W912QR22R0028_CUI_CF_Plans-0003.pdf

Controlled by: USACE-LRL-ED-MA CUI Category(ies):

LDC or Distribution Statement: N/A POC: Blake Gevedon Contracting Specialist william.b.gevedon@usace.army.mi 502.315.6791

Materials shall be submitted to potential offerors currently certified in the Joint Certification Program (JCP) only.

LS SEQUENCING KEY:

AREA OF WORK: ONCE SPRINKLERED THROUGHOUT, THE AREA OF

WORK DOES NOT REQUIRE RATED SEPARATION FROM OCCUPIED

AREA

1-HOUR FIRE RATED

AREA EXCEEDING COMMON PATH AND/OR TRAVEL DISTANCES.

REQUIRING ADDITIONAL EXIT SIGNAGE - REFER TO KEYED NOTE

2-HOUR FIRE RATED

POLYETHYLENE DUST BARRIER

DEMOLITION OF EXISTING BUILDING ELEMENTS AS DEPICTED IN SET

OCCUPIED AREA (FULLY SPRINKLED)

AREA OF FOCUS FOR LIFE SAFETY SEQUENCE W ORK

X

Y EXIT CAPACITY (MAXIMUM OCCUPANTS)

OCCUPANT LOAD

EXIT

EGRESS COMPONENT DESIGNATION

EXITING PROTECTED ENCLOSURE, MAINTAIN A FREE AND

UNOBSTRUCTED PATH (FULLY SPRINKLED)

BUILDING B10266 - NOT IN CONTRACT ENTRAPMENT AREA AND BUILDING B10262

(UNLESS OTHERWISE NOTED)

1 HOUR FIRE RATED

BARRIER MUST BE IN

PLACE UNTIL SUCH TIME

THAT THE ENTIRE

BUILDING IS EQUIPPED

WITH AN AUTOMATIC

SPRINKLER SYSTEM, IN

ACCORDANCE WITH UFC

3-600-01 SECTION 9-7.4

TRAVEL DISTANCE AND COMMON PATH LEGEND

0' * IMPROVED AT THE END OF PHASE 1

0' ** DEGRADED AT THE END OF PHASE 1

0' *** NON-COMPLIANT EXISTING CONDITION TO REMAIN

COMMON PATH (CP) OF

TRAVEL END POINT SYMBOL

TRAVEL PATH END POINT

TRAVEL PATH START POINT

AND WAY POINTS

TRAVEL DISTANCE (FEET) AND

COMMON PATH DISTANCE (FEET)

ASTERISK (REFER TO DESCRIPTION ABOVE)

TD 100'-0"

1. LIFE SAFETY SEQUENCING PLANS DEPICT PROTECTED EXIT ROUTE

THROUGHOUT AREA(S) OF WORK.

2. DOORS IN CONSTRUCTION BARRER MUST HAVE CLOSER AND LATCH OR BE IN-

FILLED WITH NEW PARTITION AS NOTED THAT MEETS OR EXCEEDS 1 HOUR FIRE

RATING.

3. SHADED AREA IS NOT UNDER CURRENT CONSTRUCTION PHASE UNLESS

OTHERWISE NOTED.

4. WORK TO BE PERFORMED IN THE SHADED AREAS MUST BE COORDINATED WITH

COR FOUR WEEKS PRIOR TO MINIMIZE MISSION IMPACT.

5. EXITING PROTECTED ENCLOSURE MAY BE REMOVED AT SUCH TIME THAT THE

ENTIRE AREA IS FULLY PROTECTED WITH AN AUTOMATIC SPRINKLER SYSTEM, IN

ACCORDANCE WITH UFC 3-600-01.

6. COORDINATE CONSTRUCTION ACCESS DOORS FROM PROTECTIVE

ENCLOSURES IN ORDER TO ACCESS CONSTRUCTION ZONES IN PHASE 1.

GENERAL NOTES - LS SEQUENCINGKEYED NOTES - LS SEQUENCING#

ENTRAPMENT AREA AND BUILDING B10262

STAIR 6

STAIR 40002

STAIR 2

A3 G101

STAIR 7

STAIR 8

A3 G101

036046

AREA ADDED TO

CONTRACTOR SCOPE OF

WORK - LS SEQUENCE 5 OF 5.

AREA ADDED TO

CONTRACTOR SCOPE OF

WORK - LS SEQUENCE 5 OF 5.

TD 241' - 1"

EXIT 6.0B*

TD 256' - 0"

EXIT 6.0B*

TD 237' - 8"

EXIT 15.0B**

TD 188' - 0"

EXIT 10.0B

TD 288' - 0"

EXIT 10.1B***

TD 301' - 0"

EXIT 10.3B***

TD 303' - 0"

EXIT 5.0B*

TD 337' - 0"

EXIT 5.1B*

TD 245' - 0"

EXIT 5.2B*

TD 383' - 0"

EXIT 6.0B*

CP 63' - 0"

EXIT 10.2B

CP 52' - 0"

EXIT 5.0B

CP 55' - 0"

EXIT 6.0B

TD 384' - 9"

EXIT 6.2B*

STAIR 18

STAIR 17

STAIR 16

STAIR 3

STAIR 5

STAIR 1

TD 168' - 4"

EXIT 5.0B

EXIT 10B

EXIT 6

EXIT 5

EXIT 15B

TD 169' - 0"

EXIT 10.2B

BUILDING B10262:

EXISTING FIRST FLOOR OCCUPANCY: 1,132

AVAILABLE EGRESS: 1,714

NOTE:

PLAN REPRESENTS CONDITION DURING

CONSTRUCTION.

NOTE:

REFER TO LS100B.1 AND LS100B.2 FOR

FINAL OCCUPANCY LOADS AND EGRESS

CAPACITY.

BUILDING B10266:

EXISTING FIRST FLOOR OCCUPANCY: 747

AVAILABLE EGRESS: 1,214

US Army Corps of Engineers ®

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B10262 PHASE 1 - CERTIFIED FINAL

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0 32'16' 64'

G009

1/32" = 1'-0"A1 FIRST FLOOR OVERALL LIFE SAFETY PLAN - SEQUENCE 5 OF 5

035 1 HOUR FIRE RATED PROTECTIVE ENCLOSURE MUST BE IN PLACE UNTIL SUCH

TIME THAT THE ENTIRE BUILDING IS EQUIPPED WITH AN AUTOMATIC SPRINKLER,

IN ACCORDANCE WITH UFC 3-600-01 SECTION 9-7.4

036 7'-0" WIDE (MINIMUM) EGRESS PATH

038 UPON COMPLETION OF EXIT 15B, IF BUILDING B10262 IS NOT FULLY EQUIPPED

WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH UFC 3-600-01

SECTION 9-7.4, THEN A 1 HOUR FIRE RATED PROTECTIVE ENCLOSURE MUST BE

IN PLACE

046 PHASING OF STAIR CONFIGURATION/CONSTRUCTION MUST BE SUBMITTED AND

REVIEWED BY COR. OCCUPANTS OF THE BUILDING MUST REMAIN IN A

PROTECTIVE ENVIRONMENT AND HAVE UNOBSTRUCTED ACCESS TO THE PUBLIC

WAY

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ARIMS: 200A Disposition: Maintain for 15 yrs after construction

1. ALL MATERIALS AND CONSTRUCTION SHALL CONFORM TO AFCEC SPECIFICATIONS AND PLANS EXCEPT

AS NOTED HEREIN AND APPROVED BY THE CONTRACTING OFFICER (C.O.).

2. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL PUBLIC AND PRIVATE UTILITIES IN THE CONSTRUCTION OF THIS PROJECT. ALL MANHOLES, CLEANOUTS, VALVE BOXES, FIRE HYDRANTS ETC. MUST BE ADJUSTED TO PROPER LINE AND GRADE BY THE CONTRACTOR PRIOR TO AND AFTER

PLACING OF PERMANENT PAVING AND/OR ESTABLISHING FINISHED GRADE IN EARTHEN AREAS.

UTILITIES MUST BE MAINTAINED TO PROPER LINE AND GRADE DURING CONSTRUCTION OF THE PAVING

FOR THIS PROJECT.

3. CONTRACTOR TO FIELD VERIFY ELEVATION OF EXISTING PAVEMENT AND LANDSCAPE AREAS PRIOR TO

CONSTRUCTION AND NOTIFY ENGINEER AND C.O. OF DISCREPANCIES IN FIELD CONDITIONS.

4. PRIOR TO PLACING ANY FILL MATERIAL, ALL EXISTING SURFACES, VEGETATION, LOOSE FILL AND DEBRIS

SHOULD BE REMOVED TO A MINIMUM DEPTH OF 4". ALL EXPOSED SURFACES SHOULD THEN BE

SCARIFIED, WATERED AS REQUIRED AND RE-COMPACTED ACCORDING TO EARTHWORK

SPECIFICATIONS.

5. ALL GRADES AND CONTOURS SHOWN ARE TOP OF FINISH SURFACE ELEVATIONS, UNLESS OTHERWISE

NOTED.

6. POSITIVE DRAINAGE SHALL BE MAINTAINED ON ALL SURFACES WITHIN THE SCOPE OF THE PROJECT.

DRAINAGE SHALL BE DIRECTED AWAY FROM ALL BUILDING FOUNDATIONS. CONTRACTOR TO TAKE PRECAUTIONS NOT TO ALLOW ANY PONDING OF WATER. CONTRACTOR SHALL IMMEDIATELY NOTIFY

ENGINEER OF ANY AREAS WHERE PONDING BECOMES AN ISSUE.

7. CONTRACTOR TO OBTAIN GRADES WITHIN ±FOUR-HUNDREDTHS (0.04) FOOT.

8. CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING TO ITS ORIGINAL OR BETTER CONDITIONS ANY

DAMAGE DONE TO EXISTING BUILDINGS, UTILITIES, FENCES, PAVEMENTS, CURBS OR DRIVEWAYS.

9. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE C.O. OF ANY QUESTIONS THAT MAY ARISE CONCERNING

THE INTENT, PLACEMENT, OR LIMITS OF DIMENSIONS OR GRADES NECESSARY FOR CONSTRUCTION OF

THE PROJECT.

10. CONTRACTOR SHALL GRADE AREAS ADJACENT TO THE EXISTING CHANNELS TO MATCH EXISTING SITE

GRADES BASED ON MAXIMUM SLOPES OF 4:1 UNLESS OTHERWISE NOTED.

11. ALL EXCAVATION IS UNCLASSIFIED.

12. SITE AREAS REQUIRING FILL PLACEMENT SHALL BE SCARIFIED AND MOISTURE ACTIVATED TO WITHIN

±3% OF OPTIMUM MOISTURE CONTENT. COMPACT SUBGRADE TO 95% MAXIMUM DRY DENSITY, OR AS

INDICATED BY THE GEOTECHNICAL REPORT.

13. EXISTING AND PROPOSED GRADE CONTOURS ARE SHOWN AT ONE FOOT (1.0 FT) INTERVALS.

14. ACCESSIBLE ROUTES AND PATHWAYS SHALL CONFORM TO ADA STANDARDS FOR ACCESSIBLE DESIGN, LATEST EDITION. PATHWAY/SIDEWALK SHALL MEET MAXIMUM 2% CROSS SLOPE AND MAXIMUM 5%

RUNNING SLOPE REQUIREMENTS.

15. ALL DISTURBED AREAS SHALL BE HYDRO-MULCHED AND WATERED FOR TWO WEEKS UNTIL GRASS IS

ESTABLISHED.

16. ALL SURPLUS SOIL FROM EXCAVATIONS SHALL BE DISPOSED OF OFF SITE.

17. SILT FENCING AND/OR TEMPORARY BERMS SHALL BE INSTALLED PRIOR TO START OF CONSTRUCTION.

18. TEMPORARY SWALES AND DE-SILTING BASINS WILL BE PLACED WHERE NECESSARY IN ORDER TO

CONVEY STORMWATER RUN-OFF.

19. BECAUSE THIS PROJECT LIES WITHIN THE HUFFMAN DAM RETARDING BASIN; A STORAGE

COMPENSATION AGREEMENT MUST BE PREPARED BY THE CONTRACTOR FOR APPROVAL BY WPAFB

AND THE MIAMI CONSERVANCY DISTRICT (MCD) FOR ALL SOILS IMPORTED, EXPORTED OR STOCKPILED.

SEE EARTHWORK SPECIFICATION 31 00 00.00 06 AND THE STORAGE COMPENSATION AGREEMENT

ATTACHMENT.

1. CONTRACTOR TO INSTALL TEMPORARY TAB STRIPING FOR 30 CALENDAR DAYS TO ALLOW FOR

PROPER ASPHALT CURE TIME.

2. TEMPORARY TAB STRIPING SHOULD BE PLACED NO SOONER THAN 3 CALENDAR DAYS AFTER THE

PLACEMENT OF ASPHALT.

3. MAINTAIN ALIGNMENT TRAFFIC CONTROL DEVICES AND OPERATION UNTIL MARKINGS ARE

INSTALLED.

4. ALL MARKING MUST BE VISIBLE FROM A DISTANCE OF AT LEAST 300 FEET IN DAYLIGHT CONDITIONS

AND FROM A DISTANCE OF AT LEAST 160 FEET IN NIGHTTIME CONDITIONS, ILLUMINATED BY

LOW-BEAM HEADLIGHT.

5. CONTRACTOR SHALL REFERENCE SDDCTEA PAMPHLET 55-17 FOR PAVEMENT MARKINGS AND UFGS

FOR COMPLETE REGULATIONS.

Base Civil Engineering POC for Anti-Terrorism/Force Protection (AT/FP):

Mr. Mike Wethington, 88 CEG/CENPD, 656—3579

Base Civil Engineering/88 CEG:

Mike Baumann, Senior Leader, Oversight, 937-257-6208, michael.bauman@wpafb.af.mil Robert Blevins, project Execution Section Chief, Engineering Division, 937-257-2764, robert.blevins@us.af.mil Randy Brown (DCIC) (primary) Scott Michaelson (alternate)

Architectural Review Committee (ARC):

Mr. Amir Mott, 88 CEG/CENMP, 937-257-6214, amir.mott@us.af.mil MICHAEL SAPP, 88 CEG/CEN, 937-904-1235, michael.sapp.8@us.af.mil Chris Pleiman, 88 CEG/CEN, 937-904-1164, christopher.pleiman.1@us.af.mil

Base Communications:

Ms. Kathy Fletcher, 88 CG/SCXP, 255-0681 Chris Dunham, Comm PM Supervisor, 937-257-2548, christopher.dunham.4@us.af.mil

Base Community Planners:

Mrs. Laura Wade, 88 CEG/CENPL, 904-3519 Mrs. JoLynn Anderson, 88 CEG/CENPL, 656-3382

Base Energy Management:

Mr. Michael Tibbs, 88 CEG/CENPE, 656-3394

Base Facility Standard Editor:

Ms. Christine Yankel, 88 CEG/CENMP, 656-3385

Base Safety:

Stew Balczone

Comprehensive Interior Design:

Ms. Sharion Harvin, 88 CEG/CENMP, 656-3390

Electric Utility Privatization:

Mr. Darryl Thomas, 88 CES/CEOER, 904-2201

Environmental Management:

Dr. Christina Powell, 88 CEG/CEIEA, 257-5527

Fire Prevention:

Mr. Jeffery Kitzmiller, 788 CES/CEXFP, 904-3158

Fire Protection Specialist – Alarm/Detection Systems:

Mr. Gary Stevens, 88 CEG/CENMP, 257-1509 Mr. Dan Sharp, 88 CEG/CENMP, 656-3593

Fire Protection Specialist – Sprinkler Systems:

Mr. Steve Grimes, 88 CEG/CENMP, 656-3562

Historic Preservation:

Mr. Paul Woodruff, 88 CEG/CEIEA, 257-1374

Industrial Control Systems (ICS):

Mr. David Vaughn, 88 CES/CEOIC, 904-2431 (primary) Mr. Michael Labar, 88 CES/CEOIC, 656 -0360 (Alternate)

Information Protection – Physical Security (Classified Facility Construction):

Mr. William Speakman, 88 ABW/IPI, 255-4756 Mr. Thomas Pavlick, 88 ABW/IPI, 255-4890

Mechanical HVAC & Plumbing Engineer:

Keith Bishop, Plumbing, 937-257-1928, keith.bishop.6@us.af.mil Kevin Haas, 937-257-1928, kevin.haas@us.af.mil

Mechanical Infrastructure Engineer:

Mr. Jesse Poorman, 88 CES/CEOER, 656-3028

Pavement/Airfield Pavement Engineer:

Mr.Jari Ulmer, 88 CEG/CENMP, 257-8941

Record Drawings:

Mr. Michael Louis, 88 CEG/CENME, 656-3410

Structural Engineer:

Mr. Victor Erewele, 88 CEG/CENMP, 656-3455

Traffic Engineer:

Mr. Brady Klein, 88 CEG/CENMP, 937-904-0199

Water/Sanitary/Waste Treatment Engineer:

Mr. Joe Piechota, 88 CEG/CENMP, 904-1183

USACE Louisville District Kevin Jefferson, Chief Construction, 502-315-6115, kevin.r.jefferson@usace.army.mil Greg Moore, Project Manager, 502-315-6902 , 502-381-6061, gregory.f.moore@usace.army.mil Linda Myrphy, Louisville DDE, 502-315-6104, Linda.R.Murphy@usace.army.mil Michael Hutchens, Contracting Lead, 502-315-6180, michael.d.hutchens@usace.army.mil John Hearn, Lead Construction Rep, 937-656-6463, john.p.hearn@usace.army.mil Kelly Hecht, Project Engineer, 937-656-9127, kelly.e.hecht@usace.army.mil

AFCEC

Thomas Hodges Design & Construction Branch Chief, 210-395-8520, thomas.hodges@us.af.mil Steve Frahm, Program Manager,210-395-8273, stephen.frahm@us.af.mil

HQ AFMC

Robert Gingell. PMO Chief, 937-503-3183, robert.gingell@us.af.mil

AES OHIO

Mark Edsall Mark.Edsall@AES.com

AMERICAN WATER

Cory Kinnison, 937-371-9648, cory.kinnison@amwater.COM Randy Fries, 937-623-9786, randolph.fries@amwater.com

VECTREN GAS

Brenton Balsbaugh, 765-939-4608, brenton.balsbaugh@centerpointenergy.com Robert A. Robinson, 937-271-7125, robertarobinson@centerpointenergy.com

1. NO ASBESTOS-CONTAINING MATERIAL SHALL BE INSTALLED DURING THIS PROJECT.

2. SOIL DISTURBANCE DURING THIS PROJECT, INCLUDING EQUIPMENT STAGING AREAS, WILL REQUIRE EROSION CONTROL

MEASURES. FOR PROJECTS THAT DISTURB LESS THAN AN ACRE OF SOIL, AN EROSION CONTROL PLAN IS REQUIRED PRIOR TO SOIL DISTURBANCE. FOR PROJECTS THAT DISTURB MORE THAN AN ACRE, A NOTICE OF INTENT (NOI) MUST BE APPROVED BY THE OHIO EPA PRIOR TO ANY SOIL BEING DISTURBED AS WELL AS A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) APPROVED BY 88 CEG/CEIEA. PLEASE CONTACT THE 88 CEG/CEIEA WATR PM MIKE VAUGHN, (937- 257-8028 OR

MICHAEL.VAUGHN.3@US.AF.MIL ) FOR ADDITIONAL INFORMATION.

3. THE GENERATION OF FUGITIVE EMISSIONS MUST BE KEPT TO A MINIMUM USING APPROVED DUST SUPPRESSING METHODS SUCH AS WATER SPRAYS ON AREAS OF HIGH DUST GENERATION. FOR ADDITIONAL INFORMATION PLEASE CONTACT THE 88 CEG/CEIEA AIR PM MR. CHET POWERS. CHET CAN BE REACHED AT 937-257-3349 OR BY EMAIL AT CHET.POWERS@US.AF.MIL

4. REMOVE AND DISPOSE OF ANY ASBESTOS CONTAINING MATERIAL IN ACCORDANCE WITH WPAFB SPECIFICATION SECTION 01 35 43.

5. ALL WINDOW AND DOOR FRAME CAULKING AND GLAZING WILL BE TREATED AS CONTAINING ASBESTOS UNLESS TESTING PROVES IT

TO BE ASBESTOS FREE.

6. DEMOLITION OF LOAD-BEARING WALLS OR STRUCTURALCOMPONENTS REQUIRE NOTIFICATION OF DEMOLITION AND RENOVATION TO THE REGIONAL AIR POLLUTION AND CONTROL AGENCY (RAPCA) A MINIMUM OF 10 WORK DAYS PRIOR TO

BEGINNING CONSTRUCTION.

7. RECOVER AND RECLAIM ANY REFRIGERANT IN ACCORDANCE WITH WPAFB SPECIFICATION SECTION 02 41 00.

8. IF ANY REFRIGERANT-CONTAINING EQUIPMENT SCHEDULED FOR NEW INSTALLATION, INCLUDING WATER COOLERS, THEY

MUST UTILIZE AN HFC REFRIGERANT. CFC AND HCFC REFRIGERANTS ARE NOT AUTHORIZED FOR NEW EQUIPMENT INSTALLATIONS. FOR ADDITIONAL INFORMATION PLEASE CONTACT THE 88 CEG/CEIEA AIR PM CHET POWERS. CHET CAN BE

REACHED AT 937-257-3349 OR BY EMAIL AT CHET.POWERS@US.AF.MIL.

9. ALL HAZARDOUS MATERIALS MUST BE PROPERLY MANAGED, LABELED AND STORED. ANY HAZARDOUS WASTE GENERATED FROM THIS CONSTRUCTION ACTIVITY MUST BE PROPERLY CHARACTERIZED, LABELED AND MANAGED BY TRAINED EMPLOYEE OF THE CONTRACTOR WITH KNOWLEDGE OF THE ACTIVITY / PROCESS WHERE THE WASTE WAS GENERATED.

ALL HAZARDOUS WASTE WILL BE TURNED OVER TO THE GOV'T FOR DISPOSAL. IN ADDITION PROPER COORDINATION IS NEEDED WITH 88 CEG/CEIEC. QUESTIONS CONCERNING THE REQUIREMENTS FOR STORAGE AND DISPOSAL OF ANY

HAZARDOUS MATERIALS CAN BE ADDRESSED BY THE 88 CEG/CEIEC HAZARDOUS MATERIALS PM,

KAREN.BEASON@US.AF.MIL OR BY PHONE AT 937-257-5899 OR 88 CEG/CEIEC HAZARDOUS WASTE PM, EMILY EDREI (937-257-

0023 OR EMILY.ERDEI@US.AF.MIL).

10. ANY LEAD CONTAINING PAINT CONTROL MEASURES SHALL BE PERFORMED IN ACCORDANCE WITH WPAFB SPECIFICATION

SECTION 01 35 43.

11. ALL METAL AND WIRING SHALL BE RECYCLED AT THE WPAFB BASE RECYCLING CENTER. THE WPAFB RECYCLING CENTER IS AVAILABLE FOR CONTRACTOR USE TO REDUCE WASTE DISPOSAL. ALL RECYCLABLE METAL IS TO BE RECYCLED THROUGH THE BASE RECYCLING CENTER. ALL RECYCLING MUST BE ACCOMPLISHED IN ACCORDANCE WITH WPAFB SPECIFICATION SECTION 01 35 43. CONTACT WPAFB RECYCLING PROGRAM MANAGER AT 937-257-5060 TO CONFIRM WHAT MATERIALS ARE RECYCLABLE AND TO COORDINATE TURN-IN. THE CONTRACTOR SHALL SUBMIT A QUARTERLY SUMMARY REPORT TO THE GOVERNMENT CONTRACT REPRESENTATIVE IAW WPAFB SPECIFICATION SECTION 01 35 43 STATING (1) THE COST TO RECYCLE AND THE TONNAGE OF CONSTRUCTION AND DEMOLITION MATERIALS RECYCLED, (2) THE COST TO DIVERT/REUSE THE TONNAGE OF CONSTRUCTION AND DEMOLITION MATERIALS DIVERTED/REUSE, (3) THE COST TO MULCH AND THE TONNAGE AND COST OF CONSTRUCTION AND DEMOLITION MATERIALS MULCHED, (4) THE COST FOR WASTE-TO-ENERGY AND THE TONNAGE OF CONSTRUCTION AND DEMOLITION MATERIALS CONVERTED FROM WASTE-TO-ENERGY, (5) THE COST TO LANDFILL AND THE TONNAGE OF CONSTRUCTION AND DEMOLITION MATERIALS LAND-FILLED, (6) THE COST TO INCINERATE AND THE TONNAGE OF CONSTRUCTION AND DEMOLITION MATERIALS INCINERATED, AND (7) EXPLANATION OF THE DIVERSION RATE IF LESS THAN 60%. THE QUARTERLY SUMMARY REPORTS SHALL BE RECEIVED ON APRIL 7, JULY 7, OCTOBER 7, AND JANUARY 7 COVERING THE THREE MONTHS PRIOR. THE QUARTERLY SUMMARY REPORTS SHALL BE ON THE WPAFB DIVERSION FORM. FOR ADDITIONAL INFORMATION CONTACT THE RECYCLING PM, DAVE DALTON, AT

937-257-5060 OR DAVID.DALTON.2@US.AF.MIL.

12. TURN-IN ALL MERCURY CONTAINING DEVICES, SWITCHES AND THERMOSTATS TO 88 CEG/CEIE IN ACCORDANCE WITH

WPAFB SPECIFICATION SECTION 01 35 43 FOR RECYCLING.

13. TURN-IN ALL PCB CONTAINING LIGHT BALLAST TO 88 CEG/CEIE IN ACCORDANCE WITH WPAFB SPECIFICATION SECTION 01 35 43.

14. 30 DAYS PRIOR TO START OF WORK, THE CONTRACTOR SHALL TAKE A REPRESENTATIVE SAMPLE OF THE HVAC SYSTEM WATER TO DETERMINE WHETHER IT CAN BE DRAINED DIRECTLY INTO THE SANITARY SEWER. ANALYZE THE WATER TO DETERMINE THE TOTAL LEVEL OF EACH OF THE FOLLOWING: CADMIUM, CHROMIUM, COPPER, CYANIDE, LEAD, MERCURY, MOLYBDENUM, NICKEL, SILVER, ZINC, SULFIDE, OIL AND GREASE. THE LAB PERFORMING THE ANALYSES MUST BE CERTIFIED BY OHIO EPA TO ANALYZE FOR THESE PARAMETERS. PROVIDE A COPY OF THE LAB'S REPORT TO THE CONTRACTING OFFICER, WHO WILL IN TURN FORWARD IT TO 88 CEG/CEIEA FOR A DETERMINATION ON THE WASTEWATER

DISPOSAL METHOD.

15. COORDINATE DISPOSITION OF EXCESS RADIOACTIVE COMMODITIES, E.G. IONIZATION TYPE SMOKE DETECTORS, RADIOLUMINESCENT EMERGENCY EXIT SIGNS, OR ANY OTHER RADIOACTIVE COMMODITY AND/OR RADIOACTIVE

CONTAMINANT THROUGH THE INSTALLATION RADIATION SAFETY OFFICER, 88 AMDS/SGPB.

16. IF ANY SANITARY SEWER MAINS ARE BEING EXTENDED, UPSIZED OR NEW MAINS ARE BEING INSTALLED A PERMIT TO INSTALL (PTI) MAY BE REQUIRED FROM THE OHIO EPA PRIOR TO BEGINNING MAIN INSTALLATION. THE CONSTRUCTION CONTRACTOR SHALL PREPARE AND SUBMIT A DRAFT PTI PACKAGE TO THE CONTRACTING OFFICER'S REPRESENTATIVE, INCLUDING A CHECK FOR ANY APPLICABLE OHIO EPA FEES, FOR REVIEW AND PROCESSING BY ENVIRONMENTAL MANAGEMENT, 88 CEG/CEIEA. ENVIRONMENTAL MANAGEMENT SHALL ENDORSE THE PACKAGE AS THE UTILITY OWNER AND SHALL SUBMIT IT TO OHIO EPA. PLEASE CONTACT THE 88 CEG/CEIEA WATER PM, MIKE VAUGHN, (937-257-8028 OR

MICHAEL.VAUGHN.3@US.AF.MIL).

17. NO TREE CUTTING BETWEEN 01 APRIL AND 30 SEPTEMBER W/ OUT THE WRITTEN APPROVAL FROM THE 88 CEG/CEIEA NATURAL RESOURCE PROGRAM MANAGER (NR PM). SUBMIT A LIST OF THE TREES TO BE REMOVED AND REPLACED. THREE TREES SHALL BE REPLACED FOR EVERY ONE TREE REMOVED. THE GENERAL 10-20-30 DIVERSITY RULE SHALL BE FOLLOWED WHEN PLANTING TREES. ONLY PLANTS/TREES ON THE APPROVED PLANTING LIST CAN BE PLANTED AND MUST BE OHIO NATIVES. CONTACT NATURAL RESOURCE PM DARRYN WARNER BY EMAIL AT DARRYN.WARNER@US.AF.MIL OR BY PHONE AT

937-257-4857 FOR ADDITIONAL INFORMATION.

ENVIRONMENTAL NOTES GRADING NOTES PROJECT CONTACTS

STRIPING NOTES

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(B

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B262 PHASE 1

B10262 PHASE 1 - CERTIFIED FINAL

JA

C

O

BS

E N

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IN

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IN

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G R

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N D

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AZ

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AM

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C-001

1 1

W

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F_ Pl an s-

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B

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18 19 20 21 22 23 24 2522E 23E

M

AT

C H

LI

N

E

A1

AD

4C

MATCHLINE

A1 AD102C

FOR PROTOCOL OF

STAIR 6 - REFER TO

LS002 AND ENLARGED

STAIR PLAN

10' - 3"

VIF

6' - 2"

CB

CB

CB

CB

CB

415446 415

CONTINUED ON AD102C

421 409

409409409

EXISTING BUILDING B10263 -

REFER TO AD401 AND AD402

EXISTING BUILDING B10264 -

REFER TO AD401 AND AD402

CB

446446 305

446305

2 1/2" 12' - 0 1/2"

7'

/2

CB

4 CB

CB

CB

9' - 6 3/4"

CB

543543

C2213 C2214

C2208

C2211

C

PROTECT EXISTING

PARTITION AND

DOOR IN PLACE

C2221

1' - 2" 1' - 2"

2'

1/

2" 3'

1/ 2"

C

CB

1/

2"

KEYED NOTES - DEMOLITION#

DEMOLITION LEGEND

REMOVE WALL / PARTITION

REMOVE DOOR

REMOVE DOORS

CONSTRUCTION BARRIER - REFER TO A704 FOR ADDITIONAL

INFORMATION

SHADED AREA IS NOT UNDER CURRENT CONSTRUCTION PHASE

UNLESS OTHERWISE NOTED - W ORK TO BE PERFORMED IN THE

SHADED AREAS MUST BE COORDINATED WITH COR FOUR WEEKS

PRIOR TO MINIMIZE MISSION IMPACT

NOTE:

AVAILABLE HAUL ROUTES FOR MOVEMENT OF CONSTRUCTION

MATERIALS AND REMOVAL OF DEBRIS ARE INDICATED ON THE

OVERALL DEMOLITION PLANS. HAUL ROUTE THROUGH AFMC

OCCUPIED/USED SPACES MUST OCCUR AT TIMES WHEN AFMC STAFF

IS NOT OCCUPYING THE BUILDING AND HAUL ROUTE MUST BE

CLEANED AT THE COMPLETION OF WORK FOR EACH SHIFT. NO

DEBRIS WILL BE ALLOWED IN HAUL ROUTES NOR A BUILD-UP OF DUST

OR OTHER CONSTRUCTION RELATED CONTAMINATES.

NOTE:

THIS LOCATION MAY BE USED FOR MATERIAL

HANDLING INTO AND CONSTRUCTION DEBRIS

REMOVAL FROM FLOOR DURING TIMES WHEN

AFMC STAFF IS NOT OCCUPYING THE

BUILDING AND PRIOR TO CONSTRUCTION OF

NEW EXTERIOR EGRESS STAIR. OPENING

MUST BE MADE WEATHERTIGHT AND

INSULATED AND SECURED SAFE AT TIMES

WHEN AFMC STAFF OCCUPIES THE BUILDING

NOTE:

THIS LOCATION MAY BE USED FOR MATERIAL

HANDLING INTO AND CONSTRUCTION DEBRIS

REMOVAL FROM FLOOR DURING TIMES WHEN

AFMC STAFF IS NOT OCCUPYING THE

BUILDING AND PRIOR TO CONSTRUCTION OF

NEW EXTERIOR EGRESS STAIR. OPENING

MUST BE MADE WEATHERTIGHT AND

INSULATED

NOTE:

DOORS MUST MAINTAIN INTEGRITY OF FIRE

RATED STAIRWELL AND UNINTERRUPTED USE

OF STAIR FOR EGRESS UNTILL SUCH TIME AS

STAIR 6 IS CLOSED FOR RECONSTRUCTION.

REFER TO LIFE SAFETY SEQUENCE SHEETS

G100A.2 - G100C.4

NOTE:

STAIRWELL IS NOT AVAILABLE FOR

CONSTRUCTION ACCESS OTHER THAN WORK

IN STAIRWELL

KEY PLAN

N

US Army Corps of Engineers ®

SHEET ID

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

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R

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AC

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N O

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IT

AT

IO

N N

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1 2 3 4 5

D

C

B

A

8'4' 16'

CUI

CUI

C U

I

W R

IG

H

T-

PA

TT

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N

A

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F O

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BA

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D

AY

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N , O

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C

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(B

2)

P H

AS

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B262 PHASE

P2 N

O

D

AT

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AR

K

D

ES

C R

IP

TI

O N

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B

EN

SO

N

AD101C

AR

EA

D

EM

O

LI

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O

N F

LO

O

R P

LA

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VI

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D

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E, K

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KY

JA

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BS

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IN

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G R

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H

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H

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N D

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PL

AZ

A

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SU

IT

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C

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BE

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B10262 PHASE 1 - CERTIFIED FINAL

SE

C

O N

D F

LO

O

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AR

EA

PH

AS

E

AR

C

H

IT

EC

TU

R

AL

D

EM

O

LI

TI

O

N

1/8" = 1'-0"A1 SECOND FLOOR DEMOLITION PLAN - AREA 1

214 PROVIDE AND MAINTAIN AFMC STAFF EGRESS EXCEPT AS OTHERWISE NOTED.

REFER TO LIFE SAFETY PLANS

305 CONSTRUCTION BARRIER MUST BE DISMANTLED ONCE CUTTING OF SLAB

OPENINGS HAS BEEN COMPLETED AND 2 HOUR SHAFT WALLS ARE INSTALLED.

COORDINATE REMOVAL OF TEMPORARY, RATED CONSTRUCTION BARRIER WITH

NEW WORK IN PHASE 1

409 REMOVE PLUMBING FIXTURES AND STALLS - TYPICAL. PATCH OPENINGS IN

FLOOR - REFER TO D1/A534

415 REMOVE CONCRETE SLAB AS REQUIRED FOR MECHANICAL SHAFT - REFER TO

STRUCTURAL AND MECHANICAL TO COORDINATE OPENING SIZE

421 REMOVE CASEWORK / COUNTERTOPS

446 CONSTRUCTION BARRIER LOCATIONS SHOWN MUST BE COORDINATED WITH

COR PRIOR TO ERECTION

543 CONSTRUCTION ACCESS DOOR(S)

908 REMOVE EXISTING PIPING AND CLEANOUTS. PATCH FLOORS TO REMAIN - REFER

TO D1 AND C1 ON A534

999 REPLACE EXISTING DOOR(S) AND FRAME AND PROVIDE NEW DOOR(S) AND

FRAME FOR CONSTRUCTION ACCESS. DOOR(S) WITH CLOSER. PATCH CMU AT

DOOR OPENING TO PROVIDE A SMOOTH, CONTINUOUS SURFACE AT THE DOOR

OPENING.

AD100C

AM

EN

D

M

EN

T 0 0

D

EC

W

2Q R

R

_C U

I_ C

F_ Pl an s-

T

S

R

Q

P

O

N

M 18 19 20 21 22 23 24 2522E 23E

MATCHLINE

A1 AD102C

M

AT

C H

LI

N

E

A1

AD

6C

409409 421

421421 409

CONTINUED ON AD102C

CB

CB

CB

CB

7' - 1 1/4"

446446 305

2 1/2" 12' - 0 1/2"

1/

4"

/4

CB

CB

CB

CB

446446

C2212

C2218

C2209

C

7'

3/

4"

C2 A519

C2228

KEYED NOTES - DEMOLITION#

DEMOLITION LEGEND

REMOVE WALL / PARTITION

REMOVE DOOR

REMOVE DOORS

CONSTRUCTION BARRIER - REFER TO A704 FOR ADDITIONAL

INFORMATION

SHADED AREA IS NOT UNDER CURRENT CONSTRUCTION PHASE

UNLESS OTHERWISE NOTED - W ORK TO BE PERFORMED IN THE

SHADED AREAS MUST BE COORDINATED WITH COR FOUR WEEKS

PRIOR TO MINIMIZE MISSION IMPACT

NOTE:

AVAILABLE HAUL ROUTES FOR MOVEMENT OF CONSTRUCTION

MATERIALS AND REMOVAL OF DEBRIS ARE INDICATED ON THE

OVERALL DEMOLITION PLANS. HAUL ROUTE THROUGH AFMC

OCCUPIED/USED SPACES MUST OCCUR AT TIMES WHEN AFMC STAFF

IS NOT OCCUPYING THE BUILDING AND HAUL ROUTE MUST BE

CLEANED AT THE COMPLETION OF WORK FOR EACH SHIFT. NO

DEBRIS WILL BE ALLOWED IN HAUL ROUTES NOR A BUILD-UP OF DUST

OR OTHER CONSTRUCTION RELATED CONTAMINATES.

NOTE:

THIS LOCATION MAY BE USED FOR MATERIAL

HANDLING INTO AND CONSTRUCTION DEBRIS

REMOVAL FROM FLOOR DURING TIMES WHEN

AFMC STAFF IS NOT OCCUPYING THE

BUILDING AND PRIOR TO CONSTRUCTION OF

NEW EXTERIOR EGRESS STAIR. OPENING

MUST BE MADE WEATHERTIGHT AND

INSULATED AND SECURED SAFE AT TIMES

WHEN AFMC STAFF OCCUPIES THE BUILDING

NOTE:

THIS LOCATION MAY BE USED FOR MATERIAL

HANDLING INTO AND CONSTRUCTION DEBRIS

REMOVAL FROM FLOOR DURING TIMES WHEN

AFMC STAFF IS NOT OCCUPYING THE

BUILDING AND PRIOR TO CONSTRUCTION OF

NEW EXTERIOR EGRESS STAIR. OPENING

MUST BE MADE WEATHERTIGHT AND

INSULATED

A411

C1

A411

C3

A411

A1

A412

A1

NOTE:

DOORS MUST MAINTAIN INTEGRITY OF FIRE

RATED STAIRWELL AND UNINTERRUPTED USE

OF STAIR FOR EGRESS UNTILL SUCH TIME AS

STAIR 5 IS CLOSED FOR RECONSTRUCTION.

REFER TO LIFE SAFETY SEQUENCE SHEETS

G100A.2 - G100C.4

NOTE:

STAIRWELL IS NOT AVAILABLE FOR

CONSTRUCTION ACCESS OTHER THAN WORK

IN STAIRWELL

KEY PLAN

N

US Army Corps of Engineers ®

SHEET ID

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

D R

AW

N

B Y:

D

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IG

N

ED

B

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SU

BM

IT

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D B

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SI

ZE

C H

EC

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D B

Y:

AN

SI

D

IS

SU

E D

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E:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

1 2 3 4 5

D

C

B

A

8'4' 16'

CUI

CUI

C U

I

W R

IG

H

T-

PA

TT

ER

SO

N

A

IR

F O

R C

E

BA

SE

D

AY

TO

N , O

H

IO

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EP

AI

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/R

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A

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(B

2)

P H

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B262 PHASE

P2 N

O

D

AT

E M

AR

K

D

ES

C R

IP

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O N

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AD103C

AR

EA

D

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O

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O

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VI

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D

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KY

JA

C

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BS

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EE

R

IN

G

G R

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P

IN

C

H

IG

H

LA

N D

S

PL

AZ

A

D R

IV

E

SU

IT

E

ST

. L O

U

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, M O

R . M

ES

SE

L

P.

M

C

EL

V

EN

EY

J.

C

O R

SO

N

D

EC

EM

BE

R

B10262 PHASE 1 - CERTIFIED FINAL

SE

C

O N

D F

LO

O

R

AR

EA

PH

AS

E

AR

C

H

IT

EC

TU

R

AL

D

EM

O

LI

TI

O

N

1/8" = 1'-0"A1 SECOND FLOOR DEMOLITION PLAN - AREA 3

214 PROVIDE AND MAINTAIN AFMC STAFF EGRESS EXCEPT AS OTHERWISE NOTED.

REFER TO LIFE SAFETY PLANS

255 REMOVE RAIN WATER LEADER - FILL RESULTANT OPENING - REFER TO B3/A532

305 CONSTRUCTION BARRIER MUST BE DISMANTLED ONCE CUTTING OF SLAB

OPENINGS HAS BEEN COMPLETED AND 2 HOUR SHAFT WALLS ARE INSTALLED.

COORDINATE REMOVAL OF TEMPORARY, RATED CONSTRUCTION BARRIER WITH

NEW WORK IN PHASE 1

409 REMOVE PLUMBING FIXTURES AND STALLS - TYPICAL. PATCH OPENINGS IN

FLOOR - REFER TO D1/A534

415 REMOVE CONCRETE SLAB AS REQUIRED FOR MECHANICAL SHAFT - REFER TO

STRUCTURAL AND MECHANICAL TO COORDINATE OPENING SIZE

421 REMOVE CASEWORK / COUNTERTOPS

446 CONSTRUCTION BARRIER LOCATIONS SHOWN MUST BE COORDINATED WITH

COR PRIOR TO ERECTION

543 CONSTRUCTION ACCESS DOOR(S)

AD100C

AM

EN

D

M

EN

T 0 0

D

EC

W

2Q R

R

_C U

I_ C

F_ Pl an s-

E

D

C

B

A

18 19 20 21 22 23 24 2522E 23E

A414

A1

MATCHLINE

A1 A102A

M

AT

C H

LI

N

E

A1 A1

A

514514

514514

519519

519519

ELECTRICAL

STAIR 6

SW ITCH A TELCO

RACKS

A-SWITCH TELCO

RACKS

0266B

0006A

C0285

NOTES:

1. WORK IN A-SWITCH ROOM MUST BE COORDINATED

WITH EQUIPMENT OWNER AND COR. AFMC STAFF WILL

NEED FULL ACCESS TO THIS AREA DURING

CONSTRUCTION. PROVIDE CONTINUAL SAFE ACCESS

AND EGRESS FOR AFMC STAFF DURING PHASE 1

2. DEMOLITION/CONSTRUCTION WITHIN THE A-SWITCH

SPACE MUST HAVE DUST/DEBRIS MITIGATION.

INTRODUCTION OF CONSTRUCTION DUST WILL

DECREASE LIFE OF EQUIPMENT AND/OR CAUSE

CATASTROPHIC SYSTEM FAILURE . EXPECTED

CLEANLINESS OF 0.5 MICRONS PER CU3 MUST BE

MAINTAINED

3. PRIOR TO PENETRATION OR REMOVAL OF EXISTING

SPACE BOUNDARY, COORDINATION IS REQUIRED.

BREACHES THAT WILL NOT BE COMPLETED IN DUTY

DAY, WILL REQUIRE 24/7 STAFFING TO ENSURE

PERIMETER SECURITY. THIS SPACE HOUSES HIGH

VALUE MISSION DEPENDENT EQUIPMENT

UP

C0286

C0293

W HITE SPACE

W HITE SPACE

514514

KEYED NOTES - FLOOR PLAN#

LEGEND

SHADED AREA IS NOT UNDER CURRENT CONSTRUCTION

PHASE UNLESS OTHERWISE NOTED - WORK TO BE

PERFORMED IN THE SHADED AREAS MUST BE

COORDINATED WITH COR FOUR WEEKS PRIOR TO

MINIMIZE MISSION IMPACT

1. FOR THE LOCATION, CONSTRUCTION BARRIER PARTITION TYPES AND

CONSTRUCTION BARRIER DOOR TAGS - REFER TO AD100A - AD112C

2. PARTITIONS ARE TYPE "0H" UNLESS OTHERWISE NOTED.

3. EXISTING CONCRETE COLUMNS ON EXTERIOR WALLS WITH FURRING MUST

ALSO BE FURRED.

4. EXISTING CONCRETE COLUMNS ENGAGING PARTITIONS MUST BE FURRED

WITH A "0A" UNLESS OTHERWISE NOTED.

5. EXISTING CONCRETE COLUMNS FREE STANDING (NOT ENGAGING

PARTITIONS) MUST BE CLEANED, PATCHED, PRIMED AND PAINTED, UNLESS

OTHERWISE NOTED.

AREA OF CLIN 002 - MINOR CONSTRUCTION ADDITION

GENERAL NOTES

NOTE:

EXISTING CMU WALL PROVIDES 2 HOUR

SEPARATION. NEW NFPA 76 BOUNDARY

WILL BE EXPANDED WESTWARD IN

FUTURE PHASE.

KEY PLAN

N

US Army Corps of Engineers ®

SHEET ID

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

C H

EC

KE

D B

Y:

AN

SI

D

IS

SU

E D

AT

E:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

1 2 3 4 5

D

C

B

A

8'4' 16'

CUI

CUI

C U

I

W R

IG

H

T-

PA

TT

ER

SO

N

A

IR

F O

R C

E

BA

SE

D

AY

TO

N , O

H

IO

R

EP

AI

R

/R

EN

O

VA

TE

A

FM

C

H Q

B U

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D

IN

G

(B

2)

P H

AS

E

B262 PHASE

P2 N

O

D

AT

E M

AR

K

D

ES

C R

IP

TI

O N

J.

B

EN

SO

N

A101A

AR

EA

F

LO

O R

P

LA

N

LO

U

IS

VI

LL

E

D

IS

TR

IC

T

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U

IS

VI

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E, K

EN

TU

C

KY

JA

C

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BS

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G

IN

EE

R

IN

G

G R

O U

P

IN

C

H

IG

H

LA

N D

S

PL

AZ

A

D R

IV

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SU

IT

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ES

SE

L

C . M

EL

EN

D

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C

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N

D

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BE

R

B10262 PHASE 1 - CERTIFIED FINAL

BA

SE

M

EN

T -A

R

EA

P H

AS

E

AR

C

H

IT

EC

TU

R

AL

1/8" = 1'-0"

A100A

A1 BASEMENT PLAN - AREA 1

013 BRACKET MOUNTED FIRE EXTINGUISHER

170 EXISTING WINDOW WELL ABOVE AND BELOW GRADE WITH RAILINGS -

REHABILITATE IN PLACE - FOR TYPICAL CONDITIONS REFER TO A100AA.3

334 EXISTING CMU PARTITION IS 2 HOUR FIRE-RATED

514 ELASTOMERIC SHEET WATERPROOFING AT PERIMETER OF BELOW-GRADE

BUILDING FOUNDATION FOR TERMINATION - REFER TO C3 AND B3/A520

519 PORTION OF CONSTRUCTION BARRIER AND DOOR(S) AS IDENTIFIED ON

DEMOLITION PLANS WILL REMAIN IN PLACE AT THE END OF CONSTRUCTION OF

PHASE 1. MAINTAIN FINISHED GYPSUM BOARD ON CONSTRUCTION SIDE OF

DURATION OF USE. AT CONCLUSION OF PHASE 1 THIS WILL BE THE FINISHED

PARTITION FULLY PAINTED AND WITH COMPLETE BASE

523 INFILL EXTERIOR WALL OPENING - MATCH EXISTING CONSTRUCTION

AM

EN

D

M

EN

T 0 0

D

EC

W

2Q R

R

_C U

I_ C

F_ Pl an s-

M

L

K

J

I

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G

18 19 20 21 22 23 24 2522E 23E

MATCHLINE

A1 A101A

MATCHLINE

A1 A103A

M

AT

C H

LI

N

E

A1 A1

A

A468

C3

ELEVATOR 3

0003A

C0284

514514514

W HITE SPACE

CORRIDOR

KEYED NOTES - FLOOR PLAN#

LEGEND

SHADED AREA IS NOT UNDER CURRENT CONSTRUCTION

PHASE UNLESS OTHERWISE NOTED - WORK TO BE

PERFORMED IN THE SHADED AREAS MUST BE

COORDINATED WITH COR FOUR WEEKS PRIOR TO

MINIMIZE MISSION IMPACT

1. FOR THE LOCATION, CONSTRUCTION BARRIER PARTITION TYPES AND

CONSTRUCTION BARRIER DOOR TAGS - REFER TO AD100A - AD112C

2. PARTITIONS ARE TYPE "0H" UNLESS OTHERWISE NOTED.

3. EXISTING CONCRETE COLUMNS ON EXTERIOR WALLS WITH FURRING MUST

ALSO BE FURRED.

4. EXISTING CONCRETE COLUMNS ENGAGING PARTITIONS MUST BE FURRED

WITH A "0A" UNLESS OTHERWISE NOTED.

5. EXISTING CONCRETE COLUMNS FREE STANDING (NOT ENGAGING

PARTITIONS) MUST BE CLEANED, PATCHED, PRIMED AND PAINTED, UNLESS

OTHERWISE NOTED.

AREA OF CLIN 002 - MINOR CONSTRUCTION ADDITION

GENERAL NOTES

KEY PLAN

N

US Army Corps of Engineers ®

SHEET ID

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

C H

EC

KE

D B

Y:

AN

SI

D

IS

SU

E D

AT

E:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

1 2 3 4 5

D

C

B

A

8'4' 16'

CUI

CUI

C U

I

W R

IG

H

T-

PA

TT

ER

SO

N

A

IR

F O

R C

E

BA

SE

D

AY

TO

N , O

H

IO

R

EP

AI

R

/R

EN

O

VA

TE

A

FM

C

H Q

B U

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D

IN

G

(B

2)

P H

AS

E

B262 PHASE

P2 N

O

D

AT

E M

AR

K

D

ES

C R

IP

TI

O N

J.

B

EN

SO

N

A102A

AR

EA

F

LO

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P

LA

N

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U

IS

VI

LL

E

D

IS

TR

IC

T

LO

U

IS

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KY

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G R

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L

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B10262 PHASE 1 - CERTIFIED FINAL

BA

SE

M

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T -A

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P H

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AR

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1/8" = 1'-0"

A100A

A1 BASEMENT PLAN - AREA 2

514 ELASTOMERIC SHEET WATERPROOFING AT PERIMETER OF BELOW-GRADE

BUILDING FOUNDATION FOR TERMINATION - REFER TO C3 AND B3/A520

519 PORTION OF CONSTRUCTION BARRIER AND DOOR(S) AS IDENTIFIED ON

DEMOLITION PLANS WILL REMAIN IN PLACE AT THE END OF CONSTRUCTION OF

PHASE 1. MAINTAIN FINISHED GYPSUM BOARD ON CONSTRUCTION SIDE OF

DURATION OF USE. AT CONCLUSION OF PHASE 1 THIS WILL BE THE FINISHED

PARTITION FULLY PAINTED AND WITH COMPLETE BASE

AM

EN

D

M

EN

T 0 0

D

EC

W

2Q R

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F_ Pl an s-

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19 20 21 22 23 24 2522E 23E

A451

A3

A419

A3

MATCHLINE

A1 A102C

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A1 A1

C

0006C

206420652066

3' - 0" 8'

1/

2" 0D

0D0D

0D

1' - 1"

2' - 11"

12' - 1"

6'

7" 1'

3"

5'

6"

2'

" 13

/4

8' - 7 3/4"

10 1/4"

9' - 8 1/2"

0D

4' - 0"

3' - 0"

6"

8'

0" 1'

3"

8' - 7 3/4"17' - 3 3/4"

6'

9"

10' - 2"9' - 9 3/4" 5' - 0 1/2"

0A0A

A222

B1

0S

2F 2F2F

2F

0L 0A 0A

0L 0L

3'

3/

4" 5'

3/ 4"

/2

13' - 1 1/4" 13' - 1 1/4"

0H 1H 0S

548548

9 1/2" 9 1/2"

ELECTRICAL

TELECOMMUNICATIONS

STAIR 6

COLLABORATION

ROOM

CORRIDOR

COPY/COFFEE

STORAGE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OPEN OFFICE

OFFICE

W OMEN

COPY/COFFEE

OPEN OFFICE

STORAGE

CUSTODIAL

6' - 4"

6' - 3"CORRIDOR

STORAGE

0L

0S 3'

7"0S

0S

0S

327327C

C

0S

0S

0R

0S

3'

0"

C

C2211

C2221

0R

0R

0Q

0Q0Q0Q

0A

A222

D3

W HITE SPACE

0E

0E 0E

0E

0E

0E

0E

0E 0E

0E

0E

0A

0A

TYPICAL

TYPICAL

611611

0A

TYPICAL

C

KEYED NOTES - FLOOR PLAN#

LEGEND

SHADED AREA IS NOT UNDER CURRENT CONSTRUCTION

PHASE UNLESS OTHERWISE NOTED - WORK TO BE

PERFORMED IN THE SHADED AREAS MUST BE

COORDINATED WITH COR FOUR WEEKS PRIOR TO

MINIMIZE MISSION IMPACT

1. FOR THE LOCATION, CONSTRUCTION BARRIER PARTITION TYPES AND

CONSTRUCTION BARRIER DOOR TAGS - REFER TO AD100A - AD112C

2. PARTITIONS ARE TYPE "0H" UNLESS OTHERWISE NOTED.

3. EXISTING CONCRETE COLUMNS ON EXTERIOR WALLS WITH FURRING MUST

ALSO BE FURRED.

4. EXISTING CONCRETE COLUMNS ENGAGING PARTITIONS MUST BE FURRED

WITH A "0A" UNLESS OTHERWISE NOTED.

5. EXISTING CONCRETE COLUMNS FREE STANDING (NOT ENGAGING

PARTITIONS) MUST BE CLEANED, PATCHED, PRIMED AND PAINTED, UNLESS

OTHERWISE NOTED.

AREA OF CLIN 002 - MINOR CONSTRUCTION ADDITION

GENERAL NOTES

KEY PLAN

N

US Army Corps of Engineers ®

SHEET ID

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

D R

AW

N

B Y:

D

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IG

N

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B

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SU

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AN

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C O

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N O

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1 2 3 4 5

D

C

B

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8'4' 16'

CUI

CUI

C U

I

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IG

H

T-

PA

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SO

N

A

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F O

R C

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BA

SE

D

AY

TO

N , O

H

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AI

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A

FM

C

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IN

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(B

2)

P H

AS

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B262 PHASE

P2 N

O

D

AT

E M

AR

K

D

ES

C R

IP

TI

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B

EN

SO

N

A101C

AR

EA

F

LO

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LA

N

LO

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D

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KY

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G R

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B10262 PHASE 1 - CERTIFIED FINAL

SE

C

O N

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PH

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AR

C

H

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1/8" = 1'-0"

A100C

A1 SECOND FLOOR PLAN - AREA 1

012 SEMI-RECESSED FIRE EXTINGUISHER CABINET - REFER TO C2/A573

327 WALL/FLOOR EXPANSION JOINT COVERS - REFER TO A567

519 PORTION OF CONSTRUCTION BARRIER AND DOOR(S) AS IDENTIFIED ON

DEMOLITION PLANS WILL REMAIN IN PLACE AT THE END OF CONSTRUCTION OF

PHASE 1. MAINTAIN FINISHED GYPSUM BOARD ON CONSTRUCTION SIDE OF

DURATION OF USE. AT CONCLUSION OF PHASE 1 THIS WILL BE THE FINISHED

PARTITION FULLY PAINTED AND WITH COMPLETE BASE

548 OPENING IN FLOOR SLAB FOR MECHANICAL DUCTWORK

607 CORNER GUARD - REFER TO A3/A573

611 END WALL GUARD DETAIL - REFER TO A4/A573

931 (L) LAVATORY

994 EXISTING CONCRETE COLUMN PROVIDES 1 HOUR FIRE RATING AND IS AN

INTEGRAL COMPONENT OF THE 1 HOUR RATING

AM

EN

D

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F_ Pl an s-

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18 19 20 21 22 23 24 2522E 23E

MATCHLINE

A1 A102C

M

AT

C H

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A1 A1

C

A419

A3

MIRRORED

2158 2159 2098B

2096 2095

20942097

2101A

A450

B3

2101B

A422

B2

5'

1/

2"

A225

A5

ALIGN

0D

2098A A233

C2

0Q0Q

A422

A2

A560

D4

A562

A3

A233A1

ALIGN

3' - 0"

6"

1' - 1"

2' - 6"

1' - 10 3/4"

3' - 6"

5'

3/

4" 9'

1"

1' - 1 1/2"

6' - 9 1/2" 4' - 2 1/2"

0S

0S

0S

0S

6'

1/

2" 4'

8"

1'

3"

A450

D2

MEN

2102CORRIDOR

OFFICE

OPEN OFFICE

W OMEN

CUSTODIAL

VESTIBULE

KITCHEN

OPEN OFFICE

OFFICE

OFFICE

RESTROOM

RESTROOM

COPY

RESTROOM

STAIR 5

TELECOMMUNICATIONS

ELECTRICAL

CORRIDOR

6' - 9 1/2"

1' - 1 1/2"

0D 0D

0005C

327327

C2209

C2216

0D

A559

A4

A559

A4

A233 B1 147

0S

0S

OFFICE

0S

0S

0S

0S

3'

1/

2"

1/ 2"

5'

1' - 4"

0E

8'

0"

607607

ELECTRICAL

A1

C3

A233

C1

6" 3' - 0" 611611611611

C1 OPP. SIM

C2228

KEYED NOTES - FLOOR PLAN#

LEGEND

SHADED AREA IS NOT UNDER CURRENT CONSTRUCTION

PHASE UNLESS OTHERWISE NOTED - WORK TO BE

PERFORMED IN THE SHADED AREAS MUST BE

COORDINATED WITH COR FOUR WEEKS PRIOR TO

MINIMIZE MISSION IMPACT

1. FOR THE LOCATION, CONSTRUCTION BARRIER PARTITION TYPES AND

CONSTRUCTION BARRIER DOOR TAGS - REFER TO AD100A - AD112C

2. PARTITIONS ARE TYPE "0H" UNLESS OTHERWISE NOTED.

3. EXISTING CONCRETE COLUMNS ON EXTERIOR WALLS WITH FURRING MUST

ALSO BE FURRED.

4. EXISTING CONCRETE COLUMNS ENGAGING PARTITIONS MUST BE FURRED

WITH A "0A" UNLESS OTHERWISE NOTED.

5. EXISTING CONCRETE COLUMNS FREE STANDING (NOT ENGAGING

PARTITIONS) MUST BE CLEANED, PATCHED, PRIMED AND PAINTED, UNLESS

OTHERWISE NOTED.

AREA OF CLIN 002 - MINOR CONSTRUCTION ADDITION

GENERAL NOTES

A412

A3

NOTE:

STAIRWELL IS NOT AVAILABLE FOR

CONSTRUCTION ACCESS OTHER THAN WORK

IN STAIRWELL

KEY PLAN

N

US Army Corps of Engineers ®

SHEET ID

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

D R

AW

N

B Y:

D

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IG

N

ED

B

Y:

SU

BM

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D B

Y:

SI

ZE

C H

EC

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D B

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AN

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D

IS

SU

E D

AT

E:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

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1 2 3 4 5

D

C

B

A

8'4' 16'

CUI

CUI

C U

I

W R

IG

H

T-

PA

TT

ER

SO

N

A

IR

F O

R C

E

BA

SE

D

AY

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N , O

H

IO

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EP

AI

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EN

O

VA

TE

A

FM

C

H Q

B U

IL

D

IN

G

(B

2)

P H

AS

E

B262 PHASE

P2 N

O

D

AT

E M

AR

K

D

ES

C R

IP

TI

O N

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B

EN

SO

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A103C

AR

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F

LO

O R

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LA

N

LO

U

IS

VI

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E

D

IS

TR

IC

T

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U

IS

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TU

C

KY

JA

C

O

BS

E N

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IN

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R

IN

G

G R

O U

P

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H

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H

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N D

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PL

AZ

A

D R

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B10262 PHASE 1 - CERTIFIED FINAL

SE

C

O N

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PH

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AR

C

H

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1/8" = 1'-0"

A100C

A1 SECOND FLOOR PLAN - AREA 3

012 SEMI-RECESSED FIRE EXTINGUISHER CABINET - REFER TO C2/A573

125 FREE-STANDING ALUMINUM BARRIER GATE WITHOUT SIGN. SWING AS INDICATED

- REFER TO A2/A578 (SIMILAR)

147 SECURITY CABINETS - NIC

327 WALL/FLOOR EXPANSION JOINT COVERS - REFER TO A567

519 PORTION OF CONSTRUCTION BARRIER AND DOOR(S) AS IDENTIFIED ON

DEMOLITION PLANS WILL REMAIN IN PLACE AT THE END OF CONSTRUCTION OF

PHASE 1. MAINTAIN FINISHED GYPSUM BOARD ON CONSTRUCTION SIDE OF

DURATION OF USE. AT CONCLUSION OF PHASE 1 THIS WILL BE THE FINISHED

PARTITION FULLY PAINTED AND WITH COMPLETE BASE

607 CORNER GUARD - REFER TO A3/A573

611 END WALL GUARD DETAIL - REFER TO A4/A573

774 KNEE WALL - REFER TO INTERIOR ELEVATIONS AND C1/A592

AM

EN

D

M

EN

T 0 0

D

EC

W

2Q R

R

_C U

I_ C

F_ Pl an s-

DS

DS

OS

OS

OS

OS

OS

OS

OS

OS

OSOS

OS

OS

OS

OS

OS

OS

OS

OS

OS

OSOS

OS

OS

KEYED NOTES - REFLECTED CEILING PLAN#

G

F

E

D

C

B

A

18 19 20 21 22 23 24 2522E 23E

M

AT

C H

LI

N

E

A1 A1

C

MATCHLINE

A1 A122C

2'

3/

4"

1/ 4"

7 1/4"

2' - 4 3/4"

617 617

EQ

EQ

EQ

4'

6"

EQ

1' - 10" 6' - 0" 3' - 10"

5' - 11" 4' - 11" 6' - 5"

7'

1" 6'

0"

5'

9" 9'

5"

4'

6'

5"

5' - 2"

3'

9"

10' - 4"

ELECTRICAL

TELECOMMUNICATIONS

STAIR 6

COLLABORATION

ROOM

OFFICE

STORAGE

COPY/COFFEE

OFFICE

OFFICE

OPEN OFFICE

OFFICE

OFFICE

OFFICE

OPEN OFFICE

COPY/COFFEE

W OMEN

STORAGE

CORRIDOR

CORRIDOR

8' - 6"

10' - 4"

352352352

EQ 6' - 0" EQ

1'

8'

0" 8'

0"

11' - 0" 5' - 6"5' - 6" 11' - 0"

W HITE SPACE

A493

A3

REFLECTED CEILING PLAN LEGEND:

ACOUSTICAL PANEL CEILING

(APC) 2'x2'

GYPSUM BOARD CEILING

WORK ABOVE CEILING

CONCRETE

SMOKE DETECTOR

SUPPLY DIFFUSER

RETURN DIFFUSER

EXHAUST DIFFUSER

OCCUPANCY SENSOR

LINEAR PENDANT FIXTURE LINEAR RECESSED LIGHT

FIXTURE

INDUSTRIAL PENDANT FIXTURE

RECESSED CAN LIGHT FIXTURE

SURFACE MOUNTED VANITY

FIXTURE

RECESSED MOUNTED WALL

WASH FIXTURE

CEILING MOUNTED EXIT SIGN

1. NOT EVERY DEVICE ON LEGEND SHOWN MAY BE USED ON THIS PROJECT.

2. CEILING HEIGHTS ARE 9'-0" AFF UNLESS OTHERWISE NOTED.

3. MECHANICAL DUCTWORK IS INDICATED IN HALFTONE.

4. AREAS WITHOUT THE ABOVE INDICATED CEILING HATCHES IN THIS LEGEND

ARE OPEN TO STRUCTURE - PAINT WHITE.

5. COLUMNS AND COLUMN CAPS THAT ARE NOT FURRED - PAINT WHITE.

6. REFER TO SOUND MASKING DRAWINGS IN VOLUME 8.

PARTITIONS THAT PENETRATE

CEILING

FIRE ALARM SPEAKER AND

STROBE

SHADED AREA IS NOT UNDER CURRENT CONSTRUCTION PHASE UNLESS

OTHERWISE NOTED - WORK TO BE PERFORMED IN THE SHADED AREAS

MUST BE COORDINATED W ITH COR FOUR WEEKS PRIOR TO MINIMIZE

MISSION IMPACT

AREA OF CLIN 002

DAYLIGHT SENSORDS

FIRE ALARM CONTROL

MODULE

CM

PERFORATED METAL PAN

CEILING AND INTEGRAL LIGHT

FIXTURE (MPC-1)

LUMINOUS PANEL CEILING

SYSTEM AND INTEGRAL LIGHT

FIXTURE

EXTERIOR FINISH SYSTEM

CEILING SPEAKER

CCTV CAMERA

MICROPHONE OUTLET CEILINGM

PERFORATED METAL PAN

CEILING AND INTEGRAL LIGHT

FIXTURE (MPC-2)

SLOT DIFFUSER

FIRE ALARM SPEAKER

FIRE ALARM STROBE

S

PROJ PROJECTOR OUTLET

EMERGENCY LIGHT FIXTURE

LIGHT FIXTURE

GYPSUM BOARD SOFFIT AND

PLASTIC LAMINATE PANEL

ACOUSTICAL PANEL CEILING

(APC) 2'x4'

GENERAL NOTES

RETURN GRILLE EXHAUST GRILLE

KEY PLAN

N

US Army Corps of Engineers ®

SHEET ID

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

C H

EC

KE

D B

Y:

AN

SI

D

IS

SU

E D

AT

E:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

1 2 3 4 5

D

C

B

A

8'4' 16'

CUI

CUI

C U

I

W R

IG

H

T-

PA

TT

ER

SO

N

A

IR

F O

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E

BA

SE

D

AY

TO

N , O

H

IO

R

EP

AI

R

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EN

O

VA

TE

A

FM

C

H Q

B U

IL

D

IN

G

(B

2)

P H

AS

E

B262 PHASE

P2 N

O

D

AT

E M

AR

K

D

ES

C R

IP

TI

O N

J.

B

EN

SO

N

A121C

AR

EA

C

EI

LI

N

G P

LA

N

LO

U

IS

VI

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E

D

IS

TR

IC

T

LO

U

IS

VI

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E, K

EN

TU

C

KY

JA

C

O

BS

E N

G

IN

EE

R

IN

G

G R

O U

P

IN

C

H

IG

H

LA

N D

S

PL

AZ

A

D R

IV

E

SU

IT

E

ST

. L O

U

IS

, M O

R . M

ES

SE

L

M . B

U R

TO

N

J.

C

O R

SO

N

D

EC

EM

BE

R

B10262 PHASE 1 - CERTIFIED FINAL

SE

C

O N

D F

LO

O

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AR

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PH

AS

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AR

C

H

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EC

TU

R

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133 CEILING DETAIL - REFER TO C3/A570 (SIMILAR) OPENING HEIGHT AT 8' - 0" FROM

FINISHED FLOOR

146 REMOVE EXISTING CEILING TO THE NEXT FULL PANEL - VERIFY IN FIELD AND

REPLACE WITH NEW TO MATCH ADJACENT EXISTING CEILING

195 FRP REINFORCING, TYPICAL - REFER TO S101R, S104R, S107R, AND S110R

284 EXPANSION JOINT COVER - REFER TO D5/A567

352 REMOVE CEILING AS REQUIRED FOR OVERHEAD MECHANICAL WORK ABOVE

CEILING. INSTALL NEW CEILING SUSPENSION GRID AND CEILING PANELS UPON

COMPLETION OF WORK ABOVE CEILING TO MATCH LAYOUT OF EXISTING CEILING

GRID

362 EXPANSION JOINT COVER - REFER TO D2/A567

617 CONTROL JOINT - REFER TO C1/A571

659 GYPSUM BOARD SOFFIT - REFER TO EXTERIOR WALL SECTIONS

761 REMOVE CEILING AS REQUIRED FOR OVERHEAD PLUMBING WORK ABOVE

CEILING. PROVIDE NEW CEILING SUSPENSION GRID AND CEILING PANELS UPON

COMPLETION OF WORK ABOVE CEILING TO MATCH LAYOUT OF EXISTING CEILING

GRID

1/8" = 1'-0"A1 SECOND FLOOR REFLECTED CEILING PLAN - AREA 1

G010

AM

EN

D

M

EN

T 0 0

D

EC

W

2Q R

R

_C U

I_ C

F_ Pl an s-

ALIGN

Q

P

20 21

CB

C2216

CB

3' - 9 1/2"

PORTION OF

CONSTRUCTION

BARRIER (CB1) MUST BE

CONSTRUCTED AS AN

'0H' PARTITION - REFER

TO A702

7"

7' - 0"

CB

NOTE:

DEMOLISH PARTITIONS AND

DOORS SHOWN DASHED

CONSTRUCTION AREA

ACCESS DOOR

MAINTAIN EXISTING DOOR FOR

EGRESS

1' - 1 1/2"

CB

1CB

C2228

5"

Q

P

20 21

C2216

5'

7"

7' - 0"

0L

0A

0L

0H 2F

0H

TELECOMMUNICATIONS

CONSTRUCTION AREA

ACCESS DOOR

MAINTAIN EXISTING DOOR FOR

EGRESS

9 1/2"

0H

1' - 1 1/2"

0H

NOTE:

PARTITION TYPE 2F' IN SEQUENCE 2 IS IN

CONSIDERATION OF FUTURE PHASE FIRE RATING.

OFFICE

0A 0A

0A

0A

TYPICAL

TYPICAL

TYPICALTYPICAL

C2228

Q

P

20 21

C2216

5'

7"

7' - 0"

2F

TELECOMMUNICATIONS

SEQUENCE OF CONSTRUCTION

1. INSTALL EXIT SIGN.

2. REMOVE PARTITION DURING HOURS WHEN AFMC STAFF IS NOT OCCUPYING

THE BUILDING. AFMC STAFF WILL USE DOOR C2216 AS NEW EGRESS DOOR.

3. INSTALL PARTITION '2F' AS INDICATED AFTER PARTITION IS DEMOLISHED AND

NEW EGRESS PATHWAY IS ESTABLISHED.

4. PATCH PARTITION TO REMAIN TO MATCH EXISTING ADJACENT.

NEW RAIN LEADER

OFFICE

C2228

US Army Corps of Engineers ®

SHEET ID

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

C H

EC

KE

D B

Y:

AN

SI

D

IS

SU

E D

AT

E:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

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1 2 3 4 5

D

C

B

A

CUI

CUI

C U

I

W R

IG

H

T-

PA

TT

ER

SO

N

A

IR

F O

R C

E

BA

SE

D

AY

TO

N , O

H

IO

R

EP

AI

R

/R

EN

O

VA

TE

A

FM

C

H Q

B U

IL

D

IN

G

(B

2)

P H

AS

E

B262 PHASE

P2 N

O

D

AT

E M

AR

K

D

ES

C R

IP

TI

O N

J.

B

EN

SO

N

A411

EN

LA

R G

ED

S

EQ

U

E N

C

ED

F

LO

O R

P

LA

N S

LO

U

IS

VI

LL

E

D

IS

TR

IC

T

LO

U

IS

VI

LL

E, K

EN

TU

C

KY

JA

C

O

BS

E N

G

IN

EE

R

IN

G

G R

O U

P

IN

C

H

IG

H

LA

N D

S

PL

AZ

A

D R

IV

E

SU

IT

E

ST

. L O

U

IS

, M O

R . M

ES

SE

L

D . W

IN

D

J.

C

O R

SO

N

D

EC

EM

BE

R

B10262 PHASE 1 - CERTIFIED FINAL

PH

AS

E

AR

C

H

IT

EC

TU

R

AL

1/4" = 1'-0"

AD103C

C1 SECOND FLOOR ELECTRICAL AND TELECOM ROOM - SEQUENCE 1

1/4" = 1'-0"

AD103C

C3 SECOND FLOOR ELECTRICAL AND TELECOM ROOM - SEQUENCE 2

1/4" = 1'-0"

AD103C

A1 SECOND FLOOR ELECTRICAL AND TELECOM ROOM - SEQUENCE 3

AM

EN

D

M

EN

T 0 0

D

EC

W

2Q R

R

_C U

I_ C

F_ Pl an s-

ALIGN

Q

P

20 21

C2216

5'

7"

7' - 0"

TELECOMMUNICATIONS

MAINTAIN AFMC EGRESS

DOOR IN PLACE

0H

ELECTRICAL

1' - 0"

BRACKET

MOUNTED FIRE

EXTINGUISHER

NEW RAIN LEADER

OFFICE

C2228

Q

P

20 21

C2216

5'

7"

7' - 0"

0L

0A

0L

TELECOMMUNICATIONS

MAINTAIN AFMC

EGRESS DOOR IN PLACE

SEQUENCE OF CONSTRUCTION

1. DEMOLISH PARTITION IN ENCLOSED AREA AS

INDICATED

2. INSTALL NEW PARTITIONS AS INDICATED

3. REMOVE PARTITION AND DOOR AS INDICATED

4. INSTALL REMAINING PARTITION AND DOOR -

REFER TO SEQUENCE 5

NEW RAIN LEADER

OFFICE

C2228

US Army Corps of Engineers ®

SHEET ID

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

C H

EC

KE

D B

Y:

AN

SI

D

IS

SU

E D

AT

E:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

1 2 3 4 5

D

C

B

A

CUI

CUI

C U

I

W R

IG

H

T-

PA

TT

ER

SO

N

A

IR

F O

R C

E

BA

SE

D

AY

TO

N , O

H

IO

R

EP

AI

R

/R

EN

O

VA

TE

A

FM

C

H Q

B U

IL

D

IN

G

(B

2)

P H

AS

E

B262 PHASE

P2 N

O

D

AT

E M

AR

K

D

ES

C R

IP

TI

O N

J.

B

EN

SO

N

A412

EN

LA

R G

ED

S

EQ

U

E N

C

ED

F

LO

O R

P

LA

N S

LO

U

IS

VI

LL

E

D

IS

TR

IC

T

LO

U

IS

VI

LL

E, K

EN

TU

C

KY

JA

C

O

BS

E N

G

IN

EE

R

IN

G

G R

O U

P

IN

C

H

IG

H

LA

N D

S

PL

AZ

A

D R

IV

E

SU

IT

E

ST

. L O

U

IS

, M O

R . M

ES

SE

L

D . W

IN

D

J.

C

O R

SO

N

D

EC

EM

BE

R

B10262 PHASE 1 - CERTIFIED FINAL

PH

AS

E

AR

C

H

IT

EC

TU

R

AL

1/4" = 1'-0"

A103C

A3 SECOND FLOOR ELECTRICAL AND TELECOM ROOM - SEQUENCE 5

1/4" = 1'-0"

AD103C

A1 SECOND FLOOR ELECTRICAL AND TELECOM ROOM - SEQUENCE 4

AM

EN

D

M

EN

T 0 0

D

EC

1 1

W

2Q R

R

_C U

I_ C

F_ Pl an s-

GLASS TYPESDOOR AND FRAME LEGEND

ALUM ALUMINUM

HM HOLLOW METAL

SS STAINLESS STEEL

-- NOT APPLICABLE

STL STEEL

WD FLUSH CORE WOOD

DD DEMOUNTABLE DOOR

DF DEMOUNTABLE FRAME

LOW-E-COATED, TINTED INSULATING LAMINATED SPANDREL

GLASS

LOW-E-COATED, TINTED INSULATING LAMINATED GLASS,

SAFETY APPLICATION

G3 CLEAR INSULATING LAMINATED GLASS, SAFETY

APPLICATION

CLEAR FLOAT GLASS, FULLY TEMPERED

CLEAR LAMINATED 120-MINUTE FIRE RESISTANCE

RATED GLAZING

LOW-E-COATED, TINTED INSULATING LAMINATED GLASS

G6

TWO-WAY MIRROR INSULATION GLASS, SAFETY

APPLICATION

G7G4

G5

G2

G1

1 HOUR FIRE RATED LOW-E-COATED, TINTED INSULATING

LAMINATED GLASS, SAFETY APPLICATION

G8

US Army Corps of Engineers ®

SHEET ID

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

C H

EC

KE

D B

Y:

AN

SI

D

IS

SU

E D

AT

E:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

1 2 3 4 5

D

C

B

A

CUI

CUI

C U

I

W R

IG

H

T-

PA

TT

ER

SO

N

A

IR

F O

R C

E

BA

SE

D

AY

TO

N , O

H

IO

R

EP

AI

R

/R

EN

O

VA

TE

A

FM

C

H Q

B U

IL

D

IN

G

(B

2)

P H

AS

E

B262 PHASE

P2 N

O

D

AT

E M

AR

K

D

ES

C R

IP

TI

O N

J.

B

EN

SO

N

A603

D O

O R

S C

H

ED

U

LE

LO

U

IS

VI

LL

E

D

IS

TR

IC

T

LO

U

IS

VI

LL

E, K

EN

TU

C

KY

JA

C

O

BS

E N

G

IN

EE

R

IN

G

G R

O U

P

IN

C

H

IG

H

LA

N D

S

PL

AZ

A

D R

IV

E

SU

IT

E

ST

. L O

U

IS

, M O

R . M

ES

SE

L

J.

C

AM

PO

S

J.

C

O R

SO

N

D

EC

EM

BE

R

B10262 PHASE 1 - CERTIFIED FINAL

PH

AS

E

AR

C

H

IT

EC

TU

R

AL

REFER TO A601 FOR DOOR SCHEDULE GENERAL

NOTES, DOOR SCHEDULE REMARKS, DOOR AND

FRAME TYPES

DOOR SCHEDULE NOTES

B10262 - PHASE 1 - LEVEL - A - BASEMENT - (CONSTRUCTION BARRIER)

B10262 - PHASE 1 - LEVEL - B - FIRST FLOOR - (CONSTRUCTION BARRIER)

B10262 - PHASE 1 - LEVEL - C - SECOND FLOOR - (CONSTRUCTION BARRIER)

ROOM NAME DOOR NO.

DOOR FRAME FIRE

RATING

HARDWARE

SET REMARKSTYPE MATERIAL GLAZING DOOR PAIR WIDTH HEIGHT THICKNESS TYPE MATERIAL HEAD DETAIL JAMB DETAIL SILL DETAIL

C2201 F HM -- 3' - 0" 7' - 0" 1 3/4" 1 HM -- -- -- 90 MIN. 1-53.0 1,40

C2203 F HM -- 3' - 6" 7' - 0" 1 3/4" 1 HM -- -- -- 90 MIN. 1-53.0 1,40

C2204 F HM -- PR 3' - 0" = 6' - 0" 7' - 0" 1 3/4" 1 HM -- -- -- 45 MIN. 1-28.0 1,31,40

C2205 F HM -- 3' - 0" 7' - 0" 1 3/4" 1 HM -- -- -- 90 MIN. 1-26.1 1,40

C2206 F HM -- 3' - 0" 7' - 0" 1 3/4" 1 HM -- -- -- 90 MIN. 1-53.0 1,40

C2207 F HM -- 3' - 0" 7' - 0" 1 3/4" 1 HM -- -- -- 90 MIN. 1-26.1 1,40

C2208 F WD -- 3' - 0" 7' - 0" 1 3/4" HM -- -- -- 90 MIN. 1-26.1 1,40

C2209 F HM -- PR 3' - 0" = 6' - 0" 7' - 0" 1 3/4" 3 HM -- -- -- 45 MIN. 1-22.0 1,31,40 C2210 F HM -- PR 3' - 0" = 6' - 0" 7' - 0" 1 3/4" 1 HM -- -- -- 45 MIN. 1-28.0 1,31,40 C2211 F HM -- PR 3' - 0" = 6' - 0" 7' - 0" 1 3/4" 3 HM -- -- -- 45 MIN. 1-22.0 1,31,40 C2212 F HM -- PR 3' - 0" = 6' - 0" 7' - 0" 1 3/4" 1 HM -- -- -- 45 MIN. 1-28.0 1,31,40

C2213 F HM -- 3' - 0" 7' - 0" 1 3/4" 1 HM -- -- -- 90 MIN. 1-53.0 1,40

C2214 F WD -- 3' - 0" 7' - 0" 1 3/4" HM -- -- -- 90 MIN. 1-53.0 1,40

C2216 F HM -- 3' - 0" 7' - 0" 1 3/4" 1 HM -- -- -- 45 MIN. 1-26.1 1,40

C2217 F HM -- 3' - 0" 7' - 0" 1 3/4" 1 HM -- -- -- 90 MIN. 1-53.0 1,40

C2218 F HM -- 3' - 0" 7' - 0" 1 3/4" 1 HM -- -- -- 90 MIN. 1-53.0 1,40

C2219 F HM -- 3' - 0" 7' - 0" 1 3/4" 1 HM -- -- -- 90 MIN. 1-53.0 1,40

C2221 F HM -- 3' - 0" 7' - 0" 1 3/4" 1 HM -- -- -- 90 MIN. 1-26.1 1,40

C2223 F HM -- 3' - 0" 7' - 0" 1 3/4" 1 HM -- -- -- 90 MIN. 1-53.0 1,40

C2224 F HM -- 3' - 0" 7' - 0" 1 3/4" 1 HM -- -- -- 90 MIN. 1-53.0 1,40

C2225 F HM -- PR 3' - 0" = 6' - 0" 7' - 0" 1 3/4" 1 HM -- -- -- 45 MIN. 1-28.0 1,31,40 C2226 F HM -- PR 3' - 0" = 6' - 0" 7' - 0" 1 3/4" 1 HM -- -- -- 45 MIN. 1-28.0 1,31,40

C2227 F HM -- 3' - 0" 7' - 0" 1 3/4" 1 HM -- 45 MIN. 1-53.0 1,40

C2228 F HM -- 3' - 0" 7' - 0" 1 3/4" 1 HM -- 45 MIN. 1-88.0 5

ROOM NAME DOOR NO.

DOOR FRAME FIRE

RATING

HARDWARE

SET REMARKSTYPE MATERIAL GLAZING DOOR PAIR WIDTH HEIGHT THICKNESS TYPE MATERIAL HEAD DETAIL JAMB DETAIL SILL DETAIL

C1210 F HM -- 3' - 0" 7' - 0" 1 3/4" 1 HM -- -- -- 45 MIN. 1-26.1 1,40

C1212 F HM -- PR 3' - 0" = 6' - 0" 7' - 0" 1 3/4" 1 HM -- -- -- 45 MIN. 1-28.0 1,31,40 C1213 F HM -- PR 3' - 0" = 6' - 0" 7' - 0" 1 3/4" 1 HM -- -- -- 45 MIN. 1-28.0 1,31,40 C1214 F HM -- PR 3' - 0" = 6' - 0" 7' - 0" 1 3/4" 1 HM -- -- -- 45 MIN. 1-28.0 1,31,40

C1215 F HM -- 3' - 0" 7' - 0" 1 3/4" 1 HM -- -- -- 45 MIN. 1-26.1 1,40

C1216 F HM -- PR 3' - 0" = 6' - 0" 7' - 0" 1 3/4" 1 HM -- -- -- 45 MIN. 1-28.0 1,31,40

C1217 F HM -- 3' - 0" 7' - 0" 1 3/4" 1 HM -- -- -- 45 MIN. 1-26.1 1,40

C1218 F HM -- 3' - 0" 7' - 0" 1 3/4" 1 HM -- -- -- 45 MIN. 1-26.1 1,40

C1219 F HM -- 3' - 0" 7' - 0" 1 3/4" 1 HM -- -- -- 45 MIN. 1-26.1 1,40

C1220 F HM -- PR 3' - 0" = 6' - 0" 7' - 0" 1 3/4" 1 HM -- -- -- 45 MIN. 1-28.0 1,31,40 C1221 F HM -- PR 3' - 0" = 6' - 0" 7' - 0" 1 3/4" 1 HM -- -- -- 45 MIN. 1-28.0 1,31,40 C1222 F HM -- PR 3' - 0" = 6' - 0" 7' - 0" 1 3/4" 1 HM -- -- -- 45 MIN. 1-28.0 1,31,40

C1223 F HM -- 3' - 0" 7' - 0" 1 3/4" 1 HM -- -- -- 45 MIN. 1-26.1 1,40

C1224 F HM -- 3' - 0" 7' - 0" 1 3/4" 1 HM -- -- -- 90 MIN. 1-53.0 1,40

C1225 F HM -- 3' - 0" 7' - 0" 1 3/4" 1 HM -- -- -- 90 MIN. 1-26.1 1,40

C1226 F HM -- 3' - 0" 7' - 0" 1 3/4" 1 HM -- -- -- 90 MIN. 1-53.0 1,40

C1227 F HM -- 3' - 0" 7' - 0" 1 3/4" 1 HM -- -- -- 90 MIN. 1-53.0 1,40

C1228 F HM -- 3' - 0" 7' - 0" 1 3/4" 1 HM -- -- -- 90 MIN. 1-53.0 1,40

C1231 F HM -- 3' - 0" 7' - 0" 1 3/4" 1 HM -- -- -- 90 MIN. 1-53.0 1,40

C1232 F HM -- 3' - 0" 7' - 0" 1 3/4" 1 HM -- -- -- 90 MIN. 1-53.0 1,40

C1233 F HM -- 3' - 0" 7' - 0" 1 3/4" 1 HM -- -- -- 90 MIN. 1-53.0 1,40

C1234 F HM -- 3' - 0" 7' - 0" 1 3/4" 1 HM -- -- -- 90 MIN. 1-53.0 1,40

C1235 F HM -- 3' - 0" 7' - 0" 1 3/4" 1 HM -- -- -- 90 MIN. 1-53.0 1,40

C1236 F HM -- 3' - 0" 7' - 0" 1 3/4" 1 HM -- -- -- 45 MIN. 1-26.1 1,40

C1237 F HM -- 3' - 0" 7' - 0" 1 3/4" 1 HM -- -- -- 90 MIN. 1-53.0 1,40

C1238 F HM -- PR 3' - 0" = 6' - 0" 7' - 0" 1 3/4" 1 HM -- -- -- 45 MIN. 1-28.0 1,31,40

ROOM NAME DOOR NO.

DOOR FRAME FIRE

RATING

HARDWARE

SET REMARKSTYPE MATERIAL GLAZING DOOR PAIR WIDTH HEIGHT THICKNESS TYPE MATERIAL HEAD DETAIL JAMB DETAIL SILL DETAIL

C0280 F HM -- 3' - 6" 7' - 0" 1 3/4" 1 HM -- -- -- 45 MIN. 1-53.0 1,40

C0281 F HM -- 3' - 0" 7' - 0" 1 3/4" 1 HM -- -- -- 45 MIN. 1-26.1 1,40

C0282 F HM -- 3' - 0" 7' - 0" 1 3/4" 1 HM -- -- -- 90 MIN. 1-53.0 1,40

C0283 F HM -- 3' - 0" 7' - 0" 1 3/4" 1 HM -- -- -- 45 MIN. 1-26.1 1,40

C0284 F HM -- 3' - 6" 7' - 0" 1 3/4" 1 HM -- -- -- 90 MIN. 1-26.1 1,40

C0285 F HM -- 3' - 6" 7' - 0" 1 3/4" 1 HM -- -- -- 45 MIN. 1-53.0 1,40

C0286 F HM -- 3' - 6" 7' - 0" 1 3/4" 1 HM -- -- -- 45 MIN. 1-53.0 1,40

C0287 F HM -- 3' - 0" 7' - 0" 1 3/4" 1 HM -- -- -- 45 MIN. 1-53.0 1,40

C0288 F HM -- 3' - 0" 7' - 0" 1 3/4" 1 HM -- -- -- 45 MIN. 1-26.1 1,40

C0290 F HM -- 2' - 8" 7' - 0" 1 3/4" 1 HM -- -- -- 45 MIN. 1-53.0 1,40

C0293 F HM -- 3' - 0" 7' - 0" 1 3/4" 1 HM -- -- -- 45 MIN. 1-53.0 1,40

C0294 F HM -- 3' - 0" 7' - 0" 1 3/4" 1 HM -- -- -- 90 MIN. 1-53.0 1,40

C0295 F HM -- 3' - 0" 7' - 0" 1 3/4" 1 HM -- -- -- 90 MIN.