590-19-102 100 pct drawings.pdf

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STRUCTURAL REPAIRS TO CONCRETE FLOOR DECK - BUILDING 137 A

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DEPARTMENT OF VETERANS AFFAIRS PROJECT NO. 590-15-007

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I HAMPTON VA MEDICAL CENTER

BUILDINGS 110 & 11 QA

100 EMANCIPATION DR. HAMPTON, VA 23667

BUIWING 137C:

LOCATION MAP

PRE-CONSTRUCTION RISK ASSESSMENT/EVALUATION

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-~ PROJECT NAME: STRUCTURAL REPAIRS TO CONCRETE FLOOR DECK PROJECT NUMBER: 590-19-102

ITEM EXPECTED IMPACT(S) PLANS/MEASURES TO ADDRESS IMPACTS ! I ~-

c: di j O I , c-P_L_U_M_B-IN_G_O_UT_A_G_E_S ________ c-N-O_N_E_E_X_P_E_C_T_E_D_A_S_D_I_RE_C_T_L_Y_R_E_LA-TE_D_T_O_----t_lF_W_O_R_K_IS_T_O_B_E_P_E_R_F_O_R_M_E_D_IN-T-HE-V-IC-IN_I_TY_O_F_A_U_T_I_LI_TY_L_IN_E_S_U_P_P_O_R_T_E_D_O_N_T_H_E_F_RA_M_E_D_S_LA_B_, _C_O_N-TRA_C_T_O_R_S_H_A_L_L_S_U_P_P_O_R_T_T_H_E_L_IN_E_O_N_

§ __. ~ SCOPE OF WORK. UTILITIES TO BE PROTECTED EITHER SIDE OF THE REPAIR AREA UNTIL THE REPAIRS ARE COMPLETED AND ORIGINAL CONDITIONS RESTORED.

~ AS NECESSARY IN VICINITY OF WORK.

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' MECHANICAL OUTAGES

ELECTRICAL OUTAGES

MISCELLANEOUS OUTAGES

FIRE ALARM

VIBRATIONS

DUST (INFECTION CONTROUAIR QUALITY)

NOISE

EQUIPMENT

I [;; CREATION OR SPREAD OF CONTAMINANTS

TRAFFIC FLOW: PATIENTS, VISITORS,

STAFF, CONTRACT PERSONNEL

LIFE SAFETY AND LOCATION OF "LIMITS OF

,_, CONSTRUCTION" BARRIER

NONE EXPECTED AS DIRECTLY RELATED TO

SCOPE OF WORK. UTILITIES TO BE PROTECTED

AS NECESSARY IN VICINITY OF WORK.

NONE EXPECTED AS DIRECTLY RELATED TO

SCOPE OF WORK. UTILITIES TO BE PROTECTED

AS NECESSARY IN VICINITY OF WORK.

NONE EXPECTED AS DIRECTLY RELATED TO

SCOPE OF WORK. UTILITIES TO BE PROTECTED

AS NECESSARY IN VICINITY OF WORK.

NO IMPACT EXPECTED

SOME WORK MAY PRODUCE NOISE,

DISTURBANCES, AND/OR VIBRATIONS.

NO IMPACT EXPECTED

SOME WORK MAY PRODUCE NOISE,

DISTURBANCES, AND/OR VIBRATIONS.

NO IMPACT EXPECTED

SOME POSSIBLE SPREAD OF CONTAMINANTS.

CONTRACTOR TO DETERMINE IF PROTECTION,

TEMPORARY ENCLOSURE, OR ABATEMENT IS

NECESSARY FOR THE SCOPE OF WORK TO BE

COMPLETED.

PATIENT CARE THAT OCCURS ON FIRST FLOOR

WITHIN PROJECT LIMITS (DIRECTLY ABOVE

CRAWLSPACE) TO BE INTERRUPTED. NO

DISRUPTION ANTICIPATED FOR ANY OTHER

TRAFFIC FLOW OF PERSONNEL OR PATRONS.

LIMITS OF CONSTRUCTION WILL BE

ESTABLISHED BY THE CONTRACTOR USING

SCREENED FENCING WHERE APPLICABLE.

IF WORK IS TO BE PERFORMED IN THE VICINITY OF A UTILITY LINE SUPPORTED ON THE FRAMED SLAB, CONTRACTOR SHALL SUPPORT THE LINE ON EITHER SIDE OF THE REPAIR AREA UNTIL THE REPAIRS ARE COMPLETED AND ORIGINAL CONDITIONS RESTORED.

IF WORK IS TO BE PERFORMED IN THE VICINITY OF A UTILITY LINE SUPPORTED ON THE FRAMED SLAB, CONTRACTOR SHALL SUPPORT THE LINE ON EITHER SIDE OF THE REPAIR AREA UNTIL THE REPAIRS ARE COMPLETED AND ORIGINAL CONDITIONS RESTORED.

IF WORK IS TO BE PERFORMED IN THE VICINITY OF A UTILITY LINE SUPPORTED ON THE FRAMED SLAB, CONTRACTOR SHALL SUPPORT THE LINE ON EITHER SIDE OF THE REPAIR AREA UNTIL THE REPAIRS ARE COMPLETED AND ORIGINAL CONDITIONS RESTORED.

NO PLANS/MEASURES INTENDED

IF WORK CREATES NOISE AND DISTURBANCES, CONTRACTING OFFICER WILL BE INFORMED ACCORDINGLY AND STEPS WILL BE TAKEN TO MINIMIZE DISRUPTIONS TO VAMC OPERATIONS, UP TO AND INCLUDING SCHEDULING WORK TO NON-BUSINESS HOURS.

ALL SCOPE OF WORK TO TAKE PLACE WITHIN CRAWLSPACE. ANY DEVIATION FROM DESIGN INTENT DUE TO EXISTING CONDITIONS WILL BE MITIGATED AS NECESSARY TO PREVENT/MINIMIZE ANY IMPACTS OF DUST OR REDUCTION IN AIR QUALITY. IN THE EVENT THAT SANDBLASTING IS

NEEDED, PROPER AND ADEQUATE PPE IS REQUIRED.

IF WORK CREATES NOISE AND DISTURBANCES, CONTRACTING OFFICER WILL BE INFORMED ACCORDINGLY AND STEPS WILL BE TAKEN TO MINIMIZE DISRUPTIONS TO VAMC OPERATIONS, UP TO AND INCLUDING SCHEDULING WORK TO NON-BUSINESS HOURS.

NO PLANS/MEASURES INTENDED

THE 35% SCHEMATIC DESIGN ENVIRONMENTAL ASSESSMENT SHOULD BE REFERENCED -- IF THE ACM 3" OD TSI FITTING ELBOWS WILL BE DISTURBED AS A RESULT OF REPAIR, RENOVATION, OR DEMOLITION ACTIVITIES, THEY SHOULD BE REMOVED BY A VIRGINIA-LICENSED ASBESTOS ABATEMENT CONTRACTOR PRIOR TO DISTURBANCE. ANY SUCH ABATEMENT PROJECTS SHOULD BE MONITORED BY A QUALIFIED INDUSTRIAL

HYGIENE FIRM FOR WORKER AND ENVIRONMENTAL SAFETY.

PATIENTS SHALL BE REMOVED ABOVE THE CRAWL AREA UNDER REPAIR CONTRACTOR WILL PROVIDE SCHEDULE OF WORK BY ALL TRADES TO THE CONTRACTING OFFICER THIRTY DAYS IN ADVANCE OF COMMENCEMENT OF WORK. THE CONTRACTOR WILL BE RESPONSIBLE FOR ENSURING THAT ALL RULES AND REGULATIONS, INCLUDING THOSE WHICH MAY BE ISSUED BY THE OWNER, ARE BEING OBSERVED, PARTICULARLY WORKPLACE SAFETY AND THE OWNER'S EMPLOYEES WHO MAY BE IMPACTED OR AFFECTED BY CONSTRUCTION ACTIVITIES. THE CONTRACTOR WILL INSTALL SIGNAGE BARRIERS AND OTHER MEANS TO PROVIDE WARNING AND PERSONNEL SAFETY. PLACEMENT OF THESE ITEMS WILL BE COORDINATED WITH THE OWNER AND HIS ONGOING OPERATIONS AND WILL PROMPTLY BE REVISED WHEN WORK IN A PARTICULAR AREA HAS

BEEN COMPLETED.

DURING PERFORMANCE OF WORK, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVISION AND MAINTENANCE OF WARNING SIGNS, LIGHT SIGNAL DEVICES, GUARD LIGHTS, BARRICADES, GUARD RAILS, FENCES AND OTHER DEVICES, APPROPRIATELY LOCATED ON AND AROUND THE JOB SITE WHICH GIVE PROPER AND UNDERSTANDABLE WARNING TO PERSONS WITH REGARD TO HAZARDOUS CONDITIONS, EQUIPMENT AND

OPERATIONS BEING PERFORMED IN CONJUNCTION WITH THE WORK.

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INDEX OF DRAWINGS

GENERAL

CS-1 COVERSHEET

STRUCTURAL

5-0 AREA OF DAMAGE PLAN

5-1 ICRA AND GENERAL NOTES

S-2 PHOTOS OF DAMAGED AREAS

5-3 PHOTOS OF DAMAGED AREAS

5-4 PHOTOS OF DAMAGED AREAS

S-5 PHOTOS OF DAMAGED AREAS

5-6 PHOTOS OF DAMAGED AREAS

5-7 PHOTOS OF DAMAGED AREAS

S-8 PHOTOS OF DAMAGED AREAS

S-9 SECTIONS AND DETAILS

lrqrca3/c-:rcsa pa\lcrns ;;ork a·cas will oc =rc\cchc cncloa,rca ~,j oa"iccdc3/Carr"cra \o '"' h I"' ""1·-,," ~, Is '"'" I,• ~,1-·, <T'."" "" ,ern;.e,· I" I, "'"d",I ,,. I lc•1,n~ in a·eas w·1 oe re~t-ictej -nchtaine,j -,e ~c-rtrac\o- ,:Jfrc :he 'Noc,. c,-e,.d· _,l·_Js~. reci_jfr,y ~pc" ·or ell cod·,_Jc, •~cnst-.c\cn limits enc ,-,,, ce·neced en r~ress/eTess c,att~rrs Jic~.Jh v:orl: n·eos will a~ shee:o G-1:2 ard lrsre~s/e,:,-eso patterns -,xted :Crcu,:h e-clcsu-es. ,\ccecs \c, hrn ,_· ·"'"' ,·c,s ~•11 .,,, c, lhr;,,,)' 1·.,,lc-,I·,· ,.,,,.,,,-II·· ,•,ii h II·· ~rclcoJ'~c. ,0,cc~oo to .-,or,: orccs 111 bo rcotr'c:d ·,cn·.rcct~r coo-c·no:h9 t1·oqh t·~ ca-~\·,·

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Drawing Title

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Bldg.110B

ACTUAL PLAN

NOR~H !ORTH

COR - ILSM AND ICRA COMPLETED:

DATE:

REVIEWED= AFGE

DATE=

REVIEWED= NAGE

DATE=

REVIEWED= WOMEN VETERANS PROGRAM

MANAGER

DATE:

APPROVED: INFECTION CONTROL

DATE:

APPROVED: CONSTRUCTION SAFETY

MANAGER

DATE=

APPROVED: SAFETY MANAGER

DATE=

APPROVED= ENERGY MANAGER

DATE:

APPROVED: CHIEF. POLICE SERVICE

DATE:

APPROVED, CHIEF, MEDICINE SERVICE

DATE=

TITLE SHEET

GENERAL INFORMATION

Approved: Project Director

VA FORM 08--6231

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Bldg. 137B

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Bldg. 137C

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Bldg. 1370

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BUILDING 137A KEY PLAN

SEE SHEET S-0 FOR PROJECT AREA OF DAMAGE PHOTO PLAN

APPROVED: CHIEF, orr

DATE:

APPROVED= SUPERVISORY FACILITIES

:::>PERA TION SPECIALIST

DATE=

APPROVED= SUPERVISORY PROJECT ENGINEER

DATE=

APPROVED= ENGINEERING DIVISION MANAGER

DATE:

APPROVED: CHIEF, ENVIRONMENT AL

MANAGEMENT SERVICE

DATE:

APPROVED: CHIEF. FACILmES MANAGEMENT

SERVICE

DATE=

APPROVED= ASSOCIATE DIRECTOR FOR

PATIENT CARE SERVICES

DATE=

APPROVED= CHIEF OF STAFF

DATE:

APPROVED: ASSOCIATE DIRECTOR FOR

DPERATIONS

PROJECT CONSULTANTS

MIMAR JM MURPHY,

A/E/CM SDVOSB

7004 SECURITY BLVD.

SUITE210

BALTIMORE, MARYLAND 21244

PHONE 410.944.4900

MIMAR ARCHITECTS &

ENGINEERS

Mohammad Ayub

PHONE: 240-475-4991

RIB U.S. COST

241 GARRISONVILLE ROAD

SUITE202

STAFFORD, VA. 22554

Tel: (703)415-0835

CONTRACTORS SHALL USE THE ONLINE DOCUMENT EXCHANGE

SYSTEM "SUBMITTAL EXCHANGE" FOR ALL SUBMITTALS REQUIRED

BY SPECIFICATIONS FOR THIS PROJECT. CONTRACTOR IS

RESPONSIBLE TO VIEW TUTORIALS AND LEARN SYSTEM.

CONTRACTOR IS RESPONSIBLE TO INCUR ALL COSTS REQUIRED TO

ALLOW FULL ACCESS AND USER CAPABILITY FOR ALL

CONTRACTORS.

WEBSITE FOR PROGRAM IS:

HTTP://WWW.SUBMITTALEXCHANGE.COM/PUBLIC/

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DATE: WEBSITE REPRESNTATIVE IS: F

APPROVED, DIRECTOR. HAMPTON VA MEDICAL

CENTER

MATT FISCHER, PHONE 1-515-393-2423

DATE=

Project Title

STRUCTURAL REPAIRS TO

CONCRETE FLOOR DECK

Location

HAMPTON, VIRGINIA

Project Number

590-19-102 Building Number

137A Drawing Number

CS-1

NOTE: THIS DRAWING IS DESIGNED TO

BE PRINTED IN COLOR; BLACK & WHITE

REPRODUCTION MAY NOT CONVEY

COMPLETE /ACCURATE INFORMATION.

100% SUBMITTAL

Office of Construction and Facilities Management

Department of Veterans Affairs

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BLDG. 110B

EXISTING AREA WELL SHALL SERVE

AS CONTRACTOR'S PRIMARY POINT

OF ACCESS / EGRESS TO CRAWL SPACE--~

ACCESS TO CRAWL SPACE VIA

REMOVABLE GRATING AT GRADE LEVEL

ACCESS OPENING THROUGH WALL INTO

CRAWL SPACE IS APPROX. 3'-0"x2'-8"

LEGEND:

.---AREA OF WORK.SEE STRUCTURAL DRAWINGS

AND SPECIFICATIONS FOR DESCRIPTION

OF REPAIRS TO CRAWL SPACE

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BLDG. 137B

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BLDG. 137D

SP2: A SMALL PORTION OF THE RIBBED CONCRETE SHOWS MINOR TO MODERATE SPALLING AND

EXPOSED REBAR

SP6: MINOR SPALLING OBSERVED IN THIS AREA. NO EXPOSED REBAR NOTED. THERE ARE SOME BADLY CORRODED PIPES IN THIS AREA ALONG WITH SOME RUSTED HANGERS. SEE GENERAL NOTE 2/S-0

SP9: THIS AREA SHOWED MODERATE SPALLING AND EXPOSED REBAR. AS-BUILT DRAWINGS INDICATE THIS SLAB IS S6. WATERPROOF BASEMENT WALL; EVIDENCE OF WATER STREAMING DOWN INTERIOR

WALL. THE DIRT FLOOR IS HOLDING MOISTURE AT THE BASE OF THE WALL. THE WALL ALSO

APPEAR TO BE HOLDING MOISTURE.

SP11: THIS SECTION OF SLAB NEAR THE WEST WALL IS SEVERELY DEGRADED. MUCH EXPOSED REBAR

AND SPALLING CONCRETE OBSERVED .

SP13: SMALL CONCENTRATED AREA OF MODERATE SPALLING AND EXPOSED REBAR.

EF1: SMALL CONCENTRATED AREA OF POSSIBLE EFFLORESCENCE. CHALKY, MINERAL-LIKE DEPOSIT

ON SURFACE.

SP4: SMALL AREA OF SPALLING CONCRETE ON THE RIBBED SECTIONS AND SLAB ITSELF. SMALL

AREA OF EXPOSED REBAR OBSERVED.

SP7: THIS IS A LARGE AREA SHOWING SEVERE SCALING AND SPALLING AND MUCH CORRODED

REBAR EXPOSED.

SP3: SEVERE SPALLING AND MUCH EXPOSED REBAR OBSERVED IN THIS AREA. THIS IS ONE OF THE

MORE CRITICAL AREAS OF DEGRADATION. SEVERE OXIDATION ALSO OBSERVED ON METALS

IN THIS GENERAL AREA.

SP10: LARGE AREA OF SEVERE SPALLING. THERE IS MUCH EXPOSED REBAR IN THIS AREA.

SP12: THIS AREA ALONG THE NORTHWEST WALL IS BADLY DEGRADED. EFFLORESCENCE WAS OBSERVED

AS WELL AS SEVERE SPALLING AND EXPOSED REBAR.

SP5: THIS AREA SHOWS MODERATE SPALLING ON THE RIBBED PORTION OF THE SLAB AND THE SLAB ITSELF.

FR1: THIS FRACTURE IS 5MM OR LESS IN DIAMETER. IT APPEARED TO BE 1/4" TO 1/2" DEEP AND SPANNED

ACROSS TWO OF THE OPEN RIBS ON THE JOIST.

SPB: THIS AREA SHOWS MODERATE SPALLING WITH EXPOSED, CORRODED REBAR.

SP1: THIS AREA SHOWS MINOR SPALLING. NO EXPOSED REBAR NOTICED IN THIS AREA.

SP14: THIS AREA CONSISTS OF TWO PARRALLEL 8" BEAMS.

1 2 3 cb

5 6 7

-H b

SP13 (#590)

15! -0"± cb cb

1 AREA OF DAMAGE PHOTO PLAN

s-o SCALE: 1/16' ■ 1'--0'

Drawing Title

5 6 7

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GENERAL NOTES

1. COORDINATE PHOTO NUMBERS WITH PHOTO SHEETS S-2 THROUGH S-8.

2. SECTION MARKS LOCATED TYPICALLY FOR INSTANCES OF DAMAGE REFLECTED ON SHEET S-9 DETAILS.

3. ANY HANGERS/PIPING THAT IS IN INTERFERENCE WITH THE WORK WILL BE TAKEN DOWN AND

AND RE-ATTACHED AFTERWARDS. UTILITIES WILL BE DISCONNECTED IF LINE IS ACTIVE

SHUT OFF, BLEED THE LINE, REMOVE THE SECTION AND REPLACE WHEN WORK IS COMPLETE.

DRAWING LEGEND

EF - Efflorescence

FR - Fracture

SP - Spalling

Project Hie

STRUCTURAL REPAIRS TO

CONCRETE FLOOR DECK

SP14 (#486-#488)

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Project Number

590-19-102 Building Number

137A

NOTE: THIS DRAWING IS DESIGNED TO

BE PRINTED IN COLOR; BLACK & WHITE

REPRODUCTION MAY NOT CONVEY

COMPLETE /ACCURATE INFORMATION.

100% SUBMITTAL

Office of Construction and Facilities Management

Department of Veterans Affairs

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ICRA GENERAL NOTES:

UTILIZE CLASS Ill REQUIREMENTS FOR ALL WORK:

1. MITAGATION RESPONSE STRATEGIES SHALL BE DEVELOPED BY THE CONTRACTOR IN CONSULTATION

WITH THE FACILITY STAFF, PRIOR TO WORK IN OCCUPIED SPACES INCLUDING BUT NOT LIMITED TO, DURATION OF WORK, DEFINED LOCATION AND EXTENT OF TEMPORARY BARRIERS, CONTROL OF

AIR FLOW, CONTAINMENT OF DUST AND DEBRIS, TRANSPORTATION OF MATERIALS AND CLEANUP.

2. WORK WITHIN OCCUPIED SPACES SHALL BE SCHEDULED TO MINIMIZE DISRUPTION TO FACILITY OPERATIONS IN SO MUCH AS PRACTICABLE, WORK WITHIN OCCUPIED SPACES SHALL BE PHASED TO

LIMIT TASKS TO THOSE THAT MAY BE COMPLETED WITHIN A SINGLE WORK SHIFT, INCLUDING

CONTAINMENT, TASK COMPLETION AND CLEANUP.

3. NOTIFY STAFF IN IMMEDIATE AREA.

4. BEFORE ANY CONSTRUCTION ON SITE BEGINS. ALL CONTRACTOR PERSONNEL INVOLVED IN THE

CONTSTRUCTION OR RENOVATION ACTIVITY SHALL BE EDUCATED AND TRAINED IN INFECTION

PREVENTION MEASURES ESTABLISHED BY THE MEDICAL CENTER. AFTER THE BARRIERS ARE IN

PLACE, THE "PRE-CONSTRUCTION RISK ASSESSMENT" FORM SHALL COMPLETED AND SIGNED

BY INFECTION CONTROL AND SAFETY.

5. A DUST CONTROL PROGRAM WILL BE ESTABLISH AND MAINTAINED AS PART OF THE CONTRACTOR'S INFECTION PREVENTIVE MEASURES IN ACCORDANCE WITHS THE FGI GUIDELINES FOR DESIGN AND

CONSTRUCTION OF HEALTHCARE FACILITIES. PRIOR TO START OF WORK, PREPARE A PLAN

DETAILING PROJECT SPECIFIC DUST PROTECTION MEASURES WITH ASSOCIATED PRODUCT DATA, INCLUDING PERIODIC STATUS REPORTS AND SUBMIT TO PROJECT ENGINEER AND FACILITY CSC

FOR REVIEW FOR COMPLIANCE WITH CONTRACT REQUIREMENTS IN ACCORDANCE WITH

SECTION 013323, SHOP DRAWINGS, PRODUCT DATA AND SAMPLES.

6. MEDICAL CENTER INFECTION CONTROL PERSONNEL WILL MONITOR FOR AIRBORNE DISEASE

(E.G. ASPERGILLOSIS) DURING CONSTRUCTION. A BASELINE OF CONDITIONS WILL BE ESTABLISHED

BY THE MEDICAL CENTER PRIOR TO THE START OF WORK AND PERIODICALLY DURING THE

CONSTRUCTION STAGE TO DETERMINE IMPACT OF CONSTRUCTION ACTIVITIES ON INDOOR

AIR QUALITY WITH SAFE THRESHOLDS ESTABLISHED .

DURING CONSTRUCTION WORK:

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GENERAL NOTES:

1. PATIENTS/ PERSONAL SHALL BE REMOVED ABOVE THE CRAWL AREA UNDER REPAIR. CONTRACTOR WILL PROVIDE

SCHEDULE OF WORK BY ALL TRADES TO THE CONTRACTING OFFICER THIRTY DAYS IN ADVANCE OF

COMMENCEMENT OF WORK,

CONSTRUCTION BARRIERS SHALL BE ERECTED AS REQUIRED BASED UPON CLASS Ill AND SHALL BE

CONSTRUCTED AS FOLLOWS:

1. CLASS Ill - DOOR WITH CLOSURE MASKING TAPE APPLIED OVER THE METAL FRAME AND DOOR IS ACCEPTABLE FOR PROJECTS THAT CAN BE CONTAINED IN A SINGLE ROOM. ALL DOORS SEPARATING THE CONSTRUCTION SITE FROM THE MEDICAL CENTER MUST BE AT LEAST 3/4 HOUR FIRE RATED

AND WITH A DOOR CLOSURE.

2. CONSTRUCTION, DEMOLITION OR RECOSTRUCTION NOT CAPABLE OF CONTAINMENT WITHIN A

SINGLE ROOM MUST HAVE THE FOLLOWING BARRIERS ERECTED AND MADE PRESENTABLE

2. EXISTING CONDITIONS AS INDICATED ON THE DRAWINGS ARE BASED ON VISUAL CONDITIONS AND AVAILABLE DRAWINGS, AND IN CERTAIN LOCATIONS MIGHT BE AT VARIANCE WITH ACTUAL CONDITIONS. VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. THE CONTRACTOR SHALL TAKE ALL STEPS NECESSARY TO SATISFY HIMSELF WITH THE ACTUAL CONDITIONS BY TAKING FIELD MEASUREMENTS, PHOTOGRAPHS AND FIELD INSPECTIONS. IN THE EVENT SIGNIFICANT DISCREPANCIES EXIST BETWEEN THE DETAILS SHOWN ON THE PLANS AND ACTUAL CONDITIONS, ATTENTION OF THE CONTRACTING OFFICER SHALL BE IMMEDIATELY DRAWN, AND WORK SHALL NOT RESUME UNTIL ISSUES ARE RESOLVED.

ON HOSPITAL OCCUPIED SIDE.

A. CLASS Ill (WHERE DUST CONTROLS IS THE ONLY HAZARD AND AN AGREEMENT IS REACHED WITH THE

3. CONTRACTOR SHALL COORDINATE ALL WORK SCHEDULE WITH THE C.0.R. FOR THE SMOOTH

FUNCTIONING OF THE MEDICAL CENTER.

4. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE MEANS AND METHOD OF CONSTRUCTION, AND SHALL C.O.R. AND MEDICAL CENTER) - AIRTIGHT PLASTIC BARRIER THAT EXTENDS FROM THE ENSURE COMPLIANCE WITH ALL APPLICABLE CODES INCLUDING PROVISIONS CONTAINED IN THE AMERICAN DISABILITIES FLOOR TO CEILING. SEAMS MUST BE SEALED WITH DUCT TAPE TO PREVENT DUST AND DEBRIS FROM ESCAPING. ACT AND AMERICAN NATIONAL STANDARDS INSTITUTE AND PROVIDE SAFE PLACE OF EMPLOYMENT FOR ALL THE

B. CLASS III-1-HOUR DRYWALL BARRIER ERECTED WITH JOINTS COVERED OR SEALED TO PREVENT EMPLOYEES IN ACCORDANCE WITH THE SAFETY REGULATIONS OF THE COMMONWEALTH OF VIRGINIA.

DUST AND DEBRIS FROM ESCAPING. 5. THE CONTRACTOR MUST FAMILIARIZE THOROUGHLY WITH THE VA HAMPTON DOCUMENT MCM-00-45 CONFINED SPACE

C. CLASS Ill - SEAL ALL PENETRATIONS IN EXISTING BARRIER AIRTIGHT AND WITH FIRE STOP. POLICY. ALL WORK SHALL BE PERFORMED IN THE CRAWL SPACE UNDER THE NON-PERMIT CONFINED SPACE REQUIREMENTS.

D. CLASS Ill - BARRIERS ARE FLOOR TO SLAB ABOVE AS WELL AS CHASES AND CEILING SPACES TO ALL PROVISIONS CONTAINED IN THE ABOVE DOCUMENT SHALL BE ENFORCED THE CONTRACTOR SHALL BE

STOP MOVEMENT AIR AND DEBRIS. ·

F. CLASS Ill -AT ELEVATORS SHAFTS OR STAIRWAYS CONTINUE THE 2-HOUR RATING AND SEAL ALL RESPONSIBLE FOR DETERMINING VENTILATION EQUIPMENT AND PROTECTIVE DEVICES.

PENETRATIONS WITH FIRE STOP. 6. IF WORK CREATES NOISE AND DISTURBANCES, C.O.R. MUST BE INFORMED ACCORDINGLY.

A. PRODUCTS AND MATERIALS:

1. BARRIER DOORS: SELF CLOSING 1-HOUR FIRE-RATED SOLID CORE WOOD IN STEEL

FRAME. PAINTED

2. DUST PROOF BARRIER: 1-HOUR FIRE-RATED DRYWALL TAPED AND PAINTED

7. THE STRUCTURE DOES NOT CONTAIN POST-TENSIONING CABLES OR PRE-STRESSING STRANDS.

8. WORK SHALL BE PERFORMED IN THE CRAWL SPACE. THE SPACE ABOVE THE DIRT FLOOR TO THE CONCRETE FIRST

FLOOR FRAMING IS APPROXIMATELY 4 FT. THE CONTRACTOR TO FAMILIARIZE WITH CRAWL SPACE AND AVAILABLE ACCESS FOR ENTRY TO SPACE. FOR ADDITIONAL ACCESS POINTS TO THE CRAWL SPACE, COORDINATION WITH THE HAMPTON MEDICAL CENTER WILL BE NECESSARY, AND PERMISSION RECEIVED. NO ACCESS

TO THE CRAWL SPACE WILL BE USED UNTIL SPECIFIC PERMISSION HAS BEEN GRANTED.

A. CRAWL SPACE ENTRY - SEE KEY PLAN 2/S-O

B. DIRT FLOOR SHOULD BE COVERED WITH PROTECTED COVERING UNDER WORK AREAS,

SO NOT TO CONTAMINATE THE SOIL AND TO HELP REDUCE CLEANUP OF AREA. 1. OBTAIN PERMIT FROM THE C.0.R. AND FACILITY SAFETY OFFICER (COMPLETE THE

"PRE-CONSTRUCTION RISK ASSESSMENT" FORM)

2. REMOVE OR ISOLATE HVAC SYSTEM IN AREA WHERE WORK IS BEING DONE TO

PREVENT CONTAMINATION OF DUCT SYSTEM.

3. HIGH EFFICIENCY PARTICULATE AIR-EQUIPPED FILTRATION MACHINE RATED AT 95% CAPTURE OF 0.3 MICRONS INCLUDING POLLEN, MOLD SPORES AND DUST PARTICLES. HEPA FILTERS SHOULD HAVE ASHRAE 85 OR OTHER PREFIL TER TO EXTEND THE USEFUL LIFE OF THE HEPA. PROVIDE

BOTH PRIMARY AND SECONDARY FILTRATIONS UNITS. MAINTENANCE OF EQUIPMENT AND

REPLACEMENT OF THE HEPA FILTERS AND OTHER FILTERS WILL BE IN ACCORDANCE WITH

MANUFACTURER'S INSTRUCTIONS.

9. ADEQUATE AND MANDATORY PRECAUTIONS SHALL BE TAKEN TO PROTECT AND SAFEGUARD ALL UTILITIES SPREAD OVER THE ENTIRE CRAWL SPACE, AND SUPPORTED BY THE FRAMING. THERE ARE STEAM PIPING, SANITARY AND PLUMBING LINES,

4. EXHAUST HOSES: HEAVY DUTY, FLEXIBLE STEEL REINFORCED; VENTILATION BLOWER HOSE.

5. ADHESIVE WALK-OFF MATS: PROVIDE MINIMUM SIZE MATS OF 24 "x36" AT ALL INGRESS

AND EGRESS LOCATIONS.

6. DISINFECTANT: HOSPITAL -APPROVED DISINFECTANT OR EQUIVALENT PRODUCT

7. PORTABLE CEILING ACCESS MODULE

3. COMPLETE ALL CRITICAL BARRIERS I.E. SHEETROCK, PLYWOOD, PLASTIC TO MAINTAIN AT LEAST

A SEALED 1-HOUR SEPARATION FROM NON-WORK AREA OR IMPLEMENT CONTROL CUBE METHOD

(CART WITH PLASTIC COVERING AND SEALED CONNECTION TO WORK SITE WITH HEPA VACUUM

FOR VACUUMING PRIOR TO EXIT) BEFORE CONSTRUCTION BARRIERS AND CEILING PROTECTION

CAREFULLY, OUTSIDE OF NORMAL WORK HOURS. E. EXTERIOR CONSTRUCTION:

4. MAINTAIN NEGATIVE AIR PRESSURE, 0.01 INCHES OF WATER GAUGE (VERIFIED THROUGH VAMC INDUSTRIAL HYGENIST), WITHIN WORK SITE UTILIZING HEPA EQUIPPED AIR FILTRATION UNITS AND CONTINUOUSLY MONITORED WITH A DIGITAL DISPLAY, RECORDING AND ALARM INSTRUMENT, WHCH MUST BE CALIBRATED ON INSTALLATION, MAINTAINED WITH PERIODIC CALIBRATION AND

MONITORED BY THE CONTRACTOR.

5. CONTAIN CONSTRUCTION WASTE BEFORE TRANSPORT IN TIGHTLY COVERED CONTAINERS.

6. COVER TRANSPORT RECEPTACLES OR CARTS, TAPE COVERING UNLESS SOLID LID.

7. PLACE DUST MATS AT ENTRANCE AND EXIT OF WORK AREAS AND REPLACE THEM DAILY.

8. WATER MIST WORK SURFACES TO CONTROL DUST WHILE CUTTING.

IN GENERAL, THE FOLLOWING PREVENTIVE MEASURES SHALL BE ADOPTED DURING CONSTRUCTION

TO KEEP DOWN DUST AND PREVENT MOLD .

1. CONTRACTOR SHALL VERIFY THAT CONSTRUCTION EXHAUST TO EXTERIOR IS NOT REINTRODUCED

TO THE MEDICAL CENTER THROUGH INTAKE VENTS, OR BUILDING OPENINGS HEPA FILTRATION

IS REQUIRED.

2. EXHAUST HOSES SHALL BE EXHAUSTED SO THAT DUST IS NOT REINTRODUCED TO THE MEDICAL CENTER.

3. ADHESIVE WALK OFF/ CARPET WALK OFF STICKY MATS SHALL BE USED AT ALL INTERIOR TRANSITIONS

FROM THE CONSTRUCTION AREA TO OCCUPIED MEDICAL CENTER AREA. THESE MATS SHALL BE

CHANGED AS OFTEN AS REQUIRED TO MAINTAIN CLEAN WORK AREAS DIRECTLY OUTSIDE CONSTRUCTION

AREA AT ALL TIMES.

4. VACUUM AND WET MOP ALL TRANSITION AREAS FROM CONSTRUCTION TO THE OCCUPIED MEDICAL CENTER AT THE END OF EACH WORKDAY, VACUUM SHALL UTILIZE HEPA FILTRATION. MAINTAIN SURROUNDING AREA FREQUENTLY. REMOVE DEBRIS AS IT IS CREATED. TRANSPORT THESE OUTSIDE THE CONSTRUCTION AREA

IN CONTAINERS WITH TIGHTLY FITTING LIDS.

5. THE CONTRACTOR SHALL NOT HAUL DEBRIS THROUGH PATIENT CARE AREAS WITHOUT PRIOR APPROVAL

OF THE C.O.R. AND THE MEDICAL CENTER. WHEN, APPROVED DEBRIS SHALL HAULED

IN ENCLOSED DUST PROOF CONTAINERS OR WRAPPED IN PLASTIC AND SEALED WITH DUCT TAPE. NO SHARP OBJECTS OBJECTS SHOULD BE ALLOWED TO CUT THROUGH THE PLASTIC. WIPE DOWN THE EXTERIOR OF THE CONTAINERS WITH A DAMP RAG TO REMOVE DUST. ALL EQUIPMENT, TOOLS, MATERIALS, ETC. TRANSPORTED THROUGH OCCUPIED AREAS SHALL BE MADE FREE FROM DUST AND MOISTURE BY

VACUUMING AND WIPE DOWN.

6. THERE SHALL BE NO STANDING WATER DURING CONSTRUCTION. THIS INCLUDES WATER IN EQUIPMENT DRIP PANS AND OPEN CONTAINERS WITHIN THE CONSTRUCTION AREAS. ALL ACCIDENTAL SPILLS MUST BE CLEANED UP AND DRIED WITHIN 12 HOURS. REMOVE AND DISPOSE OF POROUS MATERIALS THAT

REMAIN DAMP FOR MORE THAN 72 HOURS.

UPON COMPLETION:

1. DO NOT REMOVE BARRIERS FROM WORK AREA UNTIL COMPLETED PROJECT IS INSPECTED BY THE

C.0.R. AND FACILITY SAFETY OFFICER AND THOROUGHLY CLEANED BY THE CONTRACTOR.

2. PERFORM HEPA VACUUM CLEANING OF ALL SURFACES IN THE WALLS, CEILINGS, CABINETS, FURNITURE

(BUil T-IN OR FREE STANDING), PARTITIONS, FLOORING, ETC .

3. WET MOP AREA WITH CLEANER/ DISINFECTANT.

4. UPON COMPLETION, RESTORE HVAC SYSTEM WHERE WORK WAS PERFORMED.

5. ALL NEW AIR DUCTS SHALL BE CLEANED PRIOR TO FINAL INSPECTION

6. UPON COMPLETION OF PROJECT, OR AS WORK PROGRESSES, REMOVE ALL CONSTRUCTION DEBRIS FROM

ABOVE CEILING, VERTICAL SHAFTS AND UTILITY CHASES THAT HAVE BEEN PART OF THE CONSTRUCTION.

7. REMOVE CONSTRUCTION BARRIERS AND CEILING PROTECTION CAREFULLY TO MINIMIZE SPREADING

OF DIRT AND DEBRIS ASSOCIATED WITH CONSTRUCTION, OUTSIDE OF NORMAL WORK HOURS.

8. RETURN PERMIT TO THE C.0.R. AND FACILITY SAFETY OFFICER.

9. CONDUCT A WALK THROUGH INSPECTION WITH HVAC AND PLUMBING SHOP SUPERVISORS.

1 2 3

1. CONTRACTOR SHALL VERIFY THAT DUST WILL NOT BE INTRODUCED INTO THE MEDICAL CENTER USING NEGATIVE AIR THROUGH BUILDING OPENINGS OR INTAKE VENTS - INTAKES VENTS MUST BE

CONFIRMED THROUGH VAMC DC HVAC MANAGER. HEPA FILTRATION ON INTAKE VENTS IS

REQUIRED WHERE DUST MAY BE INTRODUCED

2. DUST CREATED FROM DISTURBANCE OF SOIL SUCH AS FROM VEHICLE MOVEMENT WILL BE

WETTED WITH USE OF A WATER TRUCK AS NECESSARY

3. ALL CUTTING, DRILLING, GRINDING, SANDING OR DISTURBANCE OF MATERIALS SHALL BE

ACCOMPLISHED WITH TOOLS EQUIPPED WITH EITHER LOCAL EXHAUST VENTILATION (I.E.

VACUUM SYSTEMS) OR WET SUPPRESSION CONTROLS AND MUST COMPLETE THE

VA'S "HOT WORK PERMIT" FORM.

4. ALL LIGHTS/UTILITIESTO BE PROTECTED FROM ALL WORK PERFORMED.

4 5 6

ELECTRICAL CONDUITS, MEDICAL GAS AND OXYGEN LINES, ETC. SOME UTILITY LINES ARE INDIVIDUALLY PLACED AND SOME ARE GROUPED TOGETHER. THESE ARE EXTREMELY CRITICAL FOR THE PROPER FUNCTIONING OF THE MEDICAL CENTER. THE CONTRACTOR MUST VISIT THE SITE AND GET ACQUAINTED WITH THE EXISTING CONDITIONS, AND BE

PREPARED TO PERFORM PROPERLY.

10. CONTRACTOR MUST BE AWARE THAT CERTAIN CONDUITS AND PIPES COULD BE EMBEDDED IN THE CONCRETE JOISTS AND SLAB. CONTRACTOR MUST OBTAIN RELEVANT INFORMATION FROM THE CONTRACTING OFFICER ABOUT THE EXISTENCE AND LOCATION OF SUCH CONDUITS AND PIPES. NO DAMAGE SHALL BE DONE TO SUCH CONDUITS AND PIPES. IN THE EVENT A DAMAGE HAS BEEN DONE, REPAIR SHALL BE DONE AT NO COST TO THE MEDICAL CENTER TO THE FULL SATISFACTION OF THE CONTRACTING OFFICER. WHERE THERE ARE LOOSE OR BROKEN HANGERS FOR R SUCH CONDUITS OR PIPES, THEY SHOULD BE REPLACED. ANY HANGERS NOT IN USE SHALL BE REMOVED AND

DISPOSED OF.

11. IF WORK IS TO BE PERFORMED IN THE VICINITY OF A UTILITY LINE SUPPORTED ON THE FRAMED SLAB, CONTRACTOR SHALL SUPPORT THE LINE ON EITHER SIDE OF THE REPAIR AREA UNTIL THE REPAIRS ARE COMPLETED AND

ORIGINAL CONDITIONS RESTORED.

12. CODES AND SPECIFICATIONS:

-- 2018 INTERNATIONAL BUILDING CODE

--ACI 318 BUILDING CODE AND COMMENTARY, LATEST EDITION

--ACI 305 SPECIFICATION FOR STRUCTURAL CONCRETE FOR BUILDINGS

-- DEPARTMENT OF VETERANS AFFAIRS H-08-8 OF 2013

-- VIRGINIA UNIFORM STATEWIDE BUILDING CODE

13. CONCRETE:

-- SUBMIT CONCRETE MIX DESIGN FOR APPROVAL

--ALL SHOTCRETE SHALL BE APPLIED BY WET METHOD WITH A 28 DAYS STRENGTH OF 5,000 PSI, --ALL MORTAR USED FOR REPAIR SHALL HAVE A STRENGTH OF 5,000 PSI.

-- EPOXY GROUT SHALL HAVE A STRENGTH OF 5,000 PSI

14. REINFORCING STEEL:

--ALL REINFORCING STEEL SHALL CONFORM TO ASTM A 615 GRADE 60.

-- LAP ALL RE-BARS AT LEAST 30D.

15. OCCUPANCY CATEGORY OF BUILDING: Ill

16. SEISMIC DATA:

-- SEISMIC IMPORTANCE FACTOR 1.3

-- MAPPED SPECTRAL RESPONSE ACCELERATION: SS=0.122

-- MAPPED SPECTRAL ACCELERATION: S1= 0.049

-- SPECTRAL RESPONSE COEFFICIENT: SDS=0.130

-- SPECTRAL RESPONSE COEFFICIENT: SD1=0.078

-- SITE CLASS: D

-- SEISMIC DESIGN CATEGORY:B

17. SHORES NOT USED --ALL CONCRETE TO BE PROVIDED IS OVERHEAD.

18. PROVIDE CORROSION INHIBITOR TO ALL EXPOSED SURFACES OF CONCRETE JOISTS AND SLAB IN THE CRAWL SPACE,

19. BRACE CONCRETE FRAME AS REQUIRED TO MAINTAIN STABILITY.

20. ALL NEW CONCRETE POURED/PLACED SHALL BE HAVE A CURING COMPOUND APPLIED AND PROPERLY SEALED TO PREVENT MOISTURE.

21. ALL WOOD PREVIOUSLY USED FOR PATCHING AREAS SHALL BE REMOVED AND THE AREA REPAIRED UNDER THE

AUSPICES OF THE SCOPE OF THIS PROJECT - REFER TO SHEET S-2 PHOTO #498 FOR EXAMPLE OF EXISTING WOOD PATCHING.

22. THE CONTRACTOR WILL BE RESPONSIBLE FOR ENSURING THAT ALL RULES AND REGULATIONS, INCLUDING THOSE

WHICH MAY BE ISSUED BY THE OWNER, ARE BEING OBSERVED, PARTICULARLY WORKPLACE SAFETY AND THE OWNER'S EMPLOYEES WHO MAY BE IMPACTED OR AFFECTED BY CONSTRUCTION ACTIVITIES. THE CONTRACTOR WILL INSTALL SIGNAGE BARRIERS AND OTHER MEANS TO PROVIDE WARNING AND PERSONNEL SAFETY. PLACEMENT OF THESE ITEMS WILL BE COORDINATED WITH THE OWNER AND ONGOING OPERATIONS AND WILL PROMPTLY BE

REVISED WHEN WORK IN A PARTICULAR AREA HAS BEEN COMPLETED.

23. DURING PERFORMANCE OF WORK, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVISION AND MAINTENANCE OF WARNING SIGNS, LIGHT SIGNAL DEVICES, GUARD LIGHTS, BARRICADES, GUARD RAILS, FENCES AND OTHER DEVICES, APPROPRATELY LOCATED ON AND AROUND THE JOB SITE WHICH GIVE PROPER AND UNDERSTANDABLE WARNING TO PERSONS WITH REGARD TO HAZARDOUS CONDITIONS, EQUIPMENT AND OPERATIONS BEING PERFORMED

IN CONJUNCTION WITH THE WORK.

24. CONTRACTOR'S LAYDOWN AREA, DUMPSTER LOCATION OR EQUIPMENT SHALL BE COORDINATED WITH THE C.O.R.

25. CONTRACTOR TO PROVIDE SECURED PERIMETER PROTECTION CONSISTING OF A 6'-0" MIN. HEIGHT CHAIN LINK FENCING WITH

LOCKABLE GATE AROUND ALL STORED MATERIALS, EQUIPMENT, ETC. THESE AREAS ARE TO REMAIN SECURED AT ALL TIMES, INCLUDING WHILE AREA IS OCCUPIED .

26. PROTECTIVE CURTAIN WON'T BE PLACED INSIDE THE CRAWLSPACE, BUT WHERE THE VENTILATION FAN IS, SO NO

DUST/PARTICLES/DEBRIS GOES ANYWHERE BEYOND.

Drawing Title

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I ---..----I

(Y)

SAW CUT AFTER REMOVING ALL

DETERIORATED CONCRETE 1/2"

BEYOND DELAMINATION

SAW CUT AFTER REMOVING ALL

DETERIORATED CONCRETE 1/2"

BEYOND DELAMINATION __ _.-

+--- AREA OF DELAMINATION

SPRAY CORROSIVE

INHIBITOR - ALL SIDES

AND SPALLING

1. CLEAN SURFACE AREA OF ALL UNSOUND CONCRETE

2. SAW CUT 1/2" BEYOND LAMINATION

3. AIR BLAST AND CLEAN THE NEWLY CUT AREA TO RECEIVE FRESH CONCRETE

4. PUT FRESH CONCRETE f 'c = 5,000 psi AND CURE

5. REFER TO S-0 FOR CONDITIONS OF DAMAGED AREAS.

TYPICAL REPAIR DETAIL OF SIDE

3 DELAMINATION OF JOIST, BRIDGING RIB, BEAM

8-9 SCALE: 11/2'-1'-0'

EXISTING JOIST------

AREA OF DELAMINATION

AND SPALLING ______ ,,,

SAW CUT AFTER REMOVING ALL

DETERIORATED CONCRETE 1/2"

BEYOND DELAMINATION -~

1. EXCAVATEALLAROUNDRE-BAR

2. SAW CUT 1/2" BEYOND THE SPALLING

SPRAY CORROSIVE

INHIBITOR -ALL SIDES

3. PREPARE SURFACE OF CONCRETE TO RECEIVE FRESH CONCRETE

4. SAND BLAST EXPOSED RE-BAR. AIR BLAST CONCRETE EXPOSED AREA

5. PLACE NEW CONCRETE (f 'c = 5,000 psi) TO RESTORE TO ORIGINAL

SHAPE .

6. REFER TO SPECIFICATION 030100 AND SPECIFICATION 033713

7. APPLY CORROSIVE INHIBITOR TO EXPOSED BAR

3 4

5 6

5 6 w 1---l

O'.'.'.

<I

"' Lf)

('IJ

■-+--- SHEAR STIRRUP

SPRAY CORROSIVE

INHIBITOR ---------<

AREA OF DELAMINATION

AND SPALLING -------1------'►

ALL CORNERS SHALL

BE BEVELED -----+---"~..L.1~---- BOTTOM BARS

1. SAND BLAST CORRODED RE-BAR

SAW CUT AFTER REMOVING ALL

DETERIORATED CONCRETE 1/2"

BEYOND DELAMINATION

2. AIR BLAST THE SAW CUT AREA TO RECEIVE FRESH

CONCRETE

3. PLACE FRESH CONCRETE (f 'c = 5,000 psi).

4. SPRAY CURING COMPOUND OVER FRESH PLACED

CONCRETE

4 BEAM/BRIDGING REPAIR DETAIL

s~ SCALE: 11/2"•1'--0"

EXISTING JOIST---+--

EFFLORESCENC--_,,

1. SCRUB W/ STIFF BRUSH

2. AIR BLAST EXPOSED AREA

GENERAL NOTES

1. COVER TO MATCH EXISTING DIMENSION

2. REFER TO S-0 FOR CONDITIONS OF DAMAGED

AREAS

3. REFER TO SPECIFICATIONS FOR ADDITIONAL

INFORMATION ON CORROSIVE INHIBITOR

3. INTENTIONALLY ROUGHEN THE EXPOSED SURFACE TO A DEPTH OF 1/8"

4. APPLY MORTAR WITH A 28 DAY STRENGTH OF 5,000 psi

5. APPLY CURING COMPOUND

6. AFTER MORTAR CURES 100%, APPLY CORROSIVE RESISTANCE SPRAY

REMOVAL OF EFFLORESCENCE

6 OVER CONCRETE EXPOSED AREA

8-9 SCALE: 11/'l'-1'--0"

Drawing Title

SECTIONS

AND DETAILS

Project Title

STRUCTURAL REPAIRS TO

CONCRETE FLOOR DECK

Project Number

590-19-102 Building Number

137A

NOTE: THIS DRAWING IS DESIGNED TO

BE PRINTED IN COLOR; BLACK & WHITE

REPRODUCTION MAY NOT CONVEY

COMPLETE /ACCURATE INFORMATION.

100% SUBMITTAL

Office of Construction and Facilities Management

Department of Veterans Affairs

A

B

C

D