Attachment 3 Project Drawings.pdf

INDEX OF DRAWINGS

GI001

SHEET

NO.

DRAWING

TITLE

GENERAL

COVER SHEET

INSTALL TEMP SHORING IN CRAWL SPACE

AT BUILDING 1

PROJECT NUMBER: 516-23-604

FINAL SUBMISSION

10000 BAY PINES BOULEVARD,

BAY PINES, FL 33744

LOCATION MAP

NOT TO SCALE

AREA MAP

NOT TO SCALE

TRUE

NORTH

PLAN

NORTH

BUILDING 1

PROJECT LOCATION

PROJECT LOCATION

TRUE

NORTH

PLAN

NORTH

STRUCTURCAL

STRUCTURAL NOTESS001

ENLAGED REPAIR AREA PLANSS101

S102

S103

OVERALL CRITICAL AREA PLAN FROM JS HELD REPORTS104

CONCRETE DETAILSS105

ENLAGED REPAIR AREA PLANS

ENLAGED REPAIR AREA PLANS

3380 Trickum Road

Woodstock, GA. 30188 770-517-5507 voice 770-517-5508 fax

Bldg. 500, Ste. 100 www.ieiusa.com

INCORPORATED

INNOVATIVE

ENGINEERING

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

DATE:

Drawing Title:

Approved Project Director

Project Title:

1 2 3 4 5 6 7 8 9

FINAL SUBMISSION

512 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date Checked

STAMP

STE. 400

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

JM SJ

INSTALL TEMP SHORING IN CRAWL

SPACE AT BUILDING 1

516-23-604

BAY PINES VAMC, FLORIDA

08-25-2025REVISIONS:

COVER SHEET

GI001

STAMP

DESIGN CODES

1.01 2021 INTERNATIONAL BUILDING CODE (IBC) AS MODIFIED BY:

A. ANSI/ASCE 7-16, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES

B. FLORIDA BUILDING CODE 2023

C. PG-18-10 VA STRUCTURAL DESIGN MANUAL FOR HOSPITALS, OCTOBER 1, 2022

1.02 AMERICAN CONCRETE INSTITUTE (ACI)

A. ACI 318-19 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE

DESIGN LOADS

1.01 DESIGN LOADS ARE AS FOLLOWS:

A. ROOF:

1. DEAD LOADS:

a. ACTUAL WEIGHT OF MATERIALS.

2. LIVE LOADS:

a. 20 PSF

3. RAIN LOADS:

a. N/A: NO ACCUMULATION

4. FLOOD LOADS:

a. N/A: NOT IN FLOOD HAZARD AREA

5. SNOW LOADS: GROUND SNOW LOAD

a. 0 PSF

B. FLOOR:

1. DEAD LOADS:

c. ACTUAL WEIGHT OF MATERIALS

2. LIVE LOADS:

a. CORRIDORS AT MAIN LEVEL = 100 PSF

b. MECHANICAL AREAS = MAXIMUM OF ACTUAL EQUIPMENT WEIGHT OR 100 PSF

c. PROCEDURE ROOMS, EXAM ROOMS = 80PSF INCLUDING 20PSF PARTITION LOAD

C. WIND LOADS:

1. ULTIMATE DESIGN WIND SPEED Vult = 155 MPH

2. NOMINAL DESIGN WIND SPEED Vasd = 120.1 MPH

3. RISK CATEGORY = III

4. WIND EXPOSURE = C

D. EARTHQUAKE LOADS:

1. OCCUPANCY CATEGORY = III

2. SPECTRAL RESPONSE COEFFICIENT:

a. SS = 0.060

b. S1 = 0.030

3. SPECTRAL RESPONSE ACCELERATION:

a. Sds = 0.067

b. Sd1 = 0.046

4. SEISMIC DESIGN CATEGORY = A

5. SITE CLASS = D

1.02 DEFLECTION CRITERIA: REFER TO TABLE 1604.3 FOR DEFLECTION LIMITS

GENERAL STRUCTURAL NOTES

1.01 WHERE A DETAIL, TYPICAL DETAIL, SECTION, TYPICAL SECTION OR NOTE IS SHOWN FOR ONE CONDITION, IT SHALL APPLY FOR ALL SIMILAR OR LIKE CONDITIONS UNLESS OTHERWISE NOTED.

1.02 THE STRUCTURAL DESIGN OF THE BUILDING IS BASED ON THE FULL INTERACTION OF ALL ITS COMPONENT PARTS, WITH NO PROVISION MADE FOR CONDITIONS OCCURRING DURING CONSTRUCTION. THEREFORE, CONTRACTOR SHALL PROVIDE ADEQUATE BRACING AND TEMPORARY SHORING DURING CONSTRUCTION

IN ACCORDANCE WITH APPLICABLE STANDARDS.

1.03 CONTRACTOR IS RESPONSIBLE FOR ALL JOB SITE SAFETY INCLUDING THE SAFE RIGGING, LIFTING, SHORING, BRACING AND SETTING OF MATERIALS AND EQUIPMENT IN ACCORDANCE WITH APPLICABLE

STANDARDS.

1.04 FURNISH AND INSTALL ALL NECESSARY ATTACHMENTS, ANCHORAGES AND ACCESSORIES TO PROVIDE A

COMPLETE STRUCTURALLY SOUND STRUCTURE WITH A CONTINUOUS LOAD PATH. BRING ANY

DISCONTINUITIES TO THE ATTENTION OF THE COR VIA RFI IMMEDIATELY.

1.05 FIELD VERIFY EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF FABRICATION OR CONSTRUCTION.

BRING ANY DISCREPANCIES ALONG WITH DETAILED FIELD SKETCHES OF AS-BUILT CONDITIONS TO THE

ATTENTION OF THE COR VIA RFI IMMEDIATELY.

1.06 COORDINATE AND VERIFY ALL DIMENSIONS AND DETAILS WITH THE EXISTING, CIVIL, PROCESS, ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING, FIRE PROTECTION, SHOP, AND

SUBMITTAL DRAWINGS. NOTIFY THE COR IMMEDIATELY OF ANY DISCREPANCIES VIA RFI.

EXISTING CONDITIONS

1.01 AS WITH ANY WORK AFFECTING EXISTING CONSTRUCTION, UNFORESEEN CONDITIONS ARE

UNAVOIDABLE WITHOUT DEMOLISHING OTHERWISE SERVICEABLE CONSTRUCTION, DISRUPTING

OCCUPIED OPERATIONS AND INCURRING SIGNIFICANT COST FOR CLOSE UP EXAMINATION AND NON-

DESTRUCTIVE TESTING DURING THE DESIGN STAGE.

1.02 CONTRACTOR SHALL VISIT SITE PRIOR TO SUBMITTING BID TO REVIEW EXISTING CONDITIONS IN WORK

AREAS.

1.03 CONTRACTOR SHALL PROVIDE UNIT PRICES FOR ADDITIONAL WORK THAT MAY ARISE DUE TO

UNFORSEEN CONDITIONS OR ADDITIONAL DETERIORATION.

1.04 WITH THE PASSAGE OF TIME SINCE THE CREATION OF AS-BUILT DRAWINGS AND/OR THE DESIGNERS SURVEY, BOTH CONCEALED AND VISIBLE CONDITIONS MAY HAVE CHANGED DUE TO ALTERATIONS, ADDITIONS, RENOVATIONS, AND DETERIORATION.

1.05 PRIOR TO THE COMMENCEMENT OF ANY WORK IN PREPARATION OF CONSTRUCTION RELATED ACTIVITIES, INCLUDING BUT NOT LIMITED TO SHOP DRAWING PREPARATION, ALL EMBEDDED OR CONCEALED ITEMS LIKELY TO BE ENCOUNTERED DURING CONSTRUCTION SHALL BE LOCATED AND MARKED ON THE SURFACE. THIS WORK SHALL BE ACCOMPLISHED BY DESTRUCTIVE AND/OR NON-

DESTRUCTIVE MEANS WITHOUT IMPAIRING THE STRUCTURAL INTEGRITY OF THE ASSOCIATED

MEMBERS. SHORING AS REQUIRED SHALL BE DESIGNED BY A PROFESSIONAL STRUCTURAL ENGINEER, LICENSED IN THE STATE OF THE PROJECT, AND FURNISHED AND INSTALLED AT NO ADDITIONAL COST.

1.06 EXISTING CONDITIONS THAT INTERFERE OR OTHERWISE AFFECT THE DESIGN, CONSTRUCTION OR

SERVICEABILITY OF THE WORK SHALL BE BROUGHT TO THE ATTENTION OF THE COR VIA RFI,

INCLUDING PLAN AND SECTION SKETCHES, IMMEDIATELY FOR RESOLUTION. THE CONTRACTOR SHALL ALLOW TWO CALENDAR WEEKS IN THE SCHEDULE FOR DESIGN RESOLUTION THE INTERFERENCE AFTER ALL INFORMATION ABOUT THE INTERFERENCE, INCLUDING SIZE, LOCATION, AND FUNCTION OF THE

EMBEDMENT, HAS BEEN RECEIVED BY THE COR.

DEMOLITION AND REMOVAL:

1.01 GENERAL

A. PERFORM ALL DEMOLITION WORK INCLUDING REMOVAL, TRANSPORT, AND DISPOSAL PER ALL

FEDERAL, STATE AND LOCAL RULES AND REGULATIONS.

1.02 EXISTING CONDITIONS

A. BEFORE BEGINNING ANY DEMOLITION WORK, SURVEY THE SITE AND EXAMINE THE DRAWINGS AND

SPECIFICATIONS TO DETERMINE THE EXTENT OF THE WORK. PHOTOGRAPH EXISTING CONDITIONS.

RECORD LOCATION AND EXTENT OF EXISTING CRACKS AND OTHER DAMAGE. PRIOR TO STARTING

WORK SUBMIT EXISTING CONDITION PHOTOS AND RECORDS TO THE GOVERNMENT.

1.03 DUST, DEBRIS AND NOISE CONTROL

A. CONFINE NOISE AND DUST TO IMMEDIATE WORK AREA.

B. CONTRACTOR SHALL REMOVE AND DISPOSE OFF-SITE ALL MATERIALS INDICATED TO BE DEMOLISHED

AND REMOVED, RUBBISH AND DEBRIS DAILY INCLUDING DUST AND DIRT.

1.04 TRAFFIC CONTROL

A. WHERE PEDESTRIAN AND DRIVER SAFETY IS ENDANGERED IN THE AREA OF THE WORK, USE

BARRICADES ANCHORED IN A MANNER TO PREVENT DISPLACEMENT BY WIND.

1.05 ITEMS TO REMAIN IN PLACE

A. TAKE PRECAUTIONS TO AVOID DAMAGE TO EXISTING ITEMS TO REMAIN IN PLACE, TO BE REUSED OR

TO REMAIN THE PROPERTY OF THE OWNER.

B. DO NOT DISTURB EXISTING CONSTRUCTION BEYOND THE EXTENT INDICATED OR NECESSARY FOR

INSTALLATION OF THE NEW WORK.

C. PROTECT NEW WORK FROM DAMAGE AS A RESULT OF SUBSEQUENT WORK.

D. DO NOT OVERLOAD EXISTING STRUCTURAL ELEMENTS, PAVEMENT, FOUNDATIONS, OR WORK TO

REMAIN.

E. INCREASE STRUCTURAL SUPPORT OR ADD NEW SUPPORTS AS MAY BE REQUIRED AS A RESULT OF

DEMOLITION WORK INCLUDING BUT NOT LIMITED TO CUTTING, REMOVAL, AND DECONSTRUCTION.

F. PROVIDE NEW SUPPORTS AND REINFORCEMENT FOR EXISTING CONSTRUCTION WEAKENED BY

DEMOLITION, DECONSTRUCTION, OR REMOVAL WORK.

G. PROVIDE TEMPORARY SHORING AND BRACING FOR SUPPORT OF BUILDING COMPONENTS TO

PREVENT SETTLEMENT OR OTHER MOVEMENT.

H. REPAIR OR REPLACE DAMAGED ITEMS AT NO COST TO THE GOVERNMENT. STRUCTURAL REPAIRS, REINFORCEMENT OR REPLACEMENT REQUIRE AN ENGINEERED PLAN AND CALCULATIONS SEALED BY A PROFESSIONAL STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROJECT, AND PAID

FOR BY THE CONTRACTOR, AND PRIOR APPROVAL BY THE GOVERNMENT.

1.06 UTILITIES AND RELATED EQUIPMENT

A. DO NOT INTERRUPT EXISTING UTILITIES SERVING OCCUPIED OR USED FACILITIES WITHOUT FIRST

COORDINATING WITH AND RECEIVING WRITTEN AUTHORIZATION FROM THE GOVERNMENT.

REINFORCED CONCRETE NOTES

1.01 CONCRETE DESIGN IS IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR STRUCTURAL

CONCRETE, ACI 318.

1.02 CONCRETE WORK SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH THE FIELD REFERENCE MANUAL: STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE ACI 301 WITH SELECTED ACI AND

ASTM REFERENCES ( SP-15 )

1.03 ALL CONCRETE SHALL COMPLY TO THE REQUIREMENTS OF THE SPECIFICATIONS AND MATERIALS SHALL BE USED IN A MANNER COMPLYING WITH ALL OF THE MANUFACTURER REQUIREMENTS AND

RECOMMENDATIONS.

1.04 ALL CONCRETE SHALL BE NORMAL WEIGHT (145PCF) AND HAVE A MINIMUM 28-DAY COMPRESSIVE

STRENGTH AS FOLLOWS UNLESS NOTED OTHERWISE:

A. F'c = 5000 PSI FOR SLABS, JOISTS, COLUMNS, BEAMS, AND LOCATIONS NOT OTHERWISE NOTED.

1.05 CONCRETE SHALL BE TESTED IN ACCORDANCE WITH ACI 301 AND THE SPECIFICATIONS, WHEN

PROVIDED, FOR COMPLIANCE WITH THE CONTRACT DOCUMENTS. AT A MINIMUM, CONCRETE

SPECIMENS SHALL BE TAKEN FOR EVERY 100 YARDS OR PORTION THEREOF FOR EACH MIX DESIGN PLACED IN A DAY. CONCRETE TEST REPORTS SHALL BE AVAILABLE ON SITE FOR INSPECTION.

1.06 ALL STEEL REINFORCEMENT SHALL CONFORM WITH THE FOLLOWING:

A. DEFORMED BARS SHALL CONFORM WITH ASTM A 615 GRADE 60.

1.07 PROVIDE CONTINUOUS REINFORCEMENT WHEREVER POSSIBLE. SPLICE ONLY AS SHOWN OR

APPROVED. STAGGER SPLICES WHERE POSSIBLE. DOWELS SHALL MATCH SIZE AND SPACING OF THE SPECIFIED REINFORCEMENT AND SHALL BE LAPPED WITH TENSION SPLICES. UNLESS OTHERWISE NOTED, ALL REINFORCING SHALL BE CONTACT LAP SPLICED WITH A CLASS B SPLICE IN ACCORDANCE WITH ACI 318-05. FOR BARS WITH A MINIMUM COVER AND SPACING GREATER THAN 2.0DB AND 3.0DB (DB = BAR DIAMETER) RESPECTIVELY, THE MINIMUM SPLICE LENGTH, EXPRESSED IN BAR DIAMETERS, SHALL NOT BE LESS THAN SPECIFIED IN THE REBAR SPLICE SCHEDULE. SPLICE LENGTHS SHALL BE

INCREASED BY A FACTOR OF 1.3 FOR TOP REINFORCEMENT.

1.08 ALL HORIZONTAL REINFORCING SHALL BE CONTINUOUS AROUND CORNERS, THROUGH CONTROL

JOINTS, AND THROUGH CONSTRUCTION JOINTS UNO.

1.09 ALL DOWELS AND TERMINATING BARS SHALL HAVE A STANDARD 90-DEG HOOK UNO.

1.10 CONCRETE COVER AT REINFORCEMENT:

A. FORMED CONCRETE NOT EXPOSED TO WEATHER OR EARTH:

1. SLABS, WALL, AND JOISTS:

a. # 11 BARS & SMALLER - 3/4".

2. BEAMS AND COLUMNS - 1½ IN.

1.11 CORNER EDGES OF CONCRETE TO BE LEFT EXPOSED TO VIEW SHALL HAVE A CHAMFER OR RADIUS OR

AS INDICATED ON THE DRAWINGS.

1.12 CHECK FOR EMBEDDED ITEMS AND PENETRATIONS PRIOR TO CONCRETE PLACEMENT

1.13 ALL CONCRETE SHALL BE CONSOLIDATED BY VIBRATION, SPADING, RODDING, OR FORKING SO THAT

THE CONCRETE IS THOROUGHLY WORKED AROUND THE REINFORCEMENT, AROUND EMBEDDED ITEMS, AND INTO CORNERS OF FORMS, ELIMINATING ALL AIR OR STONE POCKETS WHICH MAY CAUSE

HONEYCOMBING, PITTING, OR PLANES OF WEAKNESS. IF VIBRATORS, OF ADEQUATE SIZE, ARE USED THEY SHALL BE INSERTED AND WITHDRAWN AT POINTS APPROXIMATELY 18 INCHES APART. AT EACH

INSERTION, THE DURATION SHALL BE SUFFICIENT TO CONSOLIDATE THE CONCRETE BUT NOT

SUFFICIENT TO CAUSE SEGREGATION (GENERALLY FROM 5 TO 15 SECONDS).

1.14 FOLLOW ALL MANUFACTURER'S RECOMMENDED CURING GUIDELINES. IN THE ABSENCE OF SPECIFIC GUIDELINES, MAINTAIN CONCRETE AFTER PLACEMENT WITH MINIMAL MOISTURE LOSS AT RELATIVELY CONSTANT TEMPERATURE FOR THE PERIOD NECESSARY FOR HYDRATION OF CEMENT AND HARDENING OF CONCRETE (NOT LESS THAN 7 DAYS). COMPLY WITH THE REQUIREMENTS OF ACI 308 - STANDARD PRACTICE FOR CURING CONCRETE; AMERICAN CONCRETE INSTITUTE. A COMBINATION CURING AND SEALING COMPOUND SHALL BE APPLIED AFTER THE CONCRETE HAS BEEN FINISHED OR THE FORMS REMOVED. COMPOUND SHALL BE IN ACCORDANCE WITH ASTM C309, LATEST ADOPTED EDITION, TYPE I, CLASS B. (W.R. MEADOWS CS-309).

REINFORCED CONCRETE NOTES (CTD)

1.15 SPALL REPAIR NOTES

A. REMOVE ALL LOOSE CONCRETE TO SOUND SUBSTRATE 1/4" BEYOND REINFORCING.

B. CLEAN REINFORCING STEEL ENCOUNTERED TO A BRIGHT METAL FINISH.

C. ANY REINFORCING ENCOUNTERED SHOULD BE COMPLETELY EXPOSED AND NOT LEFT PARTIALLY

EMBEDDED IN CONCRETE.

1. SHORE REPAIR AREAS THAT REQUIRE AN ANNULAR SPACE AROUND REINFORCEMENT. FACTORED

SHORING LOADS ARE AS FOLLOWS:

a. JOIST: 5 KIP

b. BEAM: 58 KIP

c. FLOOR AREA: 241 PSF

2. LEAVE SHORES IN PLACE UNTIL REPAIRS HAVE REACHED A MINIMUM COMPRESSIVE STRENGTH

OF 4,000 PSI.

D. IF REINFORCING HAS LOST MORE THAN 10% OF ITS CROSS SECTIONAL AREA STOP AND CONTACT

THE COR IMMEDIATELY.

E. PROVIDE A MINIMUM DEPTH EXCAVATION, AS DEFINED IN CONCRETE REPAIR DETAILS, IN THE AREA

TO BE PATCHED. PROVIDE SAW-CUT, GROUND, OR CHIPPED EDGES. DO NOT FEATHER EDGES.

F. CLEAN AREA IN ACCORDANCE WITH BONDING AGENT MANUFACTURER'S RECOMMENDATIONS.

G. INJECT ANY VISIBLE CRACKS WITH EPOXY. SEE PLANS FOR LOCATIONS.

H. APPLY CORROSION INHIBITOR/ BONDING AGENT TO REINFORCING STEEL AND THE CONCRETE

SUBSTRATE.

I. REFORM SPALL WITH A HIGH STRENGTH STRUCTURAL CEMENTITIOUS REPAIR MATERIAL (NON-

METALLIC), ADD AGGREGATE AS SPECIFIED BY MANUFACTURER, CONSOLIDATE THE REPAIR

MATERIAL, FINISH, AND CURE IN ACCORDANCE WITH A MANUFACTURER'S INSTRUCTIONS AND

RECOMMENDATIONS.

STRUCTURAL DRAWING ABBREVIATIONS:

BOT BOTTOM

B/STL BOTTOM OF STEEL

CFRP CARBON FIBER REINFORCED POLYMER

C.J. CONSTRUCTION OR CONTROL JOINT

CONN CONNECTION

DIAG DIAGONAL

EA EACH

EF EACH FACE

EL ELEVATION

EMBED EMBEDMENT

EOD EDGE OF DECK

EOS EDGE OF SLAB

EW EACH WAY

EXF EXISTING FOOTING

HORIZ HORIZONTAL

IFW INSIDE FACE OF WALL

MAX. MAXIMUM

MIN. MINIMUM

OC ON CENTER

OFW OUTSIDE FACE OF WALL

PLF POUNDS PER LINEAR FOOT

SOG SLAB-ON-GROUND

STD STANDARD

T&B TOP AND BOTTOM

T/FTG TOP OF FOOTING

T/STL TOP OF STEEL

TYP TYPICAL

U.N.O. UNLESS NOTED OTHERWISE

VERT VERTICAL

VOH VERTICAL / OVERHEAD

SPECIAL INSPECTION NOTES

1.01 CONDUCT SPECIAL INSPECTIONS IN ACCORDANCE WITH CHAPTER 17 SPECIAL INSPECTIONS AND TESTS OF THE 2021 IBC AS SUMMARIZED IN THE SCHEDULE OF SPECIAL INSPECTIONS. SPECIAL INSPECTOR SHALL BE REGISTERED IN THE STATE OF FLORIDA AND BE ON THE STATE SPECIAL

INSPECTOR'S LIST.

CONFINEMENT WRAP CONSTRUCTION SEQUENCE

1.01 INSTALLATION OF ALL MATERIALS SHALL BE PERFORMED IN ACCORDANCE WITH ALL OF THE

MANUFACTURER INSTRUCTIONS AND RECOMMENDATIONS.

1.02 SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

1.03 SURFACE PREPARATION:

A. WHERE CFRP IS TO BE WRAPPED AROUND CORNERS, CORNERS SHALL BE ROUNDED TO 1/2" MIN.

RADIUS. ROUGH CORNERS SHALL BE SMOOTHED WITH PUTTY.

B. SUBSTRATE MUST BE CLEAN, SOUND, AND FREE OF SURFACE MOISTURE.

C. REMOVE DUST, LAITANCE, GREASE, OILS, CURING COMPOUNDS, WAXES, IMPREGNATIONS, FOREIGN

PARTICLES, COATINGS AND DISINTEGRATED MATERIALS BY MECHANICAL MEANS (I.E. SANDBLASTING).

D. PREPARE SURFACE IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS.

1.04 CARBON FIBER WRAP MAY BE APPLIED IN A WET OR DRY LAYUP METHOD. IN THE WET LAY-UP PROCEDURE, IMPREGNATION RESIN SHOULD BE APPLIED ONTO BOTH SIDES OF THE FABRIC USING A BRUSH OR ROLLER. AFTER SATURATING, EXCESS RESIN SHOULD BE REMOVED FROM THE WET OUT FABRIC USING A

SQUEEGEE.

1.05 APPLY 1 TOPCOAT OF WATER DISPERSED ACRYLIC PROTECTIVE COATING BY BRUSH, ROLLER, OR

SPRAY OVER ENTIRE AREA MOVING IN ONE DIRECTION.

3380 Trickum Road

Woodstock, GA. 30188 770-517-5507 voice 770-517-5508 fax

Bldg. 500, Ste. 100 www.ieiusa.com

INCORPORATED

INNOVATIVE

ENGINEERING

Veterans Affairs

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved Project Director

Project Title:

1 2 3 4 5 6 7 8 9

512 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date Checked

STAMP

STE. 400

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

F ile

P a th

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

STRUCTURAL NOTES

INSTALL TEMP SHORING IN CRAWL

SPACE AT BUILDING 1

BAY PINES VAMC, FLORIDA

S001

516-23-604

JTT EJB08-25-2025

FINAL SUBMISSION

B B

E E

5.1

5.1

5.9

5.9

2.3

2.3

6.9

6.9

6.5

6.5

4.9

4.9

C.90 C.90

C.1 C.1

15' - 0 1/2" REF 20' - 1 1/2" REF 12' - 9" REF 4' - 4 1/2" REF 9' - 7" REF 7' - 6 1/2" REF 6' - 5" REF

/2

R E

F 9'

0"

R E

F

/2

R

E F

50 51 52 53

70 71 72 73

88 89 90 91

PLAN

NORTH

TRUE

NORTH

AREA 1

BLDG A

BLDG B

AREA 3

AREA 2

AREA 4

1. SEE SHEET S104 "OVERALL CRITICAL AREA PLAN FROM JS HELD REPORT" FOR

REFERENCE TO SCOPE AREAS TYP.

2. ALL REPAIRS ARE VERTICAL OR OVERHEAD, UNO.

3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS INCLUDING

DIMENSIONS OF INSTALLED CONSTRUCTION PRIOR TO COMMENCING THE

WORK. IN THE EVENT THAT ANY DISCREPANCIES BETWEEN THE INDICATED

WORK AND EXISTING CONDITIONS ARE DISCOVERED, THE CONTRACTOR

SHALL NOTIFY THE COR VIA RFI FOR INTERPRETATION AND DIRECTION PRIOR

TO PROCEEDING WITH THE WORK.

4. QUANTITIES ARE FOR REFERENCE ONLY AND SHALL BE VERIFIED BY

CONTRACTOR.

5. CONTRACTOR SHALL BECOME FAMILIAR WITH SPECIFICATION REQUIREMENTS

AND MAINTAIN A COPY OF SPECIFICATIONS ON SITE DURING ALL REPAIR

ACTIVITIES.

6. SHORE EXISTING MECHANICAL/ELECTRICAL/PLUMBING/ETC INFRASTRUCTURE

AS REQUIRED DURING REPAIRS. REPLACE EXISTING ANCHORAGES IN KIND AS

REQUIRED TO FACILITATE STRUCTURAL REPAIRS.

7. REF. DENOTES FOR REFERENCE ONLY, CONTRACTOR SHALL FIELD VERIFY.

8. EXISTING SHORING/ MEP SUPPORTS INCLUDING STRUCTURAL STEEL FRAMING

NOT SHOWN FOR CLARITY.

9. IMAGES ARE PROVIDED TO HELP LOCATE SOME DEFICIENCIES. IMAGES OF

DEFICIENT CONDITIONS MAY NOT SHOW ALL DETERIORATION PRESENT ON

MEMBERS.

10. SEE SHEET S102 FOR REPRESENTATIVE PHOTOS OF TYPICAL DEFICIENCIES.

11. CLEAN CORROSION OFF ALL EMBEDDED STEEL COMPONENTS EXPOSED

DURING REPAIR PROCEDURES.

UNDERSIDE OF SLAB SPALL - SQUARE FOOT QUANTITY - SEE 1/S105 & 2/S105.

JOIST SPALL - SQUARE FOOT QUANTITY - SEE 1/S105 & 2/S105.

BEAM SPALL - SQUARE FOOT QUANTITY - SEE 1/S105 & 2/S105.

COLUMN SPALL - SQUARE FOOT QUANTITY - SEE 1/S105 & 2/S105.

EPOXY INJECTION - LINEAR FOOT QUANTITY - SEE 3/S105.

CFRP WRAP - EACH QUANTITY - SEE 5/S105.

DEFICIENCY TYPE

DEFICIENCY QUANTITY

NOTE (IF ANY)

A

B

C

D

E

X

COLUMN NUMBER (TYPICALLY MARKED

ON COLUMNS WITHIN CRAWLSPACE)

F

3380 Trickum Road

Woodstock, GA. 30188 770-517-5507 voice 770-517-5508 fax

Bldg. 500, Ste. 100 www.ieiusa.com

INCORPORATED

INNOVATIVE

ENGINEERING

Veterans Affairs

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved Project Director

Project Title:

1 2 3 4 5 6 7 8 9

512 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date Checked

STAMP

STE. 400

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

F ile

P a th

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

ENLARGED REPAIR AREA PLANS

INSTALL TEMP SHORING IN CRAWL

SPACE AT BUILDING 1

BAY PINES VAMC, FLORIDA

S101

516-23-604

JTT EJB08-25-2025

FINAL SUBMISSION

1/4" = 1'-0"S101

1 AREA 1 ENLARGED REPAIR PLAN

KEY PLAN

ENLARGED REPAIR PLAN NOTES

DEFICIENCY LEGEND

C

C

C

C

C

D

C

D

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

A

THIS BAY

B

B

B

B

B

B

A

THIS BAY

A

THIS BAY

B

A

THIS BAY

A

THIS BAY

A

THIS BAY

A

THIS BAY

B

C

B

B

B

B

B

B

B

B

C

D

D

C

D

C

B

B

B

B

B

B

C

D

B

B

B

B

B

B

D

B

B

B

B

B

B

A

THIS BAY

A

THIS BAY

B B

13.1

13.1

C.1 C.1

14.3

14.3

18' - 0" REF

/2

R E

F

AREA 1

BLDG A

BLDG B

AREA 3

AREA 2

AREA 4

PLAN

NORTH

TRUE

NORTH

1. SEE SHEET S104 "OVERALL CRITICAL AREA PLAN FROM JS HELD REPORT" FOR

REFERENCE TO SCOPE AREAS TYP.

2. ALL REPAIRS ARE VERTICAL OR OVERHEAD, UNO.

3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS INCLUDING

DIMENSIONS OF INSTALLED CONSTRUCTION PRIOR TO COMMENCING THE

WORK. IN THE EVENT THAT ANY DISCREPANCIES BETWEEN THE INDICATED

WORK AND EXISTING CONDITIONS ARE DISCOVERED, THE CONTRACTOR

SHALL NOTIFY THE COR VIA RFI FOR INTERPRETATION AND DIRECTION PRIOR

TO PROCEEDING WITH THE WORK.

4. QUANTITIES ARE FOR REFERENCE ONLY AND SHALL BE VERIFIED BY

CONTRACTOR.

5. CONTRACTOR SHALL BECOME FAMILIAR WITH SPECIFICATION REQUIREMENTS

AND MAINTAIN A COPY OF SPECIFICATIONS ON SITE DURING ALL REPAIR

ACTIVITIES.

6. SHORE EXISTING MECHANICAL/ELECTRICAL/PLUMBING/ETC INFRASTRUCTURE

AS REQUIRED DURING REPAIRS. REPLACE EXISTING ANCHORAGES IN KIND AS

REQUIRED TO FACILITATE STRUCTURAL REPAIRS.

7. REF. DENOTES FOR REFERENCE ONLY, CONTRACTOR SHALL FIELD VERIFY.

8. EXISTING SHORING/ MEP SUPPORTS INCLUDING STRUCTURAL STEEL FRAMING

NOT SHOWN FOR CLARITY.

9. IMAGES ARE PROVIDED TO HELP LOCATE SOME DEFICIENCIES. IMAGES OF

DEFICIENT CONDITIONS MAY NOT SHOW ALL DETERIORATION PRESENT ON

MEMBERS.

10. SEE SHEET S102 FOR REPRESENTATIVE PHOTOS OF TYPICAL DEFICIENCIES.

11. CLEAN CORROSION OFF ALL EMBEDDED STEEL COMPONENTS EXPOSED

DURING REPAIR PROCEDURES.

UNDERSIDE OF SLAB SPALL - SQUARE FOOT QUANTITY - SEE 1/S105 & 2/S105.

JOIST SPALL - SQUARE FOOT QUANTITY - SEE 1/S105 & 2/S105.

BEAM SPALL - SQUARE FOOT QUANTITY - SEE 1/S105 & 2/S105.

COLUMN SPALL - SQUARE FOOT QUANTITY - SEE 1/S105 & 2/S105.

EPOXY INJECTION - LINEAR FOOT QUANTITY - SEE 3/S105.

CFRP WRAP - EACH QUANTITY - SEE 5/S105.

DEFICIENCY TYPE

DEFICIENCY QUANTITY

NOTE (IF ANY)

A

B

C

D

E

X

COLUMN NUMBER (TYPICALLY MARKED

ON COLUMNS WITHIN CRAWLSPACE)

F

3380 Trickum Road

Woodstock, GA. 30188 770-517-5507 voice 770-517-5508 fax

Bldg. 500, Ste. 100 www.ieiusa.com

INCORPORATED

INNOVATIVE

ENGINEERING

Veterans Affairs

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved Project Director

Project Title:

1 2 3 4 5 6 7 8 9

512 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date Checked

STAMP

STE. 400

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

F ile

P a th

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

ENLARGED REPAIR AREA PLANS

INSTALL TEMP SHORING IN CRAWL

SPACE AT BUILDING 1

BAY PINES VAMC, FLORIDA

S102

516-23-604

JTT EJB08-25-2025

FINAL SUBMISSION

3/8" = 1'-0"S102

1 AREA 2 ENLARGED REPAIR PLAN

KEY PLAN

ENLARGED REPAIR PLAN NOTES

D

D

B

B

B

A

B

B

TYPICAL BEAM SPALL

TYPICAL SLAB SPALL

TYPICAL JOIST SPALL

TYPICAL COLUMN SPALL

DEFICIENCY LEGEND

79 90

97 98

L L

M M

N N

M.6 M.6

13.5

13.5

13.7

13.7

N.4 N.4

N.5 N.5

N.50 N.50

M.7 M.7

L.4 L.4

L.2 L.2

15.1

15.1

14.5

14.5

8' - 1" REF 3' - 6" REF 9' 3 1/2" REF 8' - 7" REF

R E

F

R E

F

1'

1/

2"

7'

1" R

E F

6'

/2

R E

F

R E

F

/2

R

E F

R E

F

R E

F

2'

2"

R E

F

3'

AREA 1

BLDG A

BLDG B

AREA 3

AREA 2

AREA 4

PLAN

NORTH

TRUE

NORTH

1. SEE SHEET S104 "OVERALL CRITICAL AREA PLAN FROM JS HELD REPORT" FOR

REFERENCE TO SCOPE AREAS TYP.

2. ALL REPAIRS ARE VERTICAL OR OVERHEAD, UNO.

3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS INCLUDING

DIMENSIONS OF INSTALLED CONSTRUCTION PRIOR TO COMMENCING THE

WORK. IN THE EVENT THAT ANY DISCREPANCIES BETWEEN THE INDICATED

WORK AND EXISTING CONDITIONS ARE DISCOVERED, THE CONTRACTOR

SHALL NOTIFY THE COR VIA RFI FOR INTERPRETATION AND DIRECTION PRIOR

TO PROCEEDING WITH THE WORK.

4. QUANTITIES ARE FOR REFERENCE ONLY AND SHALL BE VERIFIED BY

CONTRACTOR.

5. CONTRACTOR SHALL BECOME FAMILIAR WITH SPECIFICATION REQUIREMENTS

AND MAINTAIN A COPY OF SPECIFICATIONS ON SITE DURING ALL REPAIR

ACTIVITIES.

6. SHORE EXISTING MECHANICAL/ELECTRICAL/PLUMBING/ETC INFRASTRUCTURE

AS REQUIRED DURING REPAIRS. REPLACE EXISTING ANCHORAGES IN KIND AS

REQUIRED TO FACILITATE STRUCTURAL REPAIRS.

7. REF. DENOTES FOR REFERENCE ONLY, CONTRACTOR SHALL FIELD VERIFY.

8. EXISTING SHORING/ MEP SUPPORTS INCLUDING STRUCTURAL STEEL FRAMING

NOT SHOWN FOR CLARITY.

9. IMAGES ARE PROVIDED TO HELP LOCATE SOME DEFICIENCIES. IMAGES OF

DEFICIENT CONDITIONS MAY NOT SHOW ALL DETERIORATION PRESENT ON

MEMBERS.

10. SEE SHEET S102 FOR REPRESENTATIVE PHOTOS OF TYPICAL DEFICIENCIES.

11. CLEAN CORROSION OFF ALL EMBEDDED STEEL COMPONENTS EXPOSED

DURING REPAIR PROCEDURES.

UNDERSIDE OF SLAB SPALL - SQUARE FOOT QUANTITY - SEE 1/S105 & 2/S105.

JOIST SPALL - SQUARE FOOT QUANTITY - SEE 1/S105 & 2/S105.

BEAM SPALL - SQUARE FOOT QUANTITY - SEE 1/S105 & 2/S105.

COLUMN SPALL - SQUARE FOOT QUANTITY - SEE 1/S105 & 2/S105.

EPOXY INJECTION - LINEAR FOOT QUANTITY - SEE 3/S105.

CFRP WRAP - EACH QUANTITY - SEE 5/S105.

DEFICIENCY TYPE

DEFICIENCY QUANTITY

NOTE (IF ANY)

A

B

C

D

E

X

COLUMN NUMBER (TYPICALLY MARKED

ON COLUMNS WITHIN CRAWLSPACE)

F

3380 Trickum Road

Woodstock, GA. 30188 770-517-5507 voice 770-517-5508 fax

Bldg. 500, Ste. 100 www.ieiusa.com

INCORPORATED

INNOVATIVE

ENGINEERING

Veterans Affairs

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved Project Director

Project Title:

1 2 3 4 5 6 7 8 9

512 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date Checked

STAMP

STE. 400

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

F ile

P a th

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

ENLARGED REPAIR AREA PLANS

INSTALL TEMP SHORING IN CRAWL

SPACE AT BUILDING 1

BAY PINES VAMC, FLORIDA

S103

516-23-604

JTT EJB08-25-2025

FINAL SUBMISSION

1/4" = 1'-0"S103

1 AREA 3 & 4 ENLARGED REPAIR PLAN

KEY PLAN

ENLARGED REPAIR PLAN NOTES

D

D

D

D

A

THIS BAY

C

C

C

D

D

A

C

C

C

D

C

C

D

C

E

B

A

C

B

A

THIS BAY

A

THIS BAY

B

B

B

B

PERFORM 10LF HYDROPHILIC

POLYURETHANE GROUT INJECTION AT

UNDERSIDE OF FIRST FLOOR SLAB WHERE

ACTIVE MOISTURE IS PRESENT.

DEFICIENCY LEGEND

180 181

171168163

173A

170 174

172A

F

REMOVE LOOSE/SPALLED

CONCRETE BY CHIPPING AND

APPLY NEW EPOXY/MATERIAL

PATCH

EXISTING

CONCRETE

SURFACE

EXISTING

REINFORCING

NOTES:

1. PRIOR TO PLACING EPOXY/MATERIAL PATCH:

A. CONCRETE SURFACE MUST BE FREE FROM PAINT, DUST, LOOSE MATERIAL, SURFACE

CONTAMINATION, AND MATERIALS WHICH REDUCE BOND OR PREVENT WETTING BY REPAIR

MATERIALS. DELAMINATED, WEAK, DAMAGED AND DETERIORATED CONCRETE, AND WHERE

NECESSARY, SOUND CONCRETE SHALL BE REMOVED BY CHIPPING OR OTHER SUITABLE MEANS.

B. STEEL REINFORCEMENT SHALL BE FREE OF RUST, SCALE, MORTAR, CONCRETE, DUST AND OTHER

LOOSE DELETERIOUS MATERIAL THAT WOULD REDUCE BOND OR CONTRIBUTE TO

CORROSION. FOLLOW BONDING AGENT MANUFACTURER'S RECOMMENDATIONS AND

REQUIREMENTS FOR SURFACE PREPARATION REQUIREMENTS.

2. WHERE INSUFFICIENT COVER EXISTS OVER REINFORCEMENT USE EPOXY MATERIAL PATCH TO

PROVIDE REQUIRED COVER.

3/4" MAX CLEAR

EXISTING CONCRETE

MEMBER

REMOVE UNSOUND CONCRETE FROM

REPAIR AREA. CAST TO RESTORE

CROSS-SECTION.

EXISTING REINFORCING BARS: CLEAN ACCORDING TO REPAIR

MATERIAL INSTRUCTIONS AND RECOMMENDATIONS AND COAT

WITH CORROSION INHIBITOR WHERE BARS ARE EXPOSED. WHERE

REINFORCEMENT IS FOUND TO BE SEVERELY CORRODED OR HAS

LOST 10% OR MORE OF ITS CROSS SECTIONAL AREA,

SUPPLEMENTARY REINFORCEMENT MAY BE REQUIRED.

CHIP CONCRETE TO A MIN. DEPTH

OF 3/4" BELOW REINFORCING STEEL

3/4" SAWCUT AROUND

PERIMETER OF PATCH

AREA - BEVEL SAWCUT

AWAY FROM CENTER OF

PATCH AREA

NOTES:

1. LARGE AND/OR DEEP AREAS OF REMOVAL MAY REQUIRE SHORING. SEE

CONCRETE NOTES FOR SHORING LOADS.

C

LE

A R

A N

C E

3/ /4

M

IN

M

IN

5/ 8"

C

LR

CORROSION DAMAGED REINFORCING

1" MIN. CLEARANCE BEYOND

B Y

M A

N U

F A

C T

U R

E R

S P

A C

IN

G

A S

R E

Q U

IR

E

D

EPOXY INJECTION PORT,

SEE SPECIFICATIONS

EPOXY PASTE

SURFACE SEALANT

EXISTING CONCRETE

SUBSTRATE

CONCRETE CRACK.

PREP AS REQUIRED BY

MANUFACTURER FOR

INJECTION PROCESS

AFFECTED LENGTH

CROSS SECTION

LOSS OF 10% OR MORE

REQUIRED LAP REQUIRED LAP

AFFECTED LENGTH

SUPPLEMENTAL BAR

EXIST CONCRETE

JOISTS/BEAMS TYP

AFTER PERFORMING CEMENTITIOUS

REPAIRS, PLACE CFRP WRAP AT EXTENTS OF

COLUMN INCLUDING PREVIOUSLY REPAIRED

AREAS FOLLOWING APPLICATION OF NEW

CEMENTITIOUS REPAIRS. PLACE WRAP WITH

PRIMARY FIBERS ORIENTED HORIZONTALLY.

SEE CONFINEMENT WRAP NOTES AND

SPECIFICATIONS.

EXIST COLUMN

EXIST PEDESTAL

REMOVE AND REINSTALL

EXISTING PIPE

SUPPORTS, CONDUIT, OR

OTHER MECHANICAL

COMPONENTS TO

FACILITATE CFRP

INSTALLATION.

MAINTAIN 1/2" CLR FROM

EXIST STRUCTURAL STEEL

FRAMING TYP.

EXIST STRUCTURAL

STEEL FRAMING TYP

3380 Trickum Road

Woodstock, GA. 30188 770-517-5507 voice 770-517-5508 fax

Bldg. 500, Ste. 100 www.ieiusa.com

INCORPORATED

INNOVATIVE

ENGINEERING

Veterans Affairs

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved Project Director

Project Title:

1 2 3 4 5 6 7 8 9

512 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date Checked

STAMP

STE. 400

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

F ile

P a th

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

CONCRETE DETAILS

INSTALL TEMP SHORING IN CRAWL

SPACE AT BUILDING 1

BAY PINES VAMC, FLORIDA

S105

516-23-604

JTT EJB08-25-2025

FINAL SUBMISSION

6" = 1'-0"S105

LOW CONCRETE COVER REPAIR DETAIL

(≤ 3/4" CLEAR COVER)

1 1/2" = 1'-0"S105

2 TYPICAL CONCRETE REPAIR DETAIL

1 1/2" = 1'-0"S105

3 EPOXY INJECTION CRACK REPAIR

3" = 1'-0"S105

REPAIR OF DAMAGED/DETERIORATED

REINFORCING

CONCRETE REBAR LAP SPLICE SCHEDULE

BAR SIZE CLASS

NORMAL WEIGHT CONCRETE 28 DAY f'c (PSI)

5,000

#6 or Smaller B 44 Dia.

#7 or Larger B 55 Dia.

1" = 1'-0"S105

5 CONFINEMENT WRAP DETAIL