOR, MECHANICAL, ELECTRICAL, AND FIRE PROTECTION DRAWINGS AND

SPECIFICATIONS. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER'S

REPRESENTATIVE IMMEDIATELY OF ANY CONFLICTS, OMISSIONS, OR DISCREPANCIES. THIS

COORDINATION SHALL BE PERFORMED BEFORE THE PROCUREMENT OF MATERIALS AND/OR

FABRICATION OF ANY PROJECT COMPONENTS.

3. WHERE SECTION IS SHOWN AND DETAILED, OTHER SECTIONS OF SIMILAR CONDITION SHALL BE

DETAILED THE SAME OR OPPOSITE HAND, WHETHER SPECIFICALLY NOTED OR NOT.

4. CONTRACTOR SHALL VERIFY EXISTING DIMENSIONS, ELEVATIONS, AND SITE CONDITIONS BEFORE

BEGINNING CONSTRUCTION. NOTIFY THE CONTRACTING OFFICER'S REPRESENTATIVE OF ANY

DISCREPANCIES.

5. COORDINATE SIZES AND LOCATIONS OF ALL FLOOR AND ROOF PENETRATIONS WITH

MECHANICAL, AND ARCHITECTURAL REQUIREMENTS.

6. CONTRACTING OFFICER'S REPRESENTATIVE'S APPROVAL MUST BE SECURED FOR ALL

SUBSTITUTIONS. SUCH APPROVAL MAY ALSO BE WITHHELD AT THE SOLE DISCRETION OF THE

CONTRACTING OFFICER'S REPRESENTATIVE.

7. THE STRUCTURES HAVE BEEN DESIGNED IN ACCORDANCE WITH THE PROVISIONS OF THE

FOLLOWING:

a. INTERNATIONAL BUILDING CODE, 2018 EDITION (IBC 2018).

b. INTERNATIONAL EXISTING BUILDING CODE, 2018 EDITION (IEBC 2018).

c. AMERICAN SOCIETY OF CIVIL ENGINEERS, "MINIMUM DESIGN LOADS FOR BUILDINGS AND

OTHER STRUCTURES," 2016 EDITION (ASCE 7-16).

d. US DEPARTMENT OF VETERANS AFFAIRS: STRUCTURAL DESIGN MANUAL FOR HOSPITAL

PROJECTS, FEBRUARY 2014 (PG-18-10).

e. US DEPARTMENT OF VETERANS AFFAIRS: SEISMIC DESIGN REQUIREMENTS, NOVEMBER 2019 (H-18-8)

8. THE SIGNATURES AND REGISTRATION DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE

PROJECT DOCUMENTS WITHIN THE SCOPE OF THEIR EMPLOYMENT AS REQUIRED BY FAR

52.236-25. STAMP PROVIDED FOR FEDERAL GOVERNMENT USE ONLY. NOT TO BE PERMITTED

THROUGH A STATE AGENCY.

9. THE CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING REQUIRED TO ERECT

AND HOLD THE STRUCTURE IN PROPER ALIGNMENT UNTIL PERMANENT SUPPORTS AND LATERAL

BRACING ARE IN PLACE.

10. DO NOT SCALE DRAWINGS, USE DIMENSIONS.

11. DESIGN LOADS USED IN THE DESIGN OF THE STRUCTURAL SYSTEMS IN THIS PROJECT ARE AS

FOLLOWS:

a. RISK CATEGORY IV

b. DEAD LOAD (FROM EXISTING DRAWINGS COURT AREA GRIDS B,D,4,7):

FIRST FLOOR SELF-WEIGHT

CEILINGS AND MEP 10 PSF

SECOND FLOOR (COURT AREA BEAMS/COLUMNS DESIGNED FOR FUTURE EXPANSION AS THE

TYPICAL FLOOR AREA) SELF-WEIGHT

CEILINGS AND MEP 10 PSF

PARTITIONS 25 PSF

ROOF SELF-WEIGHT

c. DEAD LOAD (FOR NEW WORK):

CEILINGS AND MEP ABOVE PHARMACY WAITING 25 PSF

CEILINGS AND MEP ABOVE OFFICES 15 PSF

d. LIVE LOAD (FROM EXISTING DRAWINGS COURT AREA GRIDS B,D,4,7):

FIRST FLOOR INCLUDING FINISHES 250 PSF (INCLUDES PROVISIONS FOR FUTURE

EXPANSION)

SECOND FLOOR INCLUDING FINISHES (COURT AREA BEAMS/COLUMNS DESIGNED FOR

FUTURE EXPANSION AS THE TYPICAL FLOOR AREA) 100 PSF

ROOF 20 PSF

BAR JOISTS ALONG CATWALK ADDITIONAL 20 PLF

e. LIVE LOAD (FOR NEW WORK):

CEILING ABOVE PHARMACY WAITING AND OFFICES 20 PSF

f. ROOF SNOW LOAD (FOR NEW WORK):

GROUND SNOW LOAD, pg 15 psf SNOW EXPOSURE FACTOR, Ce 1.0 IMPORTANCE FACTOR, Is 1.0 THERMAL FACTOR, Ct 1.0 FLAT ROOF SNOW LOAD, pf 15 psf

g. WIND DESIGN CRITERIA (FOR NEW WORK):

EXPOSURE CATEGORY C

BASIC WIND SPEED, V 115 MPH (FACTORED, ULTIMATE LOAD)

89.1MPH (UNFACTORED, SERVICE LOAD)

GUST FACTOR 0.85

INTERNAL PRESSURE COEFFICIENT, GCp ± 0.18 INTERIOR WIND LOADING (PARTITIONS) 5 psf (UNFACTORED, SERVICE LOAD)

IMPORTANCE FACTOR, IW 1.0

h. SEISMIC DESIGN CRITERIA (FOR NEW WORK):

SPECTRAL RESPONSE ACCELERATION:

Ss (SHORT PERIOD (0.2 SECOND)) 0.294 g S1 (LONG PERIOD (1.0 SECOND)) 0.09 g SDS (SHORT PERIOD (0.2 SECOND)) 0.307 g SD1 (LONG PERIOD (1.0 SECOND)) 0.144 g

SITE CLASS CLASS D (PRESUMED WITHOUT

GEOTECHNICAL ENGINEERING REPORT)

SEISMIC DESIGN CATEGORY D

EXISTING LATERAL FORCE RESISTING SYSTEM

ORDINARY REINFORCED CONCRETE SHEAR WALLS AT GROUND LEVEL AND

STEEL ORDINARY CONCENTRIC BRACED FRAMES ABOVE

IMPORTANCE FACTOR, Ie 1.5

RESPONSE MODIFICATION COEFFICIENT, R 3 1/4

SEISMIC RESPONSE COEFFICIENT, Cs 0.137

ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE

SEISMIC BASE SHEAR, V 0.137 x BUILDING SEISMIC DEAD LOAD

ALLOWED INTERSTORY DRIFT 0.2 INCHES

12. ALL VERTICAL ELEVATIONS ARE BASED ON THE CONTROL ELEVATION FROM SURVEY BY OTHERS.

1. STRUCTURAL STEEL FOR THIS PROJECT HAS BEEN DESIGNED IN ACCORDANCE WITH THE

FIFTEENTH EDITION OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) "STEEL

CONSTRUCTION MANUAL."

2. STRUCTURAL STEEL SHALL COMPLY WITH THE FOLLOWING SPECIFICATIONS:

3. WELDING SHALL BE IN ACCORDANCE WITH AWS D1.1, "STRUCTURAL WELDING CODE - STEEL," LATEST EDITION. WELD ELECTRODES SHALL BE E70XX. PROVIDE 1/4" CONTINUOUS FILLET WELDS

UNLESS NOTED OTHERWISE.

4. EXPOSED EXTERIOR METAL INCLUDING ALL EXTERIOR METAL FABRICATIONS SHALL BE SHOP FABRICATED, PRIMED, AND PAINTED IN ACCORDANCE WITH SPECIFICATION 09 91 00 "PAINTS AND

COATINGS."

COMPONENT TYPE STANDARD YIELD STRENGTH

a. STRUCTURAL STEEL WIDE FLANGE SHAPES:

b. OTHER STRUCTURAL STEEL SHAPES, PLATES, AND BARS:

c. HOLLOW STRUCTURAL SECTIONS (HSS):

d. STEEL PIPE:

e. ANCHOR RODS:

ASTM A992

ASTM A36

ASTM A500

(GRADE B)

ASTM A53

(GRADE B)

ASTM F1554

Fy = 50 ksi

Fy = 36 ksi

Fy = 46 ksi

Fy = 35 ksi

Fy = 36 ksi

B. STRUCTURAL STEEL:

1. LIGHT-GAUGE FRAMING SHALL BE A DELEGATED DESIGN. SEE SPECIFICATION 05 40 00, "COLD-

FORMED METAL FRAMING".

2. SIZE, STYLE, AND GAUGE OF FRAMING MEMBERS SHALL BE BASED ON STEEL STUD

MANUFACTURER'S ASSOCIATION PRODUCT TECHNICAL INFORMATION.

3. ALL LIGHT-GAUGE STRUCTURAL FRAMING MEMBERS SHALL BE FORMED FROM CORROSION-

RESISTANT STEEL, CORRESPONDING TO THE REQUIREMENTS OF ASTM A1004 WITH A MINIMUM

YIELD STRENGTH OF 33 ksi.

4. ALL LIGHT-GAUGE MEMBERS SHALL BE GALVANIZED WITH A G60 COATING.

5. LATERAL BRACING SHALL BE INSTALLED IN ALL WALLS AT 48" MAXIMUM CENTERS.

6. ALL FIELD CUTTING OF LIGHT-GAUGE MEMBERS SHALL BE COMPLETED BY SAWING OR SHEARING.

TORCH CUTTING IS NOT ACCEPTABLE.

7. STUDS OR OTHER COLD-FORMED MEMBERS SHALL NOT BE NOTCHED, COPED, OR SPLICED,

UNLESS NOTED OTHERWISE.

8. ALL STUDS SHALL BE FULLY SEATED FOR FULL END BEARING ON BOTTOM TRACK.

9. TOP TRACKS AT THE TOP OF STUDS ANCHORED TO BOTTOM SIDE OF STRUCTURAL COMPONENTS

SHALL ALLOW FOR A 1" VERTICAL DEFLECTION WITHOUT TRANSFERRING VERTICAL LOAD TO

STUDS.

C. LIGHT-GAUGE STEEL FRAMING:

1. QUALIFIED SPECIAL INSPECTORS SHALL BE RETAINED TO PERFORM INSPECTIONS REQUIRED BY THE BUILDING CODE. SEE SPECIFICATION 01 45 35 "SPECIAL INSPECTIONS" FOR THE SPECIAL

INSPECTIONS STATEMENT AND SCHEDULES.

2. ANY FIELD OBSERVATIONS OR OTHER WORK PROGRESS REVIEW PERFORMED BY THE

STRUCTURAL ENGINEER SHALL NOT BE CONSTRUED AS A SPECIAL INSPECTION.

D. SPECIAL INSPECTIONS:

1. ALL POST INSTALLED ANCHORS SHALL BE INSTALLED WITH THE PRODUCT DIAMETER AND

EMBEDMENT SHOWN IN THE DETAILS.

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

INSTRUCTIONS. CONTRACTOR SHALL CONTACT MANUFACTURER'S REPRESENTATIVE FOR

PRODUCT INSTALLATION TRAINING.

3. REFER TO THE PROJECT BUILDING CODE AND/OR EVALUATION REPORT FOR SPECIAL

INSPECTIONS AND PROOF LOAD REQUIREMENTS.

4. THREADED RODS SHALL HAVE A MINIMUM YIELD STRENGTH OF 36 ksi.

5. SUBSTITUTION REQUESTS FOR PRODUCTS OTHER THAN THOSE LISTED BELOW MAY BE

SUBMITTED BY THE CONTRACTOR TO THE ENGINEER OF RECORD FOR REVIEW. SUBSTITUTIONS

WILL ONLY BE CONSIDERED FOR PRODUCTS HAVING A RESEARCH REPORT RECOGNIZING THE

PRODUCT FOR THE APPROPRIATE APPLICATION UNDER THE PRODUCT BUILDING CODE.

SUBSTITUTION REQUESTS SHALL INCLUDE CALCULATIONS THAT DEMONSTRATE THE

SUBSTITUTED PRODUCT IS CAPABLE OF ACHIEVING THE EQUIVALENT PERFORMANCE VALUES OF

THE DESIGN BASIS PRODUCT.

6. ADHESIVE ANCHORS SHALL HAVE BEEN TESTED IN ACCORDANCE WITH ACI 355.4 AND ICC-ES

AC308 FOR CRACKED CONCRETE AND SEISMIC APPLICATIONS. DESIGN ADHESIVE BOND

STRENGTH HAS BEEN BASED ON ACI 355.4 TEMPERATURE CATEGORY B WITH INSTALLATIONS

INTO DRY HOLES DRILLED USING A CARBIDE DRILL BIT INTO CRACKED CONCRETE THAT HAS

CURED FOR AT LEAST 21 DAYS. ADHESIVE ANCHORS REQUIRING CERTIFIED INSTALLATIONS

SHALL BE INSTALLED BY A CERTIFIED ADHESIVE ANCHOR INSTALLER PER ACI 318-14 D.9.2.2.

INSTALLATIONS REQUIRING CERTIFIED INSTALLERS SHALL BE INSPECTED PER ACI 318-14 D.9.2.4.

PRE-APPROVED PRODUCTS INCLUDE:

BASIS OF DESIGN

MANUFACTURER PRODUCT ICC REPORT

HILTI

HIT-HY 200R WITH

HIT-Z ANCHORS

PRE-APPROVED

ALTERNATE

ANCHORS

ESR-3187HILTI

HIT-RE 500-SD WITH

THREADED ROD

ESR-2322

SIMPSON STRONG-TIE

SET-XP WITH

THREADED ROD

ESR-2508

POWERS FASTENERS

PE1000+ WITH

THREADED ROD

ESR-2583

E. POST INSTALLED ANCHORS:

C O

N C

R E

T E

BASIS OF DESIGN HILTI

HIT-HY 270 WITH

THREADED ROD

ESR-4143

B R

IC

K

STRUCTURAL ABBREVIATIONS

AT

ARCHITECTURAL

BUILDING

BEAM

BOTTOM

CENTERLINE

CAST-IN-PLACE

CONTRACTION JOINT

COLUMN

CONCRETE

CONSTRUCTION

CONTINUOUS

DEAD LOAD

DRAWING

DOWEL

EACH END

EACH FACE

ENGINEER OF RECORD

EDGE OF SLAB

EACH SIDE

EACH WAY

EXPANSION

FLOOR DRAIN

FLOOR PENETRATION

FINISH FLOOR

FAR SIDE

HEADED CONCRETE ANCHOR

HORIZONTAL

HEADED STUD

HEIGHT

HEAVY

INCH

INTERIOR

1,000 POUNDS PER SQUARE INCH

EXTERIOR

FEET

DIAMETER

ELEVATION

CLEAR

POUNDS

LIVE LOAD

LONG LEG HORIZONTAL

LONG LEG VERTICAL

MAXIMUM

MANUFACTURER

MINIMUM

NOT APPLICABLE

NOT IN CONTRACT

NEAR SIDE

OUT TO OUT

ON CENTER

OPENING

OPPOSITE

PLATE

PROJECTION

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

REINFORCED CONCRETE BEAM

REQUIRED

SQUARE FOOT

SIMILAR

STANDARD

STEEL

SELF-WEIGHT

TOP AND BOTTOM

TOP OF

TYPICAL

UNLESS NOTED OTHERWISE

VERTICAL

WITH

WATER TO CEMENT

WIDE FLANGE

WIND LOAD

WORKING POINT

WEIGHT

WELDED WIRE REINFORCEMENT

SQUARE

THREADED

PRE-MOLDED JOINT FILLER

REINFORCEMENT

NOT TO SCALE

ARCH.

BLDG.

BM

BTM.

C.L.

CIP

CJ

CLR.

COL.

CONC.

CONST.

CONT.

DIA.

D.L.

DWG.

DWL.

E.E.

E.F.

ELEV.

E.O.R.

E.O.S.

E.S.

E.W.

EXP.

EXT.

FD

F.P.

F.F.

F.S.

FT.

HCA.

HOR.

H.S.

HT.

HVY.

IN.

INT.

ksi lb

L.L.

LLH

LLV

MAX.

MFR.

MIN.

N/A

N.I.C.

N.S.

N.T.S.

O/O

O.C.

OPN'G

OPP.

PL.

PJF

PROJ.

psf psi

RCB

REINF.

REQ'D

S.F.

SIM.

SQ.

STD.

STL.

S.W.

T&B

T/

THRD'D

TYP.

U.N.O.

VERT.

w/

W/C

WF

W.L.

W.P.

WT.

WWR

KIPSK

EQUALEQ.

EXISTINGEXIST.

BOTTOM OFB/

DEGREEDEG.

ELECTRICALELEC.

HOLLOW STRUCTURAL SECTIONHSS

MECHANICALMECH.

TOP OF STEELTOS

GAUGEga

GALVANIZEDGALV.

HOOKHK.

DEFORMED BAR ANCHORDBA

DECK BEARING ELEVATIONDBE

JOIST BEARING ELEVATIONJBE

POWDER ACTUATED FASTENERPAF

PANEL JOINTPJ

NOTE: NOT ALL ABBREVIATIONS ARE APPLICABLE TO THIS PROJECT.

CONTRACTING OFFICER'S

REPRESENTATIVE

COR

SHEET NAMING CONVENTION

S-001A

2 DIGIT SEQUENTIAL # (01-99)

(FIRST DIGIT INDICATES PLAN

TYPE. SECOND DIGIT INDICATES

FLOOR)

1 DIGIT SHEET TYPE DESIGNATOR

0 - GENERAL

1 - PLANS

2 - ELEVATIONS

3 - SECTIONS

4 - ENLARGED PLANS

5 - DETAILS

6 - SCHEDULES AND DIAGRAMS

7 - VARIES

8 - VARIES

9 - 3D VIEWS (ISO, PERSPECTIVES)

2 DIGIT DESCIPLINE

DESIGNATOR

(IF ONLY ONE LETTER IS

USED, THE SECOND

LETTER IS REPLACED

WITH A DASH "-" AS A

PLACEHOLDER)**

1 DIGIT AREA

DESIGNATOR

(AREA DESIGNATOR

ONLY USED WHEN

PLANS ARE SUBDIVIDED

INTO AREAS.)

NOTE:

1. NOT ALL ABBREVIATIONS SHOWN WILL BE USED ON THIS

PROJECT.

NOTES:

1. ALL EXISTING EQUIPMENT IS SHOWN IN HALFTONE

LINEWORK. ALL DEMOLISHED EQUIPMENT IS SHOWN IN BOLD

LINEWORK, DASHED AND HATCHED. ALL NEW OR RELOCATED

EQUIPMENT IS SHOWN IN BOLD LINEWORK. BELOW IS AN

EXAMPLE OF EACH:

EXISTING EQUIPMENT

NEW OR RELOCATED EQUIPMENT

HATCH INDICATES EQUIPMENT TO BE DEMOLISHED

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Designed

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

ARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

Raymond-Pond SDVOSB JV, LLC 1224 Royal Drive, Suite 100 Conyers, GA 30094 770-483-9592

POND & Company 3500 Parkway Lane, Suite 500 Peachtree Corners, GA 30092 678-336-7740

Raymond Engineering 1224 Royal Drive, Suite 100 Conyers, GA 30094 770-483-9592

VAMC MOUNTAIN HOME, TN

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S-001

GENERAL STRUCTURAL NOTES RENOVATE BUILDING 77 FOR

CUSTOMER SERVICE

621-20-103

JUNE 23, 2021 R NEW A BOOTH

Revisions: Date:

SHEET NOTES:

1.

2.

3.

SEE SHEET S-001 FOR GENERAL STRUCTURAL NOTES AND

ABBREVIATION KEY.

SEE SHEET S-501 FOR TYPICAL STRUCTURAL DETAILS.

LEVEL SHOWN IS 1ST FLOOR LEVEL WITH REFERENCE FLOOR

ELEVATION OF +0'-0". FINISHED GROUND FLOOR SLAB

ELEVATION AT LEVEL BELOW = (-)10'-10 1/2" CORRESPONDS

TO USGS ELEVATION OF 1704.80'.

7 6 5 4

B

C

D

EXISTING 9" THICK

REINFORCED CONCRETE

ELEVATED SLAB

TOP OF SLAB = +0'-0"

EXIST. CONCRETE TOPPING SLAB OR EXIST.

CONCRETE TOPPING-ON-BRICK-PAVERS

TOP/SLAB EL VARIES = APPROX +0-0" MAX,

(-)0'-1" MIN

EXIST. 9" THICK REINFORCED CONCRETE

STRUCTURED SLAB

TOP/ STRUCTURED SLAB = (-)0'-9"

21'-0" 20'-0" 20'-0"

TYP UNO

TYP UNO

TYP

V.I.F.

3'-8"

C 2, C

C

C 2, C

C

C 2, C

C

C 2, C

C

C 2, C

C

C 2, C

C

C 2, C

C

C 2, C

C

C 2, C

C

C 2, C

C

C

C

C

C

3 5

SHEET LEGEND:

AREA OF NO WORK

KEYNOTES:?#

1. EXIST. WALKING SURFACE IS NOT LEVEL; HIGHEST ELEVATIONS

AROUND PERIMETER AND COLUMNS FOR CONCRETE ARCHES,

WITH LOW SPOTS IN BETWEEN. APPLY SELF-LEVELING

CONCRETE TOPPING CAPABLE OF ACHIEVING A FEATHER EDGE.

MAX ALLOWED THICKNESS = 1". IF GREATER THICKNESS IS

REQUIRED, CONTACT COR FOR ADDITIONAL INSTRUCTIONS.

FOR BIDDING PURPOSES ONLY, USE 1/4" THICKNESS OVER

ENTIRE AREA. PROVIDE CONTROL JOINTS IN NEW TOPPING.

MATCH ANY JOINTS IN EXISTING SLAB BELOW AND PROVIDE

NEW JOINTS AT 6'-0" O.C. MAX IN BETWEEN. IF NO EXISTING

JOINTS BELOW TO MATCH, PROVIDE NEW JOINTS IN TOPPING

SLAB AT 6'-0" O.C. MAX. SEE D3/S-501.

2. DEMOLISH EXISTING REINFORCED CONCRETE CURB THIS AREA.

CAREFULLY CHIP AND SAW CUT AS REQUIRED TO REMOVE

CONCRETE AND CUT REINFORCEMENT. DO NO DAMAGE

STRUCTURE BELOW. PROVIDE SMOOTH SURFACE FOR

FLOORING

3. 3 5/8" METAL WALL STUDS AT 16" O.C. WITH 3 5/8" TRACK TOP

AND BOTTOM. ALIGN STUDS WITH JOISTS ABOVE. SEE GENERAL

NOTES FOR BRIDGING. PROVIDE STUD PACKS AS REQUIRED

FOR JAMBS AND BEAM SUPPORTS.

4. 8'-0" TALL 3 5/8" OR 6" METAL STUD WALL, SIZED AS REQUIRED

TO MEET DEFLECTION REQUIREMENTS.

5. 2" METAL STUD INFILL IN EXISTING OPENINGS IN CURTAIN WALL.

SEE ARCHITECTURAL DRAWINGS

C1 EXIST. CONCRETE COLUMN WITH 8'-8" x 8'-8" x 9-1/2" DROP

PANELS LOCATED BELOW 1ST FLOOR SLAB

C2 EXIST. CONCRETE CORE WITH BRICK FACED COLUMN LOCATED

FROM 1ST FLOOR SLAB TO 2ND FLOOR FRAMING LEVEL

C3 EXIST. STEEL COLUMN LOCATED FROM 1ST FLOOR SLAB TO

ROOF

SCALE: 1/4" = 1'-0"F1

PARTIAL 1ST FLOOR FRAMING PLAN

KEY PLAN

T R

U E

N

PLAN

NORTH

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Designed

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

ARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

Raymond-Pond SDVOSB JV, LLC 1224 Royal Drive, Suite 100 Conyers, GA 30094 770-483-9592

POND & Company 3500 Parkway Lane, Suite 500 Peachtree Corners, GA 30092 678-336-7740

Raymond Engineering 1224 Royal Drive, Suite 100 Conyers, GA 30094 770-483-9592

VAMC MOUNTAIN HOME, TN

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S-101

PARTIAL 1ST FLOOR FRAMING PLAN RENOVATE BUILDING 77 FOR

CUSTOMER SERVICE

621-20-103

JUNE 23, 2021 R NEW A BOOTH

BID DOCUMENTS

SCALE: = 1'-0"

0 4 84

1/4"

7 6 5 4

C

D

21'-0" 20'-0" 20'-0"

T/ SLAB

T/ SLAB

ELEV. = 15'-0"

T/ CONCRETE ARCHES

TYP

1 TYP

TYP, UNO

TYP

6 6

EQ. EQ. EQ. EQ.4'-11" 8'-11" 5'-2"

6"

9 1/2" 8'-0" 1'-5" 8'-0" 9 1/2"

6"

6'-0" 10"

6" 6"

7" 4'-0"

OPEN TO

BELOW

OPEN TO

BELOW

6 6

F1

S-501

D1

S-501

D1

S-501

B1

S-501

B3

S-501

TYP.

B3

S-501

TYP.

B3

S-501

TYP.

B3

S-501

TYP.

B3

S-501

TYP.

6 6 6

S-102

F7

D7

S-501

TYP.

D1

S-501

F7

S-501

TYP.

F7

S-501

TYP.

SHEET NOTES:

1.

2.

3.

4.

SEE SHEET S-001 FOR GENERAL STRUCTURAL

NOTES AND ABBREVIATION KEY.

SEE SHEET S-501 FOR TYPICAL STRUCTURAL

DETAILS.

LEVEL SHOWN IS 2ND FLOOR LEVEL WITH

REFERENCE FLOOR ELEVATION OF +15'-0".

FINISHED GROUND FLOOR SLAB ELEVATION =

(-)10'-10 1/2" CORRESPONDS TO USGS ELEVATION

OF 1704.80'.

THIRD FLOOR FRAMING PLAN NOT SHOWN.

SHEET LEGEND:

AREA OF NO WORK

KEYNOTES:?#

1. 8" CEILING JOISTS AT 16" O.C. MAX, TYP. U.N.O. ATTACH PANELS TO TOP AND BOTTOM OF JOISTS - SEE ARCHITECTURAL DRAWINGS. STAGGER JOINTS AT EACH LAYER. ATTACH EACH LAYER W. #12 SELF TAPPING SCREWS WITH RECESSED HEADS IN 8" O.C. PATTERN AROUND PANEL PERIMETER AND IN FIELD. MECHANICAL DUCTS BEAR ON TOP OR SUSPEND FROM JOISTS AS REQUIRED. COORDINATE JOIST SPACING WITH MECHANICAL DUCTS. SEE MECHANICAL DRAWINGS. SUSPEND ACT CEILING FROM JOISTS. DO NOT SUSPEND DUCTS OR ACT

HANGERS FROM DRYWALL.

2. JOISTS DESIGNED FOR 20 PSF LL. DO NOT USE FOR STORAGE. PANELS ARE NOT A WALKING SURFACE. USE TEMPORARY PLANKS DURING ACCESS. SEE ARCHITECTURAL DRAWINGS FOR WARNING STATEMENT TO BE

PLACED ON TOP OF SURFACE.

3. 8" CEILING JOISTS AT 16" O.C. MAX. NO PANELS ARE ATTACHED TO TOP OR BOTTOM OF JOISTS. SUSPEND ACT CEILING FROM JOISTS. MECHANICAL DUCTS BEAR ON TOP OR SUSPEND FROM BELOW AS REQUIRED. COORDINATE

JOIST SPACING WITH MECHANICAL DUCTS. SEE MECHANICAL DRAWINGS.

4. JOISTS DESIGNED FOR 20 PSF LL. DO NOT USE FOR STORAGE. USE TEMPORARY PLANKS DURING ACCESS.

5. BOX BEAM AT OPENING, WINDOW, OR AT CHANGE IN JOIST DIRECTION.

6. HSS 8x4x1/4 TUBES W. UNISTRUT P1000 ATTACHED TO BOTTOM FACE. CONTRACTOR TO FIELD COORDINATE

DIMENSIONS SHOWN WITH BAFFLE MANUFACTURER'S CONNECTION POINTS.

7. SOUND BAFFLES AND LIGHT BAFFLES ATTACHED TO BOTTOM OF UNISTRUT - SEE ARCHITECTURAL DRAWINGS.

8. HSS 8x4x1/4 TUBE FOR LIGHTING SUPPORT. SEE ELECTRICAL DRAWINGS FOR LIGHT SPECIFIED. MAX WEIGHT OF

EACH LIGHT SHOWN = 30 LBS MAX.

9. HSS 8x4x1/4 TUBE FOR LIGHTING SUPPORT. SEE ELECTRICAL DRAWINGS FOR LIGHT SPECIFIED. ATTACH HSS TUBES TO FACE OF CONCRETE ARCH AT SOUTH END. AT OTHER END, BEAR ON METAL WALL STUD PACK. DESIGN METAL STUD PACK TO SUPPORT REACTIONS OF DL = 100 LBS, LL = 150 LBS, LATERAL = 50 LBS. LOADS SHOWN ARE

ASD. MAX WEIGHT OF EACH LIGHT SHOWN = 30 LBS MAX.

10. JOIST EACH SIDE OF CONCRETE ARCH.

11. MECHANICAL DUCT BEARS ON TOP OF CONCRETE ARCH.

12. CONTRACTOR TO SUPPORT VERTICAL MECHANICAL DUCT AS REQUIRED BY ATTACHING TO FACE OF BRICK WALL.

USE MIN. TWO ADHESIVE ANCHORS WITH 3 1/8" EMBED INTO BRICK VENEER. DO NOT SUPPORT VERTICAL DUCT ON

COLD FORMED METAL JOISTS BELOW.

13. EXIST. REINFORCED CONCRETE ARCHES.

14. EXIST. STEEL BEAM ENCASED IN CONCRETE AROUND PERIMETER OF ATRIUM.

15. SOFFIT SUSPENDED FROM JOISTS, PROVIDE MULTIPLE JOISTS AS REQUIRED.

16. FOR DEDUCTIVE ALTERNATE #2, REMOVE BOX BEAM AND REPLACE WITH METAL WALL STUDS AND HEADERS OVER

DOOR OPENINGS.

17. HEADER TO SUPPORT JOISTS WHERE CURVED CONCRETE ARCH INTERRUPTS JOISTS. BEAR HEADER ON WALL

STUDS AT WEST END OF HEADER AND ATTACH TO SIDE OF CONT. JOIST AT EAST END.

18. JOIST STRONGBACKS TO BRACE JOISTS AND

BOX BEAM ABOVE OPENING. MINIMUM TWO

PER SPAN

19. HEADER AT OPENING.

6 5

C

D

14 TYP

8 8 8 8

4'-11" 8'-11" 5'-2" EQ. EQ.EQ.

OPEN TO

BELOW

B3

S-501

TYP.

KEY PLAN

T R

U E

N

PLAN

NORTH

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Designed

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

ARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

Raymond-Pond SDVOSB JV, LLC 1224 Royal Drive, Suite 100 Conyers, GA 30094 770-483-9592

POND & Company 3500 Parkway Lane, Suite 500 Peachtree Corners, GA 30092 678-336-7740

Raymond Engineering 1224 Royal Drive, Suite 100 Conyers, GA 30094 770-483-9592

VAMC MOUNTAIN HOME, TN

B

IM

/1

V A

C u s to m e r

S e rv ic e B

L D

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/1

V

A

B L D

G

S

T R

C v

.r v t

/1

/2

:0

:3

P

M

S-102

PARTIAL 2ND FLOOR FRAMING PLAN RENOVATE BUILDING 77 FOR

CUSTOMER SERVICE

621-20-103

JUNE 23, 2021 R NEW A BOOTH

BID DOCUMENTS

SCALE: 1/4" = 1'-0"F1

PARTIAL 2ND FLOOR FRAMING PLAN

SCALE: = 1'-0"

0 4 84

1/4"

Revisions: Date:

SCALE: N.T.S.F7

PARTIAL 2ND FLOOR FRAMING PLAN - DEDUCT #4

C

D

21'-0" 20'-0" 20'-0"

EXIST. W16x26

EXIST. W16x26

EXIST. W16x26

EXIST. W16x26

EXIST. W16x26

EXIST. W16x26

EXIST. W16x26

EXIST. W16x26 EXIST. W16x26EXIST. W16x26 EXIST. W16x26 EXIST. W16x26 EXIST. W16x26

EXIST. W16x26

EXIST. W16x26

EXIST. W16x26

EXIST. W16x26

EXIST. W16x26

EXIST. W16x26

EXIST. W16x26

E X

IS

T

W x

E X

IS

T

W x

E X

IS

T

W x

E X

IS

T

W x

EXIST. W16x26EXIST. W16x26 EXIST. W16x26 EXIST. W16x26 EXIST. W16x26

E X

IS

T

W x

EXIST. W16x26

S L O

P E

S L O

P E

EXIST. 32LH10 JOIST HI

EXIST. W14x22 EXIST. W16x26

EXIST. W14x22 EXIST. W16x26

EXIST. W14x22 EXIST. W16x26

EXIST. W14x22 EXIST. W16x26

EXIST. W14x22 EXIST. W16x26

EXIST. W14x22

E X

IS

T

W x

E X

IS

T

W x

E X

IS

T

W x

E X

IS

T

W x

E X

IS

T

W x

E X

IS

T

W x

E X

IS

T

W x

E X

IS

T

W x

HIHIHI

HI HI HI

H I

H I

H I

H I

+/- 1'-1"

COORD W. EQUIP

+/- 6'-6"

C O

O R

D W

E

Q U

IP

EXIST. 32LH10 JOIST HI

EXIST. 32LH10 JOIST HI

EXIST. 32LH10 JOIST HI

EXIST. 32LH10 JOIST HI

EXIST. 32LH10 JOIST HI

EXIST. 32LH10 JOIST HI

EXIST. 32LH10 JOIST HI

EXIST. 32LH10 JOIST HI

EXIST. HIGH ROOF

EXIST. LOW ROOF

ROOF FRAMING PLAN NOTES:

1.

2.

3.

4.

SEE SHEET S-001 FOR GENERAL STRUCTURAL NOTES AND

ABBREVIATION KEY.

SEE SHEET S-501 FOR TYPICAL STRUCTURAL DETAILS.

LEVEL SHOWN IS ROOF LEVEL. FINISHED GROUND FLOOR

SLAB ELEVATION = (-)10'-10 1/2" CORRESPONDS TO USGS

ELEVATION OF 1704.80'.

THIRD FLOOR FRAMING PLAN NOT SHOWN.

ROOF FRAMING PLAN LEGEND:

DIRECTION OF DECK SPAN

SLOPE

ROOF SLOPE DOWN DIRECTION

AREA OF NO WORK

KEYNOTES:?#

1. NEW MECHANICAL UNIT, SEE MECHANICAL DRAWINGS. MAX

WEIGHT = 1000 LBS.

2. NEW STEEL SUPPORT FRAMING BELOW EXISTING ROOF DECK,

SEE

3. EXISTING ROOF ACCESS HATCH.

4. NEW DUCT PENETRATION THROUGH EXISTING CLERESTORY

WINDOW OPENING. SEE ARCHITECTURAL DRAWINGS FOR INFILL

AROUND DUCT.

5. CONTRACTOR TO SUPPORT VERTICAL MECHANICAL DUCT AS

REQUIRED BY ATTACHING TO FACE OF BRICK WALL. USE MIN.

TWO ADHESIVE ANCHORS WITH 3 1/8" EMBED INTO BRICK

VENEER. DO NOT SUPPORT VERTICAL DUCT ON COLD FORMED

METAL JOISTS BELOW.

/B6 S-501

KEY PLAN

T R

U E

N

PLAN

NORTH

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Designed

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

ARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

Raymond-Pond SDVOSB JV, LLC 1224 Royal Drive, Suite 100 Conyers, GA 30094 770-483-9592

POND & Company 3500 Parkway Lane, Suite 500 Peachtree Corners, GA 30092 678-336-7740

Raymond Engineering 1224 Royal Drive, Suite 100 Conyers, GA 30094 770-483-9592

VAMC MOUNTAIN HOME, TN

B

IM

/1

V A

C u s to m e r

S e rv ic e B

L D

G

/1

V

A

B L D

G

S

T R

C v

.r v t

/1

/2

:0

:3

P

M

S-151

PARTIAL ROOF FRAMING PLAN RENOVATE BUILDING 77 FOR

CUSTOMER SERVICE

621-20-103

JUNE 23, 2021 R NEW A BOOTH

BID DOCUMENTS

SCALE: 1/4" = 1'-0"F1

PARTIAL ROOF FRAMING PLAN

SCALE: = 1'-0"

0 4 84

A

A

DETAIL A-A

1/2" DIA. ADHESIVE ANCHORS

W. 3" EMBED IN HORIZ.

SHORT SLOTTED HOLES IN

STEEL ANGLE INTO EXIST.

CONCRETE ARCH

L8x4x7/16 CONT STEEL

ANGLE LEDGER

COLD FORMED

METAL JOIST

BOX BEAM

NOTE: LOCATE VERTICAL AND

HORIZONTAL

REINFORCEMENT IN EXIST.

CONCRETE BEAM USING NON-

DESTRUCTIVE TECHNIQUES.

ADJUST LOCATION OF

ANCHORS TO AVOID

REINFORCEMENT

3/8" STIFFENER PLATE

6" 6"

3/16

COLD FORMED METAL

JOIST BOX BEAM

SURFACE - SEE PLAN

ATTACHMENT TO STEEL ANGLE

COLD FORMED STEEL TRACK

A

A

DETAIL A-A

1/2" DIA. ADHESIVE ANCHORS

W. 3" EMBED IN HORIZ.

SHORT SLOTTED HOLES IN

STEEL ANGLE INTO EXIST.

CONCRETE ARCH

L8x4x7/16 CONT STEEL

ANGLE LEDGER

COLD FORMED

METAL JOISTS

1'-0" 1'-0"

NOTE: LOCATE VERTICAL AND

HORIZONTAL REINFORCEMENT IN

EXIST. CONCRETE BEAM USING NON-

DESTRUCTIVE TECHNIQUES. ADJUST

LOCATION OF ANCHORS TO AVOID

REINFORCEMENT

6" SPLICE AS REQUIRED

SURFACE - SEE PLAN

ATTACHMENT TO STEEL ANGLE

COLD FORMED STEEL TRACK

A

A

DETAIL A-A

3/8" DIA. ADHESIVE

ANCHORS W. 3 1/8" EMBED

IN STEEL ANGLE INTO

EXIST. BRICK VENEER

L6x4x5/16 CONT STEEL

ANGLE LEDGER

COLD FORMED

METAL JOISTS

1'-0" 1'-0"

6" SPLICE AS REQUIRED

ATTACHMENT TO

STEEL ANGLE

COLD FORMED

STEEL TRACK

A

A

DETAIL A-A

1/2" DIA. ADHESIVE ANCHORS W. 3" EMBED IN

HORIZ. LONG SLOTTED HOLES IN STEEL ANGLE

INTO EXIST. CONCRETE ARCH

L8x6x7/16 x 12" LONG SEAT (LLV)

UNISTRUT P1000, ATTACH

TO HSS W. #12 SELF

DRILLING SCREWS AT EACH

END AND @ 12" O.C. MAX IN

BETWEEN

NOTE:

1. LOCATE VERTICAL AND HORIZONTAL REINFORCEMENT

IN EXIST. CONCRETE BEAM USING NON-DESTRUCTIVE

TECHNIQUES. ADJUST LOCATION OF ANCHORS TO

AVOID REINFORCEMENT.

2. HORIZ SLOTTED HOLES PROVIDED IN VERTICAL LEG

OF SEAT TO ASSIST IN FIELD FIT UP

3/8" STIFFENER

PLATE

/2

3/16

5 1/2" 1/2"HSS8x4x1/4 BEAM B

B

SOUND BAFFLE, LIGHT BAFFLE, OR

PENDANT LIGHT - SEE PLANS AND

ARCHITECTURAL AND ELECTRICAL

DRAWINGS. SEE MANUFACTURER'S

INSTRUCTION FOR ATTACHMENT TO

UNISTRUT OR HSS BEAM

2 1/2" 7" 2 1/2"

6" 6"

(3/16)

3"

1/2x 5 1/2x 12 PLATE1/2” DIA. THROUGH BOLTS IN

HORIZ. SHORT SLOTTED HOLES,

SNUG-TIGHT

DETAIL B-B

SOUND BAFFLE

3/16 3@12

TYP.

3/16

TYP.

EXIST. BEAM,

SEE PLAN

EXIST. BEAM,

SEE PLAN

L6x4x1/4

L6x4x1/4

L x x1

/4

L x x /4

EXIST. W-

SECTION BEAM,

SEE PLAN

EXIST. W-

SECTION BEAM,

SEE PLAN

3/16

TYP.

A A

VIEW A-A

PLAN VIEW

NOTES:

1. COORDINATE SIZE AND LOCATION OF NEW STEEL FRAMING WITH EQUIPMENT CURB BY

MECHANICAL CONTRACTOR. CURB SHALL BE SUPPORTED ON ALL SIDES.

2. ANCHOR EQUIPMENT AND CURB TO NEW STEEL FRAMING OR CONCRETE SLAB AS REQUIRED

FOR WIND AND/OR SEISMIC FORCES. COORDINATE WITH EQUIPMENT/CURB MANUFACTURER.

3. NOTIFY CONTRACTING OFFICER IF EQUIPMENT SIZE AND/OR WEIGHT (INCLUDING CURB)

EXCEEDS WEIGHT NOTED ON PLANS.

4. ALL EXTERIOR STRUCTURAL STEEL TO BE HOT-DIPPED GALVANIZED w/MIN. G60 COATING.

COPE HORIZONTAL

LEG OF ANGLEMAX

1"

M A

X

/2

MECHANICAL UNIT

AND CURB

MECHANICAL UNIT

ATTACHMENT PER MFR'S

INSTRUCTIONS W. THROUGH

BOLT INTO ANGLE OR ADHESIVE

INTO CONCRETE

CONCRETE OR INSULATION

ON METAL DECK.

CONTRACTOR TO FIELD

VERIFY AND ADJUST

ATTACHMENT AS SPECIFIED

BY EQUIP MFR. TO WORK

WITH EITHER CONDITION

PROVIDE CONTROL JOINTS AT CORNERS

TO AVOID REENTRANT CORNERS

WIDTH

PANEL

L E

N G

T H

P A

N E

L

C J

C J

C J

C J

CJ

CJ

C J

CJ

CONTROL JOINTS SHALL BE DETERMINED BY THE CONTRACTOR USING THE FOLLOWING

GUIDELINES PROVIDED IN THIS DETAIL.

INDIVIDUAL SLAB PANELS ARE DEFINED AS SECTIONS OF SLAB BOUNDED BY CONTROL JOINTS

THAT FORM A SQUARE OR RECTANGLE.

MATCH EXISTING JOINT LAYOUT IN STUCTURED CONCRETE FLOOR SLAB BELOW. THEN LOCATE

CONTROL JOINTS SUCH THAT THE ASPECT RATIO OF EACH PANEL IS AS CLOSE TO 1:1

(WIDTH/LENGTH) AS POSSIBLE BUT NO GREATER THAN 1:1.5. PANELS SHALL NOT EXCEED 6'-0" IN

WIDTH OR LENGTH.

INFORMATION SHOWN WITHIN THIS DETAIL IS ONLY INTENDED TO PROVIDE A SCHEMATIC

CONTROL JOINTS LAYOUT TO ILLUSTRATE HOW JOINTS ARE TO BE LOCATED.

SEE DETAIL D3/S-501 FOR TYPICAL INFILL SLAB CONTROL JOINT.

CONTACT THE COR FOR FURTHER GUIDANCE OF CONTROL JOINT LOCATIONS IF NEEDED.

L E

N G

T H

P A

N E

L

WIDTH

PANEL

NOTES:

1.

2.

3.

4.

5.

6.

CJ

C J

6'-0" MAX. (TYP.)

SAW CUT JOINT 1/8" WIDE x

ONE-QUARTER SLAB

THICKNESS DEEP, FILL

JOINT WITH SEALANT. DO

NOT CUT REINFORCEMENT

EXISTING CONCRETE SLAB

NOTES:

1.

2.

SLAB SHALL BE SAWN AS SOON AS THE CONCRETE WILL SAFELY SUPPORT WORKERS AND EQUIPMENT.

FILL JOINT WITH SEALANT AFTER SLAB HAS CURED.

INFILL SLAB

F E

A T

H E

R E

D G

E M

IN

V A

R

IE

S

M

A X

ROUGHEN AND CLEAN EXISTING

SURFACE, APPLY BONDING AGENT

OR ADHESIVE

PROVIDE CONTROL JOINTS

PER F3/S-501 COLD FORMED

METAL JOISTS

BEARING ON

STUD WALL

EACH END

COLD FORMED

STEEL TRACK

STRONG BACK,

MIN. TWO PER

SPAN

COLD FORMED BOX

BEAM WITH STUD

PACK EACH END

WINDOW OR DOOR

COLD FORMED

STEEL KICKER

COLD FORMED STEEL

PARAPET/ SOFFIT

COLD FORMED

STEEL STUD WALL

ACT CEILING

COLD FORMED STEEL

KICKER ALTERNATE OR

ADDITIONAL LOCATION

COLD FORMED BOX

BEAM ALTERNATE OR

ADDITIONAL LOCATION

WITH STUD PACK EACH

END

FOR DEDUCTIVE ALTERNATE #2,

REMOVE BOX BEAM AND

REPLACE WITH METAL WALL

STUDS AND HEADERS OVER

DOOR OPENINGS.

EXISTING

ATRIUM WALL

GAP

1"

COLD FORMED METAL

JOISTS BEARING ON STUD

WALL EACH END

COLD FORMED

STEEL TRACK

COLD FORMED

STEEL KICKER

AS REQURED COLD FORMED

STEEL WALL

COLD FORMED

STEEL STUD WALL

ACT CEILING

SURFACE - SEE

PLAN

GAP

1"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Designed

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

ARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

Raymond-Pond SDVOSB JV, LLC 1224 Royal Drive, Suite 100 Conyers, GA 30094 770-483-9592

POND & Company 3500 Parkway Lane, Suite 500 Peachtree Corners, GA 30092 678-336-7740

Raymond Engineering 1224 Royal Drive, Suite 100 Conyers, GA 30094 770-483-9592

VAMC…