Attachment 1 - Drawings - Pre-Construction Addendum1.pdf

PDF 22 MB Posted Apr 21, 2022

Attached to: Repair Flight Simulator Facility, B108 Federal contract opportunity
Solicitation number: FA441822R0007
Issued by: Department of the Air Force Air Mobility Command

About this file

Written by GovTribe AI · Dec 27, 2023

This solicitation is for repair work on a flight simulator facility at Joint Base Charleston in South Carolina. The Department of the Air Force Air Mobility Command is seeking bids for project number DKFX 1098455/1073222 to provide labor, equipment, materials, and supervision to complete repairs to Flight Simulator Facility B108. The project magnitude is estimated between $5 million and $10 million. This is an 8(a) small business set-aside solicitation using trade-off procedures. The NAICS code is 236220 for commercial and institutional building construction with a size standard of $39.5 million. The notice to proceed will be issued within 45 days of award. Any questions should be directed to the point of contact listed.

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Other files for this federal contract opportunity

Other files attached to Repair Flight Simulator Facility, B108, newest first.
File	Type	Posted
As Builts pg 557- 581.pdf	PDF	May 11, 2022
As Builts pg 377-451.pdf	PDF	May 11, 2022
Solicitation Amendment FA441822R00070002 SF 30.pdf	PDF	May 11, 2022
As Builts 558-606.pdf	PDF	May 11, 2022
As Builts pg 81-150.pdf	PDF	May 11, 2022
Bldg 108 Contractor Questions Answered Pre-proposal.xlsx	XLSX spreadsheet	May 11, 2022
As Builts pg 1-80.pdf	PDF	May 11, 2022
As Builts pg 226-300.pdf	PDF	May 11, 2022
Solicitation Amendment FA441822R00070001 SF 30.pdf	PDF	May 11, 2022
As Builts pg 527-556.pdf	PDF	May 11, 2022
As Builts pg 452-526.pdf	PDF	May 11, 2022
As Builts pg 301-376.pdf	PDF	May 11, 2022
As Builts pg 151-225.pdf	PDF	May 11, 2022
JB Charleston - B108 Question and Answer Form.xlsx	XLSX spreadsheet	Apr 26, 2022
Solicitation - FA441822R0007.pdf	PDF	Apr 26, 2022
Attachment 4 - Green Procurement Recovered Materials Form.pdf	PDF	Apr 21, 2022
Attachment 2 - Specifications Vol 1 - Vol 2.pdf	PDF	Apr 21, 2022
Attachment 6 - Wage Determination SC20220023.pdf	PDF	Apr 21, 2022
Attachment 5 - AF Form 66 ( Schedule of Material Submittals).pdf	PDF	Apr 21, 2022
Attachment 3 - Performance Time Tabulation Form.pdf	PDF	Apr 21, 2022
Solicitation - FA441822R0007.pdf	PDF	Apr 21, 2022

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SHEET OF

RECORD DRAWING DATE

PROJECT NO.

DRAWING SIZE ARCH E(30X42)

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DKFX 1098455/1073222

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DKFX 1098455/1073222

REPAIR FACILITY ENVELOPE, HVAC

REPAIRS, & ROOF FLIGHT SIMULATOR, B.108

JOINT BASE CHARLESTON AIR BASE WING

CHARLESTON, SOUTH CAROLINA

NOVEMBER 08, 2021

ARCHITECT

BULLOCK TICE ASSOCIATES

909 EAST CERVANTES STREET

PENSACOLA, FL 32501

850.434.5444

MECHANICAL ENGINEER

PETERSON ENGINEERING INC.

75 SOUTH F STREET

PENSACOLA, FL 32502

850.434.0513

ELECTRICAL ENGINEER

BAGWELL ENGINEERING INC.

216 EAST GOVERNMENT STREET

PENSACOLA, FL 32502

850.462.8040

FIRE PROTECTION ENGINEER

FISHER ENGINEERING

10475 MEDLOCK BRIDGE ROAD

JOHNS CREEK, GA 30097

770.495.7770

STRUCTURAL ENGINEER

JOE DEREUIL ASSOCIATES

301 WEST CERVANTES STREET

PENSACOLA, FL 32501

850.429.1951

CIVIL ENGINEER

STANTEC

2316 KILLEARN CTR. BVLD. SUITE 102

TALLAHASSEE, FL 32309

850.878.5001

CODE SUMMARY

Code: International Building Code 2018 Wind Design Data:

Ultimate Design Wind Speed: 144 mph Nominal Design Wind Speed: 111.54 mph Risk Category: II Mean Roof Ht (h): 40.0 ft Exposure Category: C Enclosure Classif.:Enclosed Building Internal pressure Coef.: +/-0.18 Directionality (Kd): 0.85

Component and cladding ultimate wind pressures "a", ft.= 16 ft.

Overhang soffit pressure equals adj wall pressure (which includes internal pressure of 8.5 psf)

Roof

Area Negative Zone 1 Negative Zone 2e Negative Zone 2r Negative Zone 3 Positive All Zones Overhang Zone 1 Overhang Zone 2e Overhang Zone 2r Overhang Zone 3

10 sf -69.7 -93.2 -121.5 -93.2 41.4 -84.8 -108.3 -136.6 -136.6

20 sf -69.7 -85.6 -109.5 -85.6 35.8 -84.8 -106.1 -130.0 -122.4

100 sf -55.6 -67.9 -81.7 -67.9 22.6 -94.2 -101.1 -114.8 -89.5

200 sf -55.6 -60.3 -69.7 -60.3 22.6 -94.2 -98.9 -108.3 -75.3

Surface Pressure (psf)

Parapet

Area Case A:

10 sf 0.0 0.0 0.0

20 sf 0.0 0.0 0.0

100 sf 0.0 0.0 0.0

200 sf 0.0 0.0 0.0

Solid Parapet Pressure (psf)

500 sf 0.0 0.0 0.0

Zone 2e Zone 2r Zone 3

Case B: Interior Zone Corner Zone

10 sf -69.7

0.0 0.0

Wall

Area Negative Zone 4 Negative Zone 5 Positive Zones 4 & 5

10 sf -60.3 -74.4 55.6

200 sf -49.5 -52.8 44.7

500 sf -46.1 -46.1 41.4

Surface Pressure (psf)

100 sf -52.0 -74.4 47.2

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SHEET OF

RECORD DRAWING DATE

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INDEX OF DRAWINGS

SHEET

NUMBER SHEET NAME

GENERAL

G-001 TITLE SHEET

G-002 CODE SUMMARY AND INDEX OF DRAWINGS

G-101 BASE MAP AND CONSTRUCTION LAYDOWN AREA

G-111 PHASING & WORK RESTRICTIONS PLANS

G-121 ASBESTOS ABATEMENT ROOF PLAN

CIVIL

C-100 CIVIL PLANS AND DETAILS

ARCHITECTURAL

A-001 LEGEND, NOTES, & ABBREVIATIONS

A-100 OVERALL FLOOR PLANS - EXISTING / DEMOLITION

A-101 FIRST FLOOR DEMOLITION CEILING PLAN - WEST

A-102 FIRST FLOOR DEMOLITION CEILING PLAN - EAST

A-103 SECOND FLOOR DEMOLITION CEILING PLAN - WEST

A-104 SECOND FLOOR DEMOLITION CEILING PLAN - EAST

A-110 OVERALL FLOOR PLANS

A-111 FIRST FLOOR PLAN - WEST

A-112 FIRST FLOOR PLAN - EAST

A-113 SECOND FLOOR PLAN - WEST

A-114 SECOND FLOOR PLAN - EAST

A-140 ROOF PLAN

A-141 ROOF DEMOLITION PLAN - WEST

A-142 ROOF DEMOLITION PLAN - EAST

A-143 ROOF PLAN - WEST

A-144 ROOF PLAN - EAST

A-151 FIRST FLOOR REFLECTED CEILING PLAN - WEST

A-152 FIRST FLOOR REFLECTED CEILING PLAN - EAST

A-153 SECOND FLOOR REFLECTED CEILING PLAN - WEST

A-154 SECOND FLOOR REFLECTED CEILING PLAN - EAST

A-201 EXISTING EXTERIOR ELEVATIONS

A-202 EXTERIOR ELEVATIONS

A-501 ROOF DETAILS

A-502 ROOF DETAILS

A-503 ROOF DETAILS

A-504 ROOF DETAILS

INTERIOR DESIGN

I-601 FINISH SCHEDULE AND NOTES

FIRE PROTECTION

FA101 FIRST FLOOR PLAN - EAST - FIRE ALARM

FA102 FIRST FLOOR PLAN - WEST - FIRE ALARM

FA103 SECOND FLOOR PLAN - EAST - FIRE ALARM

FA104 SECOND FLOOR PLAN - WEST - FIRE ALARM

FA501 DETAILS - FIRE ALARM

FX101 FIRST FLOOR PLAN - EAST - FIRE PROTECTION

FX102 FIRST FLOOR PLAN - WEST - FIRE PROTECTION

FX103 SECOND FLOOR PLAN - EAST - FIRE PROTECTION

FX104 SECOND FLOOR PLAN - WEST - FIRE PROTECTION

MECHANICAL

M-001 MECHANICAL NOTES, LEGEND, AND ABBREVIATIONS

MD-101 MECH ROOM 201 HVAC DEMO PLAN

M-101 GROUND FLOOR HVAC PLAN - WEST

M-102 GROUND FLOOR HVAC PLAN - EAST

M-103 SECOND FLOOR HVAC PLAN - WEST

M-104 SECOND FLOOR HVAC PLAN - EAST

M-401 MECHANICAL ROOM 203 AND 129 ENLARGED PLAN

M-402 MECHANICAL ROOM 228 ENLARGED PLAN

M-403 MECHANICAL ROOM 201 ENLARGED PLAN

M-501 HVAC DETAILS

M-601 HVAC SCHEDULES

M-602 HVAC SCHEDULES

M-603 CHILLED WATER DIAGRAM FOR SIMS 1 & 2

M-604 CHILLED WATER DIAGRAM FOR SIM 3 (SIM-9)

M-605 CHILLED WATER DIAGRAM FOR SIM 4 (SIM-21)

M-701 HVAC CONTROLS

M-702 HVAC CONTROLS

M-703 HVAC CONTROLS

M-704 HVAC CONTROLS

M-705 HVAC CONTROLS

ELECTRICAL

E-001 ELECTRICAL LEGEND, GENERAL NOTES

E-002 NEW WORK POWER RISER DIAGRAMS

E-003 PANEL SCHEDULES

E-004 LIGHTNING PROTECTION DETAILS

E-100 FIRST FLOOR DEMOLITION PLAN - WEST

E-101 FIRST FLOOR DEMOLITION PLAN - EAST

E-102 SECOND FLOOR DEMOLITION PLAN - WEST

E-103 SECOND FLOOR DEMOLITION PLAN - EAST

E-104 ENLARGED MECHANICAL ROOM 201 DEMOLITION PLAN

E-105 LIGHTNING PROTECTION DEMOLITION PLAN - WEST

E-106 LIGHTNING PROTECTION DEMOLITION PLAN - EAST

E-200 FIRST FLOOR NEW WORK PLAN - WEST

E-201 FIRST FLOOR NEW WORK PLAN - EAST

E-202 SECOND FLOOR NEW WORK PLAN - WEST

E-203 SECOND FLOOR NEW WORK PLAN - EAST

E-204 ENLARGED MECHANICAL ROOM 201 NEW WORK PLAN

E-205 LIGHTNING PROTECTION NEW WORK PLAN - WEST

E-206 LIGHTNING PROTECTION NEW WORK PLAN - EAST

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No. 25669

1182021

PROJECT LOCATION

BUILDING 108

MAIN ENTRY GATE

PASS AND REGISTRATION

COMMERCIAL

ENTRY GATE

COMMERCIAL VEHICLE INSPECTION FACILITY

R S

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AVE

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PROPOSED LAYDOWN AREA

PRIMARY CRANE LOCATION

BUILDING 108

E HILL BVLD

B A

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PROVIDE TEMPORARY FENCING AROUND LAYDOWN AREA.FENCING

SHALL BE GALVANIZED STEEL CHAIN LINK FENCING AT 6'-0" TALL.

POSTS SHALL BE SPACED AT 10'-0" MAX. AND BURRIED AT 36" MIN.

LAYDOWN AREA NOTES

1. UTILITIES: CONTRACTOR SHALL PERFORM ALL NECESSARY

COORDINATION AND SHALL BEAR ALL COSTS NECESSARY TO

ESTABLISH ELECTRICAL, WATER, AND SEWER SERVICE TO THE

LAYDOWN AREA.

2. WATER: CONTRACTOR MAY OBTAIN WATER VIA EXISTING FIRE

HYDRANT, AS SHOWN ON SHEET G-101. THE CONTRACTOR SHALL

PROVIDE HYDRANT METERS AND BACKFLOW PREVENTION. WATER

LINES SHALL BE SECURED AT ALL TIMES AND REMOVED UPON

COMPLETION.

3. PORTABLE TOILETS: PRIOR TO ANY CONSTRUCTION ACTIVITIES,

PROVIDE TEMPORARY SEWER AND SANITATION FACILITIES, AS DEFINED

IN THE SPECIFICATIONS, FOR ALL WORK AREAS AND ACCESS GATES.

4. SECURITY: THE CONTRACTOR IS SOLELY RESPONSIBLE FOR

MAINTAINING SECURITY AT THE LAYDOWN AREA.

5. APPEARANCE: THE CONTRACTOR SHALL MAINTAIN THE LAYDOWN AREA

IN A GOOD STATE OF APPEARANCE.

6. FOD: THE CONTRACTOR SHALL MAINTAIN THE LAYDOWN AREA SUCH

THAT IT DOES NOT GENERATE OR BECOME A SOURCE OF FOREIGN

OBJECTS AND DEBRIS.

7. LAND DISTURBANCE PERMIT: IF LOCATED OUTSIDE THE PERMIT AREA

OF DISTURBANCE FOR THE PROJECT, THE CONTRACTOR SHALL OBTAIN

A SEPARATE LAND DISTURBANCE/STORMWATER PERMIT FOR AN

OFFSITE LAYDOWN AREA.

8. OTHER PERMITS: CONTRACTOR SHALL OBTAIN ALL PERMITS

NECESSARY FOR THE ERECTION AND OPERATION OF

PLANTS/CRUSHER.

9. AIR SPACE LIMITATIONS/7460'S/NOTAMS: AIRFIELD WAIVERS DURING

CONSTRUCTION WILL NOT BE REQUIRED. THE CONTRACTOR WILL ONLY

NEED A 7460-1 FAA NOTICE OF CONSTRUCTION.

HAUL ROUTE NOTES

1. LOCATION: COMMERCIAL LARGE TRUCKS COMING INTO THE

CONSTRUCTION SITE WILL NEED TO ENTER THE BASE THROUGH THE

COMMERCIAL VEHICLE ENTRY GATE. CONTRACTORS WITH CAC CARDS

MAY COME THROUGH EITHER GATE.

2. EXISTING ROADS: HAUL ROUTES UTILIZING EXISTING BASE ROADWAYS

WILL REMAIN OPEN TO PATRON TRAFFIC AT ALL TIMES DURING

CONSTRUCTION. CONTRACTOR SHALL EXERCISE ALL NECESSARY

PROTOCOLS TO INSURE SAFETY TO THE GENERAL PUBLIC ON ALL HAUL

ROUTES.

3. DAMAGE: CONTRACTOR SHALL PREPARE A PHOTOGRAPHIC RECORD OF

EXISTING ROADWAYS, CURBS, AND LANDSCAPING PRIOR TO

CONSTRUCTION. DAMAGE TO EXISTING ROADWAYS, CURBS, AND

LANDSCAPING CAUSED BY CONSTRUCTION TRAFFIC, SHALL BE

REPAIRED TO THE GOVERNMENT'S SATISFACTION AT NO ADDITIONAL

COST.

4. TRAFFIC CONTROL: IF DEEMED NECESSARY BY EITHER THE

CONTRACTOR OR GOVERNMENT, THE CONTRACTOR SHALL, AT NO

ADDITIONAL COST TO THE GOVERNMENT, PREPARE AND SUBMIT A

TRAFFIC CONTROL PLAN IN KEEPING WITH THE LATEST MUTCD MANUAL

FOR APPROVAL.

5. FLAGMEN: PROVIDE AND MAINTAIN FLAG MEN TO DIRECT AND CONTROL

CONSTRUCTION TRAFFIC WHERE ALL UTILIZED HAUL ROUTES ARE ON

ACTIVE ROADWAYS OR CROSS ACTIVE ROADS. COORDINATE FLAGMEN

LOCATIONS WITH THE CONTRACTING OFFICER.

6. TEMPORARY HAUL ROUTES: CONTRACTOR SHALL BE RESPONSIBLE FOR

CONSTRUCTING AND MAINTAINING TEMPORARY HAUL ROUTES AS

REQUIRED. CONTRACTOR SHALL RESTORE HAUL ROUTES TO EXISTING

OR BETTER CONDITIONS AT THE COMPLETION OF PROJECT.

7. LAND DISTURBANCE PERMIT: IF LOCATED OUTSIDE THE PERMIT AREA

OF DISTURBANCE FOR THE PROJECT, THE CONTRACTOR SHALL OBTAIN

A SEPARATE LAND DISTURBANCE/STORMWATER PERMIT FOR

CONSTRUCTION OF HAUL ROUTES.

8. APPEARANCE: THE CONTRACTOR SHALL MAINTAIN THE HAUL ROUTES

IN A GOOD STATE OF APPEARANCE.

9. FOD: THE CONTRACTOR SHALL MAINTAIN THE HAUL ROUTES SUCH

THAT IT DOES NOT GENERATE OR BECOME A SOURCE OF FOREIGN

OBJECT DEBRIS.

AR94997

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DKFX 1098455/1073222

N.T.S.G-101

1 AERIAL MAP / CONTRACTOR HAUL ROUTE

N.T.S.G-101

2 CONTRACTOR LAYDOWN AREA

SIMULATOR BAY

1 (WST-2)

SIMULATOR BAY

2 (WST-1)

SIMULATOR BAY

3 (WST-9)

SIMULATOR BAY

4 (WST-21)

PHASE 1PHASE 2

PHASE 3PHASE 4

PHASE 5PHASE 6

P H

A S

WSTLS

LS ROOM

COMPUTER

ROOM

COMPUTER

ROOM

COMPUTER

ROOM

COMPUTER

ROOM

SIMULATOR BAY

1 (WST-2)

SIMULATOR BAY

2 (WST-1)

SIMULATOR BAY

3 (WST-9)

139SIMULATOR BAY

4 (WST-21)

PHASE 1PHASE 2

PHASE 3PHASE 4

PHASE 5

P H

A S

PHASE 7

PHASING NOTES

PHASE 1:

WORK SHALL BE LIMITED TO SIMULATOR BAY 1 AND COMPUTER ROOM SERVING

SIMULATOR BAY 1. EQUIPMENT IN BOTH THE HYDRAULIC ROOM AND MECHANICAL

ROOM SERVING SIMULATOR BAY 1 AND 2 SHALL ALSO BE PART OF THIS PHASE.

EQUIPMENT SERVING SIMULATOR BAY 2 SHALL REMAIN OPERATIONAL DURING

WORK TO SIM BAY 1 EQUIPMENT. ANY SIMULATOR OUTAGES SHALL BE

COORDINATED AND APPROVED BY THE GOVERNMENT PRIOR TO CONSTRUCTION

STARTING.

PHASE 2:

PHASE 3:

PHASE 4:

PHASE 5:

WORK INCLUDES REPAIRS TO ADMIN AREAS OF THE BUILDING. WORK SHALL BE

COORDINATED WITH THE GOVERNMENT AND END USERS PRIOR TO START OF ANY

PORTION OF WORK. WORK SHALL BE DONE IN CONJUNCTION WITH PHASES 1-4.

CONTRACTOR SHALL PRIORITIZE WORK IN CORRIDORS FOR QUICK COMPLETION TO

MINIMIZE DOWNTIME.

PHASE 6:

WORK INCLUDES ANY MODIFICATIONS TO THE EXISTING MECHANICAL ELECTRICAL

AND COMMUNICATIONS SYSTEMS SERVING THE ENTIRE BUILDING. COORDINATE

ANY PARTICULAR OUTAGES THAT MAY AFFECT PREVIOUS PHASES. WORK SHALL BE

DONE IN CONJUNCTION WITH PHASES 1-4.

WORK SHALL BE LIMITED TO SIMULATOR BAY 2 AND COMPUTER ROOM SERVING

SIMULATOR BAY 2. EQUIPMENT IN BOTH THE HYDRAULIC ROOM AND MECHANICAL

ROOM SERVING SIMULATOR BAY 1 AND 2 SHALL ALSO BE PART OF THIS PHASE.

EQUIPMENT SERVING SIMULATOR BAY 1 SHALL REMAIN OPERATIONAL DURING

WORK TO SIM BAY 2 EQUIPMENT. ANY SIMULATOR OUTAGES SHALL BE

COORDINATED AND APPROVED BY THE GOVERNMENT PRIOR TO CONSTRUCTION

STARTING.

WORK SHALL BE LIMITED TO SIMULATOR BAY 3, COMPUTER ROOM SERVING

SIMULATOR BAY 3, EQUIPMENT IN THE HYDRAULIC ROOM, AND MECHANICAL ROOM

SERVING SIMULATOR BAY 3. ANY SIMULATOR OUTAGES SHALL BE COORDINATED

AND APPROVED BY THE GOVERNMENT PRIOR TO CONSTRUCTION STARTING.

WORK SHALL BE LIMITED TO SIMULATOR BAY 4, COMPUTER ROOM SERVING

SIMULATOR BAY 4, EQUIPMENT IN THE HYDRAULIC ROOM, AND MECHANICAL ROOM

SERVING SIMULATOR BAY 4. ANY SIMULATOR OUTAGES SHALL BE COORDINATED

AND APPROVED BY THE GOVERNMENT PRIOR TO CONSTRUCTION STARTING.

PHASE 7:

WORK INCLUDES ANY MODIFICATIONS AND REPAIRS TO THE EXISTING ROOF

SYSTEM AND COMPONENTS. WORK SHALL BE DONE IN CONJUNCTION WITH PHASES

1-4.

GENERAL NOTES

1. REFER TO SPECIFICATION SECTION 01 14 00 - WORK RESTRICTIONS FOR ADDITIONAL

REQUIREMENTS.

2. COORDINATION SHALL BE DONE THROUGH THE CONTRACTING OFFICER'S

REPRESENTATIVE. THE CONTRACTOR SHALL REVIEW WITH THE BUILDING OCCUPANTS

THE ANTICIPATED WORK SCHEDULE AND SEQUENCE OF CONSTRUCTION PRIOR TO THE

COMMENCEMENT OF CONSTRUCTION ACTIVITIES.

3. THE FINAL WORK SCHEDULE AND SEQUENCE SHALL BE SUBMITTED TO THE

CONTRACTING OFFICER'S REPRESENTATIVE PRIOR TO THE COMMENCEMENT OF WORK.

4. AREAS SHOWN ARE APPROXIMATE LIMITS OF WORK. SEE MECHANICAL AND ELECTRICAL

FOR ADDITIONAL DETAILS.

5. CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND SEQUENCING.

6. WIRELESS DEVICES SUCH AS TWO-WAY RADIOS, CAMERAS, AND CELL PHONES ARE

PROHIBITED IN SECURE AREAS UNLESS SPECIFICALLY AUTHORIZED BY TENANT.

7. VISITORS MUST SIGN IN/OUT EACH DAY AND OBTAIN VISITOR BADGES FROM TENANT.

BADGES MUST BE RETURNED AT THE END OF EACH WORK DAY. A BASE BADGE IS BE

REQUIRED FOR ALL WHO ACCESS THE BASE.

8. PHASING OF THE CONSTRUCTION IS REQUIRED FOR THE WORK. THE FACILITY WILL BE

IN FULL OPERATION AND FUNCTIONING IN SOME CAPACITY 24/7, AND ONLY ONE

SIMULATOR BAY CAN BE DOWN AT ANY TIME DURING CONSTRUCTION THE PHASING OF

CONSTRUCTION REQUIRES FULL COORDINATION WITH THE TENANT SINCE THE BUILDING

IS A SECURE FACILITY WITH LIMITED ACCESS. WORK EFFORT WILL BE LIMITED TO THE

ABILITY OF THE TENANT TO PROVIDE ESCORTS FOR THE CONSTRUCTION STAFF AT ANY

GIVEN TIME. FOR BIDDING AND PLANNING PURPOSES, THE TENANT PLANS TO PROVIDE

TWO ESCORTS MONDAY THROUGH FRIDAY, FROM 7:00 TO 3:30 PM. CONTRACTORS WILL

BE REQUIRED TO STAY IN IN SIGHT OF THEIR ESCORT AT ALL TIMES INSIDE BUILDING 108

SECURE SPACES. FIVE CONTRACTOR PERSONNEL PER ESCORT IS THE MAXIMUM

ALLOWED PER ESCORT; WITH THE EXCEPTION OF WORKING INSIDE A SIMULATOR

BAY. WORKING INSIDE ONE SIMULATOR BAY, ONE OF THE BASE TENANT ESCORTS CAN

ACCOMPANY UP TO TEN CONTRACTOR PERSONNEL, WHILE THE SECOND BASE TENANT

ESCORT CAN ONLY ACCOMPANY UP TO 5 CONTRACTOR PERSONNEL. THE TENANT

BASE PREFERENCE WILL BE TO START WORK FROM BAY 1 (EAST SIDE) AND WORK

TOWARD BAY 4 TO THE WEST SIDE. BUILDING 108 WILL BE OCCUPIED DURING

CONSTRUCTION.

9. GENERALLY THERE WILL BE 4 MAJOR PHASES WITH EACH SIMULATOR BAY (AND

ASSOCIATIVE ADMINISTRATIVE AREAS) BEING PHASED AREAS FOR WORK DUE TO THE

IMPORTANCE OF THE SIMULATOR TO THE AIR FORCE MISSION; THE REALLOCATE/MOVE

THE MAJOR PHASING AROUND AT NO COST TO THE GOVERNMENT AND PROCEED TO

ANOTHER MAJOR PHASE FOR THEIR WORK. AIR FORCE WILL PROVIDE 3 MONTHS

MINIMUM WRITTEN NOTICE OF ANY EQUIPMENT/UPGRADE MODIFICATION NEEDED THAT

WILL REQUIRE A PHASING CHANGE. THIS SCHEDULE MODIFICATION IS ONLY FOR MAJOR

SOFTWARE/EQUIPMENT CHANGES/UPGRADES REQUIRED BY THE SIMULATOR

MANUFACTURER AND THE AIR FORCE MOBILITY AIR COMMAND. CONTRACTOR IS

REQUIRED TO ADJUST HIS WRITTEN CONSTRUCTION SCHEDULE AT HIS COSTS FOR ANY

PHASING MODIFICATION.

10. THE OPERATION OF THE FACILITY IN THE RENOVATION OVERALL AREA WILL CONTINUE

WHILE THE CONSTRUCTION OF THE DIFFERENT PHASES OCCURS.

11. CONSTRUCTION PHASING IS THE RESPONSIBILITY OF THE CONTRACTOR. THE PHASES

THAT ARE SHOWN AND DESCRIBED IN THESE DOCUMENTS CAN BE SCHEDULED TO MEET

THE MILESTONE DATES IN THE CONTRACT. THE CONTRACTOR SHALL SUBMIT PROPOSED

PHASING PLANS WITH A DETAILED CONSTRUCTION SCHEDULE FOR REVIEW AND

APPROVAL PRIOR TO BEGINNING WORK.

12. THE CONTRACTOR MUST SUBMIT A DETAILED CONSTRUCTION PLAN THAT FOLLOWS

SIMILAR PHASES SHOWN BEFORE COMMENCING CONSTRUCTION ACTIVITIES.

13. CONTRACTOR MUST PROVIDE TEMPORARY DUST BARRIERS/PARTITIONS/ BETWEEN

CURRENT CONSTRUCTION PHASES.

AR94997

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PROJECT NO.

DRAWING SIZE ARCH E(30X42)

Y D

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G-111

08 NOVEMBER 2021

DKFX 1098455/1073222

R E

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F F

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DKFX 1098455/1073222

1/16" = 1'-0"G-111

1 FIRST FLOOR PHASING PLAN

1/16" = 1'-0"G-111

2 SECOND FLOOR PHASING PLAN

SCALE: 1/16" = 1'-0"

0 8' 16' 32'

PLAN

NORTH

PLAN

NORTH

AREA DENOTES KNOWN AREAS OF ACM

WITHIN THE PROJECT.

M A

T C

N E

M A

T C

N E

EXISTING BUILT-

UP ROOF

NOTE:

REMOVE ASBESTOS MATERIALS, NON-FRIABLE

ROOF FLASHING FELT AROUND ROOF

PARAPETS AND OTHER AREAS IDENTIFIED ON

ASBESTOS REPORT DATED JUNE 1, 2020 - SEE

SPECIFICATIONS.

ASBESTOS ABATEMENT NOTES

1. THIS DRAWING INDICATES AREAS OF ASBESTOS ABATEMENT. OTHER

ABATEMENT REQUIRED INCLUDING MODIFICATIONS THAT MAY EXTEND

BEYOND THE AREAS SHOWN SHALL INCLUDE ANY NECESSARY

DEMOLITION OF SPACES ADJACENT TO, ABOVE AND/ OR BELOW

REQUIRED FOR THE INSTALLATION OF WORK IN THIS PROJECT.

2. THE CONTRACTOR SHALL COORDINATE ALL ABATEMENT WORK WITH

DEMOLITION CONTRACTOR.

3. CONTRACTOR SHALL DELIVER TO THE COR COPIES OF ALL

ENVIRONMENTAL PERMITS AND ALL WASTE MANIFESTS. WASTE MAY

NOT BE STORED AND MUST BE DISPOSED OF IMMEDIATELY FOLLOWING

ABATEMENT.

4. THE ASBESTOS ABATEMENT CONTRACTOR SHALL DECONTAMINATE

ALL BUILDING MATERIALS, WHICH BECOME CONTAMINATED OR ARE

DISTURBED FROM ASBESTOS REMOVAL.

5. ASBESTOS ABATEMENT CONTRACTOR SHALL COORDINATE ON SITE

WORK WITH THE COR, GENERAL, AND SUB-CONTRACTORS TO

FACILITATE THE PROMPT COMPLETION OF ALL ASPECTS OF THE

DEMOLITION RENOVATION PROJECTS.

6. SPECIAL CARE SHOULD BE TAKEN WHEN WORKING NEAR ELECTRIC,

WATER, STEAM AND GAS SUPPLY LINES.

7. ASBESTOS ABATEMENT CONTRACTOR MAY BE RESPONSIBLE FOR

REMOVING NON-ASBESTOS MATERIALS TO ACCESS ASBESTOS

CONTAINING AND OTHER HAZARDOUS MATERIALS INCLUDING BUT NOT

LIMITED TO, DROP CEILINGS, DRYWALL ENCLOSURES, ETC..

COORDINATE SELECTIVE DEMOLITION WITH THE DEMOLITION

CONTRACTOR.

8. DEPICTION OF EXISTING CONDITIONS BASED ON OWNER-FURNISHED

DOCUMENTS AND LIMITED FIELD OBSERVATIONS. EXISTING ELEMENTS

AND CONDITIONS CONCEALED BY IN-PLACE EQUIPMENT AND FINISHES

WERE NOT OBSERVED OR INVESTIGATED. ONCE CUTTING AND

SELECTIVE DEMOLITION WORK IS COMPLETE, REPORT ANY CONFLICTS

TO DESIGNER. THE CONTRACTOR SHALL MAKE ADJUSTMENTS AND/OR

ALTERATIONS AS NECESSARY TO INSTALL COMPLETE AND OPERABLE

SYSTEMS IN ACCORDANCE WITH THE CODES HAVING JURISDICTION AT

NO ADDITIONAL COST TO THE GOVERNMENT.

9. CONTRACTOR TO DEVELOP AND PUBLISH SAFETY PLAN FOR

APPROVAL BY GOV. PRIOR TO BEGINNING THEIR WORK. PLAN TO

INCLUDE MEANS AND METHODS OF DEBRIS STAGING AND REMOVAL,

BOTH INTERNALLY AND EXTERNALLY.

10. COORDINATE ALL WORK AS SPECIFIED IN 02 82 00.

11. ALL ASBESTOS REMOVAL AREAS INDICATED ON THE PLANS AND

SPECIFICATIONS IS FOR INFORMATIONAL ASSISTANCE TO THE

CONTRACTOR. ALL MATERIALS MUST BE FIELD VERIFIED FOR SIZE AND

QUANTITIES. ROOFING MATERIALS WHICH HAVE ASBESTOS CONTAINING

MATERIALS (ACM) ARE PRESENT. THE CONTRACTOR SHALL REMOVE ALL

ACM ON SPECIFIED AREAS WHETHER OR NOT SHOWN OR ACCURATELY

INDICATED. THESE SPECIFICATIONS SHALL BE USED AS A GUIDE AND DO

NOT LIMIT THE CONTRACTORS RESPONSIBILITY TO SEEK AND REMOVE ALL

ACM AS SPECIFIED.

12. CONTRACTOR SHALL USE EXTREME CARE AND CAUTION DURING ALL

ABATEMENT PROCEDURES. CONTRACTOR SHALL CONDUCT REMOVAL OF

ALL MATERIALS FROM THE SITE WITH A MINIMUM DISTURBANCE AND

PROVIDE REGULAR MAINTENANCE AND PROTECTION OF THE BUILDING

PREMISES, STAGING AREA, TRANSPORTATION ROUTES, ETC.,

THROUGHOUT THE BUILDINGS.

13. ALL ASBESTOS REMOVAL SHALL BE PERFORMED IN ACCORDANCE

WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL LAWS,

REGULATIONS, ORDERS AND DIRECTIVES INCLUDING WITHOUT

LIMITATIONS THOSE OF THE RESPONSIBLE STATE OF SOUTH CAROLINA

AGENCIES, U.S. ENVIRONMENTAL PROTECTION AGENCY (USEPA), U.S.

DEPARTMENT OF LABOR, OCCUPATIONAL SAFETY AND HEALTH

ADMINISTRATION (OSHA), NATIONAL INSTITUTE OF OCCUPATIONAL

SAFETY AND HEALTH (NIOSH), STATE OF SOUTH CAROLINA

DEPARTMENT OF HEALTH AND ENVIRONMENTAL CONTROL (SCDHEC).

14. CONTRACTOR SHALL DEVELOP AND IMPLEMENT WRITTEN STANDARD

OPERATING PROCEDURES FOR ABATEMENT WORK TO ENSURE

MAXIMUM PROTECTION AND SAFEGUARDS FOR ASBESTOS EXPOSURE

TO WORKERS, EMPLOYEES, GENERAL PUBLIC, AND THE ENVIRONMENT.

15. ASBESTOS MATERIALS IDENTIFIED IN THE CONSULTANT ASBESTOS

SURVEY REPORT DATED JUNE 1, 2020, MUST BE REMOVED PRIOR TO

ANY RENOVATION OR DEMOLITION ACTIVITIES MAKES NO CLAIMS AS

TO THEIR ACCURACY OR FOR QUANTITIES DERIVED THROUGH THEIR

USE.

16. CONTRACTOR SHALL PROVIDE ALL SIGNS, LABELS, WARNINGS AND

POSTED INSTRUCTIONS THAT ARE NECESSARY TO PROTECT, INFORM

AND WARN PEOPLE OF THE HAZARD FROM ASBESTOS EXPOSURE.

17. THE ASBESTOS ABATEMENT CONTRACTOR SHALL PREPARE THE WORK

AREA FOR REMOVAL IN ACCORDANCE WITH STATE OF SOUTH

CAROLINA DEPARTMENT OF HEALTH RULES AND ENVIRONMENTAL

CONTROL (SCDHEC), REGULATION 61.86.1 STANDARDS OF

PERFORMANCE FOR ASBESTOS PROJECTS.

AR94997

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RECORD DRAWING DATE

PROJECT NO.

DRAWING SIZE ARCH E(30X42)

Y D

SEAL AREA

O C

C E

, F L

B Y:

D R

B Y:

C H

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O F

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08 NOVEMBER 2021

DKFX 1098455/1073222

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DKFX 1098455/1073222

1/8" = 1'-0"G-121

1 ASBESTOS ABATEMENT ROOF PLAN

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

0 4' 8' 16'

34.36

34.11

33.52

33.70

FFE: 35.70'

34.36

34.11 33.52

33.70

34.34

SCO

34.78

(35)

(34)

(35)

(36)

(37)

(3 8)

34.8

35.5 36.5

36.5

34.5

35.5

36.5

49.47'

TGA 37.29

TGA 37.39

36.39 36.85

35.95

35.80

34.8

34.5

35.5

36.5

49.47'

TGA 37.29

TGA 37.39

36.39 36.85

35.95

35.80

0 10' 20'

S, S

N S

4" M

(1) PVC CAP,

SIZE TO MATCH DRAIN

BASIN, DO NOT SOLVENT

WELD TO STRUCTURE

NOTES:

1. THE UNIFORMLY OPEN GRADED COARSE AGGREGATE

SHALL BE SIZE NO. 8 PER ASTM C 33 OR NO. 89 COARSE

AGGREGATE ( 3

64 TO 38-IN PER ASTM D448), SIMILAR IN SIZE

TO PEA GRAVEL.

2. THE UNIFORMLY OPEN GRADED COARSE AGGREGATE

SHALL HAVE FINE SAND AND SMALLER PARTICLES

REMOVED FROM THE STONE LAYER TO PROVIDE BETTER

PERMEABILITY AND A STORMWATER RUNOFF STONE

BASE RESERVOIR.

3. THE OPEN GRADED COARSE AGGREGATE SHALL

PROVIDE A MINIMUM VOID RATIO OF 0.40.

4. THE COARSE AGGREGATE SUBBASE LAYER SHALL BE IN

ACCORDANCE WITH THE SOUTH CAROLINA DEPARTMENT

OF TRANSPORTATION STANDARD SPECIFICATIONS,

LATEST EDITION, SECTION 305, GRADED AGGREGATE

BASE.

5. STRUCTURE SHALL BE SIMILAR TO NYLOPLAST STORM

DRAIN OR APPROVED EQUAL SYSTEM.

WATERTIGHT JOINT VARIABLE SUMP DEPTH

ACCORDING TO PLANS

(6" MIN. BASED ON

MANUFACTURING REQ.)

OUTLET ADAPTOR FOR

PERFORATED PVC PIPE

3 STORM DRAIN BASIN STRUCTURE

NTS

NOTES:

1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.

4 FRENCH DRAIN SYSTEM DETAIL

1/2" = 1'-0"

NON-WOVEN GEOTEXTILE FABRIC.

OVERLAP 6" AT TOP AND ALL SEAMS

18"

5' MIN

6" METAL

LANDSCAPE

BARRIER

O F

ILD

1 EXISTING CONDITIONS PLAN

1" = 10'

2 DRAINAGE PLAN

1" = 10'

CIVIL KEYNOTES

KEY NOTE:

PROPOSED STRUCTURE #1

BUBBLE-UP STORM STRUCTURE W/ TYPE 1 FRAME, GRATE

AND HOOD

STRUCTURE #1:

A. SCDOT TYPE 1 (3'-6”X4')

B. GRATE EL = 34.00

C. INV EL = 32.20 (8" PVC-E)

PROPOSED 8” PVC STORM DRAIN PIPE, 37 LF @ 3% SLOPE

PROPOSED 8” PVC STORM DRAIN PIPE, 10 LF @ 3% SLOPE

PROPOSED 8” PVC 45-DEGREE BEND

PROPOSED 8” PVC 22.5-DEGREE BEND

PROPOSED 8” PERFORATED PVC PIPE, 7 LF @ 3% SLOPE

PROPOSED 8” PERFORATED PVC PIPE, 35 LF @ 3% SLOPE

PROPOSED 8” PVC 45-DEGREE BEND WITH 8"x8" PVC WYE

AND CLEANOUT

PROPOSED STRUCTURE #2

12” DIA STORM DRAIN BASIN,

INV EL = 33.95 (8" PVC-N&E)

SEE DETAIL 3 THIS SHEET

PROPOSED STRUCTURE #3

12” DIA STORM DRAIN BASIN,

INV EL = 35.00 (8" PVC-W)

SEE DETAIL 3 THIS SHEET

EXISTING 3.5'X10' CONCRETE LANDING

PROPOSED 5' WIDE GRAVEL FRENCH DRAIN SYSTEM, SEE

DETAIL 4

ROOF LEADER DOWNSPOUT CONNECTED TO STORM DRAIN

BASIN. 6" PVC PIPE, 3 LF @ 0.55% SLOPE

A. INV UP = 36.85

B. INV DOWN = 36.83

EXISTING RIPRAP, PROTECT

UNIFORMLY GRADED COARSE AGGREGATE

ROOF LEADER DOWNSPOUT CONNECTED TO STORM DRAIN

BASIN. 6" PVC PIPE, 3 LF @ 0.55% SLOPE

A. INV UP = 36.39

B. INV DOWN = 36.37

SHEET OF

RECORD DRAWING DATE

PROJECT NO.

DRAWING SIZE ARCH E(30X42)

B Y

SEAL AREA

9 E

A, F

L 3

SIG

N B

K B

LIT

, S

IRA D

MANCOM

IT Y

BIL

E W

BAIR AS

IN628TH

C-100

08 NOVEMBER 2021

DKFX 1098455/1073222

ILI

E, H

S, RO

LIG

, B .10

VIL

S A

AIL

De sig ne r

Au tho r Ch ec ke r

DKFX 1098455/1073222

BUILDING 108

FFE = 35.70

BUILDING 108

FFE = 35.70

EXISTING

SWMF

EXISTING

SWMF

REFER TO SURVEY SHEET FOR EXISTING CONDITIONS LEGEND.

CIVIL LEGEND

STORM DRAIN PIPE

PERFORATED STORM PIPE

FRENCH DRAIN

EXISTING BUILDING

DOWNSPOUT, SEE ARCHITECTURAL

STORM DRAIN BASIN STRUCTURE

EXISTING SURFACE CONTOUR

NEW SURFACE CONTOUR34

(34)

DIRECTION OF SURFACE FLOW

EXIST. 18" RCP

NOTES:

1. DISTURBED AREAS SHALL BE SODDED WITH BERMUDA GRASS.

2. THE CONTRACTOR SHALL SUBMIT AN EROSION CONTROL PLAN FOR WORK DURING CONSTRUCTION, SIGNED AND

STAMPED BY A REGISTERED CIVIL ENGINEER PRIOR TO THE START OF CONSTRUCTION.

3. THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION AND MAINTENANCE OF OR EROSION CONTROL

MEASURES CONTAINED WITHIN THE CONTRACT SPECIFICATIONS OR AS REQUIRED BY THE BASE OR OTHER REGULATORY AUTHORITY. THE CONTRACTOR SHALL ALSO PROVIDE ANY ADDITIONAL EROSION CONTROL MEASURES DICTATED BY FIELD CONDITIONS TO PREVENT EROSION OR THE INTRODUCTION OF DIRT OR DEBRIS INTO EXISTING WATERWAYS OR ONTO ADJACENT PROPERTIES DURING ANY PHASE OF CONSTRUCTION

OPERATIONS.

4. CONTRACTOR SHALL REGRADE DISTURBED AREAS WITHIN THE PROJECT TO PERPETUATE POSITIVE DRAINAGE TOWARD EXISTING NATURAL LOW POINTS AND/OR STORM STRUCTURES. EXISTING RUNOFF PATTERNS AND CONDITIONS OUTSIDE THE PROJECT LIMITS SHALL NOT BE CHANGED WITHOUT PRIOR APPROVAL OF THE ENGINEER

OF RECORD AND BASE COR.

0 10' 20'

TOS 36.09

TOS 36.28 TOS 36.09

TOS 35.90

36.5 NEW SPOT ELEVATION

TOP OF CONCRETE SLAB ELEVATION (EXISTING)TOS 36.28

STRUCTURE BACKFILL OR

COARSE AGGREGATE

MATERIAL

NOTES:

1. THE UNIFORMLY OPEN GRADED COARSE AGGREGATE SHALL BE SIZE NO. 8 PER

ASTM C 33 OR NO. 89 COARSE AGGREGATE ( 3

64 TO 38-IN PER ASTM D448), SIMILAR IN

SIZE TO PEA GRAVEL.

2. THE UNIFORMLY OPEN GRADED COARSE AGGREGATE SHALL HAVE FINE SAND AND

SMALLER PARTICLES REMOVED FROM THE STONE LAYER TO PROVIDE BETTER

PERMEABILITY AND A STORMWATER RUNOFF STONE BASE RESERVOIR.

3. THE OPEN GRADED COARSE AGGREGATE SHALL PROVIDE A MINIMUM VOID RATIO

OF 0.40.

4. THE COARSE AGGREGATE SUBBASE LAYER SHALL BE IN ACCORDANCE WITH THE

SOUTH CAROLINA DEPARTMENT OF TRANSPORTATION STANDARD

SPECIFICATIONS, LATEST EDITION, SECTION 305, GRADED AGGREGATE BASE.

UNIFORMLY GRADED COARSE

AGGREGATE

34.34 EXISTING SPOT ELEVATION

INV = 32.51

OUTLET ADAPTOR

FOR ROOF LEADER

Ø 7.85"

Ø 9.85"

STORM DRAIN BASIN STRUCTURE

CASTING DETAIL STORM DRAIN BASIN STRUCTURE

SECTION VIEW

8" YARD DRAIN

STRUCTURE BACKFILL OR

COARSE AGGREGATE

MATERIAL

FINISH GRADE

8" PVC TO STORM

DRAIN COLLECTION

SYSTEM

NTS

5 ENLARGED DRAINAGE PLAN

1" = 5'

0 5' 10'

INV = 32.51

36.39 EXISTING GROUND ELEVATION

TOP OF GRADED COARSE AGGREGATE ELEVATIONTGA 36.28

C-100

ENLARGED DRAINAGE PLAN

DIRECTION OF PIPE FLOW

6 80

PL PROPERTY LINE

PLAM PLASTIC LAMINATE

PLYWD PLYWOOD

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

PVC POLYVINYL CHOLORIDE

R RADIUS, RANGE, RISER

RCP REFLECTED CEILING PLAN

RD REINFORCING STEEL BARS REBAR

REF REFERENCE, REFRIGERATOR

REG REGISTER

REINF REINFORCE

RET RETURN

REV REVISION

RH RIGHT HAND

RM ROOM

ROW RIGHT OF WAY

SC SOLID CORE

SCHED SCHEDULE

SD STORM DRAIN

SECT SECTION

SF SQUARE FOOT(FEET)

SHT SHEET

SIM SIMILAR

SPEC SPECIFICATION

SPKR SPEAKER

SQ SQUARE

SS SERVICE SINK

SST STAINLESS STEEL

STC SOUND TRANSMISSION CLASS

STD STANDARD

STOR STORAGE

STRUCT STRUCTURAL

SUSP SUSPEND

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

TE TOP ELEVATION

TEL TELEPHONE

TOC TOP OF CONCRETE

TOS TOP OF SLAB, TOP OF STEEL

TV TELEVISION

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VERT VERTICAL

VCT VINYL COMPOSITION TILE

VTR VENT THROUGH ROOF

W WASHER, WEST, WIDE

W/ WITH

W/O WITHOUT

WB WOOD BASE

WC WATER CLOSET

WD WOOD

WH WATER HEATER

WP WATERPROOFING

WSCT WAINSCOT

ACT ACOUSTICAL CEILING TILE

ADJ ADJACENT, ADJOINING, ADJUSTABLE

AFF ABOVE FINISHED FLOOR

ALT ALTERNATE

ALUM ALUMINUM

ARCH ARCHITECT(URAL)

BD BOARD

BLDG BUILDING

BOT BOTTOM

BRG BEARING

BRG PL BEARING PLATE

BUR BUILT-UP ROOFING

CF/CI CONTRACTOR FURNISHED

CONTRACTOR INSTALLED

CF/GI CONTRACTOR FURNISHED/

GOVERNMENT INSTALLED

CID COMPREHENSIVE INTERIOR

DESIGN PACKAGE

CIP CAST-IN-PLACE, CAST IRON PIPE

CJ CONSTRUCTION JOINT/CONTROL

JOINT

CL CENTER LINE, CLASS, CLOSE

CLG CEILING

CLR CLEAR, COLOR, COOLER

CMU CONCRETE MASONRY UNIT

CPT CARPET

COL COLUMN

CONC CONCRETE

CONT CONTINUE, CONTINUOUS

CONTR CONTRACT, CONTRACTOR

COR CONTRACTING OFFICER'S

REPRESENTATIVE

CORR CORRIDOR

COTR CONTRACTING OFFICER

TECHNICAL REPRESENTATIVE

CU FT CUBIC FEET

CU YD CUBIC YARD

D DRYER

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIM DIMENSION

DS DOWNSPOUT

DW DISHWASHER

DWG DRAWING

EL ELEVATION

ELEC ELECTRIC(AL)

ELEV ELEVATOR

EQ EQUAL

EQUIP EQUIPMENT

EWS EYE WASH STATION

EWC ELECTRIC WATER COOLER

EXIST EXISTING

EXT EXTERIOR

FA FIRE ALARM

FD FLOOR DRAIN

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF EL FINISH FLOOR ELEVATION

FIN GR FINISH GRADE

FLR FLOOR

FP FIREPROOF

FT FEET, FOOT

FTG FOOTING

GA GAGE

GALV GALVANIZED IRON

GB GRAB BAR

GC GENERAL CONTRACTOR

GF/GI GOVERNMENT FURNISHED/

GOVERNMENT INSTALLED

GF/CI GOVERNMENT FURNISHED/

CONTRACTOR INSTALLED

GL GLASS

GLZ GLAZING

GMS GALVANIZED METAL STUD

GYP BD GYPSUM BOARD

HB HOSE BIBB

HM HOLLOW METAL

HORIZ HORIZONTAL

HT HEIGHT

HVAC HEATING/VENTILATING/AIR COND

IBC INTERNATIONAL BUILDING CODE

INCL INCLUDED

INSUL INSULATION

INT INTERIOR

LAM LAMINATE

LAV LAVATORY

LH LEFT HAND

MAX MAXIMUM

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MS MOP SINK

MT MOUNT

MTD MOUNTED

MTG MEETING

MTL METAL

MW MICROWAVE

NIC NOT IN CONTRACT

NOM NOMINAL

NTS NOT TO SCALE

OC ON CENTER

OF/OI OWNER FURNISH/

OWNER INSTALLED

OF/CI OWNER FURNISH/

CONTRACTOR INSTALLED

OH OVERHANG, OVERHEAD

OH DR OVERHEAD (COILING) DOOR

OPNG OPENING

OPP OPPOSITE

PCF POUNDS PER CUBIC FOOT

ABBREVIATIONS

ROOM NAME / NUMBER

DESIGNATION

DOOR NUMBER

WINDOW / LOUVER

TYPE

WALL TYPE

ELEVATION

TARGET

ELEVATION NUMBER

INTERIOR ELEVATION

SYMBOL

SHEET ON WHICH

ELEVATION IS DRAWN

ELEVATION NUMBER

EXTERIOR ELEVATION

SYMBOL

SHEET ON WHICH

ELEVATION IS DRAWN

NORTH ARROW

SECTION NUMBER

SECTION SYMBOL

SHEET ON WHICH

SECTION IS DRAWN

DETAIL NUMBER

DETAIL SYMBOL

SHEET ON WHICH

DETAIL IS DRAWN

PLAN

NORTH

A101

SIM

4 A-200

ROOM NAME

A-201

PLAN NORTH

TRUE NORTH A-201

SYMBOLS LEGEND

GENERAL NOTES

1. THE CONTRACTOR MUST VISIT THE SITE TO OBSERVE ACTUAL

CONDITIONS AND ASSESS THE FULL SCOPE OF THE PROJECT PRIOR TO

EXECUTING THE CONTRACT.

2. THE CONTRACTOR SHALL VERIFY THE PROPOSED SCOPE OF WORK

(INCLUDING DIMENSIONS, LAYOUT, ETC.) PRIOR TO INITIATING THE

IMPROVEMENTS IDENTIFIED WITHIN THESE DOCUMENTS. SHOULD ANY

DISCREPANCY BETWEEN THE EXISTING SITE CONDITIONS AND THE

PROPOSED WORK BE FOUND, THE CONTRACTOR SHALL NOTIFY THE

CONTRACTING OFFICER REPRESENTATIVE PRIOR TO THE START OF

CONSTRUCTION.

3. BUILDING 108 WILL REMAIN IN OPERATION THROUGHOUT ENTIRE

CONSTRUCTION PROCESS.

4. CONTRACTOR MUST COORDINATE WITH CONTRACTING OFFICER

REPRESENTATIVE (C.O.R.) FOR AFTER BUILDING HOURS CONSTRUCTION.

5. A PROTECTIVE SEALED ENVELOPE BETWEEN ACTIVE/INACTIVE

CONSTRUCTION AREAS DURING EACH PHASE MUST BE PROVIDED.

6. A CLEAN UNOBSTRUCTIVE PATH TO THE AREA OF WORK MUST BE

MAINTAINED AT ALL TIMES.

7. SUPPORT UTILITY SYSTEMS WILL BE MAINTAINED AT ALL HOURS OF

OPERATION. ANY NECESSARY INTERRUPTION MUST BE AUTHORIZED WITH

THE CONTRACTING OFFICER REPRESENTATIVE.

8. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND ENSURE

THAT ALL REQUIRED APPROVALS HAVE BEEN OBTAINED PRIOR TO THE

START OF CONSTRUCTION. COPIES OF ALL REQUIRED PERMITS AND

APPROVALS SHALL BE KEPT ON-SITE AT ALL TIMES DURING

CONSTRUCTION.

9. THE CONTRACTOR IS RESPONSIBLE TO RESTORE ANY DAMAGED OR

UNDERMINED BUILDING SYSTEM THAT ARE IDENTIFIED TO REMAIN. ALL

REPAIRS SHALL USE NEW MATERIALS TO RESTORE THE FEATURE TO ITS

EXISTING CONDITION AT THE CONTRACTOR'S EXPENSE.

10. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BARRICADES AND

OTHER FORMS OF PROTECTION AS REQUIRED TO PROTECT THE

GOVERNMENT PERSONNEL, OCCUPANTS, AND OFFICIAL VISITORS FROM

INJURY DUE TO WORK.

11. ANY EXISTING MECHANICAL OR ELECTRICAL DEVICES, OR EQUIPMENT

AFFECTED BY ANY RENOVATION AND NOT CALLED FOR TO BE REMOVED

OR DISCONNECTED, SHALL BE RESTORED AND LEFT IN FULL OPERATING

CONDITION.

12. EXISTING FURNITURE AND EQUIPMENT IN AREAS REQUIRING CEILING

WORK MUST BE COVERED AND PROTECTED BY THE CONTRACTOR

DURING CONSTRUCTION.

13. CONDITIONS AS SHOWN ARE BASED ON AS-BUILT DRAWINGS PROVIDED

BY THE GOVERNMENT AND LIMITED FIELD INVESTIGATION. THE

CONTRACTOR SHALL REPORT ANY DISCREPANCIES BETWEEN

CONDITIONS SHOWN ON DRAWINGS AND FIELD CONDITIONS TO THE COR

PRIOR TO PROCEEDING WITH CONSTRUCTION.

AR94997

DERETSI

E R

A R C H

E C

FOETAT

FL O R ID

R ICE

ACREBO

R LT

MAN

IT Y

B I L

E W

A IR AS

I N 62 8T H

SHEET OF

RECORD DRAWING DATE

PROJECT NO.

DRAWING SIZE ARCH E(30X42)

Y D

SEAL AREA

O C

C E

, F L

B Y:

D R

B Y:

C H

E N

O F

F O

R C

R M

C O

M M

C H

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.r v t

A-001

08 NOVEMBER 2021

DKFX 1098455/1073222

R E

P A

A C

Y E

N V

P E

, H V

A C

R E

P A

O O

F F

H T

T O

R , B

, N O

S, A

N S

E K.

W H

D . A

R R

DKFX 1098455/1073222

A-101

A-102

A-103

A-104

AR94997

DERETSI

E R

A R C H

E C

FOETAT

FL O R ID

R ICE

ACREBO

R LT

MAN

IT Y

B I L

E W

A IR AS

I N 62 8T H

SHEET OF

RECORD DRAWING DATE

PROJECT NO.

DRAWING SIZE ARCH E(30X42)

Y D

SEAL AREA

O C

C E

, F L

B Y:

D R

B Y:

C H

E N

O F

F O

R C

R M

C O

M M

C H

N , S

T B

A S

E C

H A

S T

O N

11-08-2021

/5 /2

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\P ro je c ts

-2

J B

C h a rl e s to n

R e n o k a

.w h it e b u llt ic e .c o m

.r v t

A-100

08 NOVEMBER 2021

DKFX 1098455/1073222

R E

P A

A C

Y E

N V

P E

, H V

A C

R E

P A

O O

F F

H T

T O

R , B

O O

R P

S -E

O N

E K.

W H

D . A

R R

DKFX 1098455/1073222

1/16" = 1'-0"A-100

1 FIRST FLOOR EXISTING / DEMOLITION PLAN OVERALL

1/16" = 1'-0"A-100

2 SECOND FLOOR EXISTING / DEMOLITION PLAN OVERALL

SCALE: 1/16" = 1'-0"

0 8' 16' 32'

PLAN

NORTH

CSSR

STAIR

SIMULATOR BAY

4 (WST-21)

LS ROOM

ELEC.

STAIR

COMPUTER

ROOM

STOR.

ELEV EQUIP.

CORRIDOR

BRIEFING ROOM

COMPUTER

ROOM

SIMULATOR BAY

3 (WST-9)

COMM.

CORRIDOR

WOMEN

MEN

ELEV.

HYDRAULIC

ROOM

INSTRUCTORS

OFFICE

WSTLS

134 CORRIDOR

CORRIDOR

BREAK

BRIEFING ROOM

STOR.

M A

T C

N E

A -1

A T

C H

1/ A

-1

OPEN TO ABOVE

D1 D2

DEMOLITION SHEET NOTES

D1 REMOVE EXISTING ACOUSTICAL CEILING TILE AND GRID IN ITS

ENTIRETY.

D2 EXISTING CEILING MOUNTED DEVICES TO REMAIN, ENSURE ALL

DEVICES ARE REMOVED AND STORED FOR RE-INSTALLATION. SEE

MECHANICAL, ELECTRICAL, AND FIRE PROTECTION FOR ADDITIONAL

REQUIREMENTS.

D3 EXISTING GYPSUM BOARD CEILING TO REMAIN. REMOVE ANY DAMAGED

PORTIONS AND REPLACE. CEILING TO BE REPAIRED TO A LIKE NEW

CONDITION.

D4 EXISTING ACOUSTICAL CEILING TILE TO REMAIN. ENSURE CEILING

REMAINS PROTECTED DURING CONSTRUCTION. CONTRACTOR SHALL

REPLACE ANY TILES DAMAGED DUE TO CONSTRUCTION. SEE

RELFECTED CEILING PLANS A-151 TO A-154 FOR ANY LOCATIONS OF

TILE REPLACEMENT.

D5 REMOVE EXISTING PRE FINISHED METAL SOFFIT PANELS.

D6 REMOVE EXISTING GYPSUM BOARD CEILING.

D7 EXISTING LOUVER TO BE REMOVED AND STORED FOR

REMOVAL/INSTALLATION OF NEW HVAC EQUIPMENT. CONTRACTOR IS

RESPONSIBLE FOR INSTALLING A TEMPORARY MEANS OF CLOSING AREA

OFF AREA DURING CONSTRUCTION. LOUVER TO BE REINSTALLED ONCE

WORK TO MECHANICAL ROOM HAS BEEN COMPLETED. A SECURE

PERIMETER SHALL BE MAINTANED DURING CONSTRUCTION IN THIS

AREA. COORDINATE WITH COR TO MAKE ROOM SECURE PRIOR TO

REMOVING PANEL.

D8 REMOVE EXISTING BATT INSULATION INSTALLED ABOVE EXISTING

CEILING.

D9 EXISTING GYPSUM BOARD CEILING TO REMAIN.

D10 EXISTING BRIDGE CRANE TO REMAIN. ENSURE BRIDGE CRANE REMAINS

PROTECTED DURING CONSTRUCTION. STOP 6" SHORT OF BRIDGE CRANE

SUPPORT MEMBERS IF GYPSUM BOARD REMOVAL IS REQUIRED.

GENERAL NOTES

1. THE WORK IDENTIFIED ON THE DEMOLITION PLAN PROVIDES GENERAL

INFORMATION ON THE EXISTING FEATURES TO BE DEMOLISHED AND/OR

REMOVED.

2. VERIFY ALL CONDITIONS TO BE REMOVED BEFORE PROCEEDING WITH THE

DEMOLITION WORK.

3. THE CONTRACTOR IS RESPONSIBLE TO DETERMINE THE MEANS AND

METHODS OF DEMOLITION ACTIVITIES.

4. ALL WASTE/DEBRIS GENERATED FROM DEMOLITION ACTIVITIES SHALL BE

DISPOSED PER LOCAL, STATE, AND FEDERAL REQUIREMENTS. THE

CONTRACTOR IS RESPONSIBLE TO MAINTAIN ALL RECORDS OF THE

DISPOSAL TO DEMONSTRATE COMPLIANCE WITH THE ABOVE REGULATIONS.

5. THE CONTRACTOR SHALL REPAIR, AT NO COST TO THE OWNER, DAMAGES

CAUSED TO ADJACENT AREAS BY DEMOLITION WORK.

6. PATCHING AND PAINTING OF EXISTING STUD WALLS AND GYPSUM

WALLBOARD TO REMAIN DUE TO DAMAGE FROM CONSTRUCTION SHALL

ALSO BE INCLUDED IN SCOPE OF WORK.

7. REFER TO ELECTRICAL, MECHANICAL, AND FIRE PROTECTION DRAWINGS

FOR ADDITIONAL DEMOLITION REQUIREMENTS.

8. ANY PORTION OF BUILDING DAMAGED DURING CONSTRUCTION OF NEW

DUCTWORK, PIPING, CONDUIT, ETC. SHALL BE REPAIRED BY THE

CONTRACTOR.

9. FLIGHT SIMULATOR EQUIPMENT SHALL BE COVERED IN PROTECTIVE

SHRINKWRAP PLASTIC PRIOR TO ANY CONSTRUCTION WORK IN EACH

SIMULATOR BAY. REMOVE ALL DUST AND DEBRIS FROM PRIOR TO REMOVAL

OF SHRINK WRAP.

10. TENANT REQUIRES AT LEAST 45 DAYS NOTICE PRIOR TO ANY WORK IN THE

SIMULATOR BAYS, COMPUTER ROOMS, LS ROOM, ROOM 145, WSTLS ROOM

134, OR VTRAT ROOM (ROOMS 211 AND 213). ONLY ONE SIMULATOR AND

RELATED COMPUTER ROOM CAN BE TAKEN DOWN AT A TIME. ONLY ONE OF

EITHER THE LS ROOM, ROOM 145 OR WSTLS ROOM 134 CAN BE TAKEN OUT

OF SERVICE FOR CONSTRUCTION AT ANY TIME.

11. THE CONTRACTOR SHALL INSURE ALL EGRESS PATHS ARE INTACT PRIOR

TO CONSTRUCTION. IF A PORTION OF CONSTRUCTION THAT MAY

COMPROMISE LIFE SAFETY SHALL BE COORDINATED WITH THE

GOVERNMENT PRIOR TO START OF CONSTRUCTION.

12. EXISTING FURNITURE AND EQUIPMENT IN AREAS REQUIRING CEILING WORK

MUST BE COVERED AND PROTECTED BY THE CONTRACTOR DURING

CONSTRUCTION. ANY REMOVAL OF FURNITURE IF REQUIRED, SHALL BE

COORDINATED WITH THE GOVERNMENT PRIOR TO START OF ANY WORK.

GRAPHIC LEGEND

EXISTING SUSPENDED GYPSUM BOARD CEILING (PAINTED)

TO BE REMOVED

EXISTING 2' X 2' SUSPENDED ACOUSTICAL TILE LAY-IN

CEILING WITH GRID TO BE REMOVED

D1 SHEET NOTE

AR94997

DERETSI

E R

A R C H

E C

FOETAT

FL O R ID

R ICE

ACREBO

R LT

MAN

IT Y

B I L

E W

A IR AS

I N 62 8T H

SHEET OF

RECORD DRAWING DATE

PROJECT NO.

DRAWING SIZE ARCH E(30X42)

Y D

SEAL AREA

O C

C E

, F L

B Y:

D R

B Y:

C H

E N

O F

F O

R C

R M

C O

M M

C H

N , S

T B

A S

E C

H A

S T

O N

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V T

\P ro je c ts

-2

J B

C h a rl e s to n

R e n o k a

.w h it e b u llt ic e .c o m

.r v t

A-101

08 NOVEMBER 2021

DKFX 1098455/1073222

R E

P A

A C

Y E

N V

P E

, H V

A C

R E

P A

O O

F F

H T

T O

R , B

R D

O N

G P

E K.

W H

D . A

R R

DKFX 1098455/1073222

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

0 4' 8' 16'

PLAN

NORTH

1/8" = 1'-0"A-101

1 FIRST FLOOR DEMOLITION CEILING PLAN - WEST

HYDRAULIC

ROOM

SIMULATOR BAY

2 (WST-1)

COMPUTER

ROOM

COMPUTER

ROOM

SIMULATOR BAY

1 (WST-2)

HYDRAULIC

ROOM

CORRIDOR

MAINTENANCE

PARTS

STOR.

WOMEN

136A

MEN

136B

JAN.

STOR.

STAIR

MECH

ELEC.

PUMP ROOM

OFFICE

COMM.

VESTIBULE

ELEV.

STAIR

MECHANICAL

COMMUNICATIONS

STORAGE

MENS

WOMENS

CORRIDOR

OFFICE

108OLD SIM BAY

OFFICE

SITE MANAGE

M A

T C

N E

A -1

A T

C H

1/ A

-1

OPEN TO ABOVE

SECURE

VESTIBULE

ELEV LOBBY

JANITOR

ELECTRICAL

CORRIDOR

D4 D4

D4D4

D4 D4

SECURE AREA

NON-SECURE AREA

OFFICE

BRIEFING ROOM

CORRIDOR

D1 D2

D2 D6

D1 D2

DEMOLITION SHEET NOTES

D1 REMOVE EXISTING ACOUSTICAL CEILING TILE AND GRID IN ITS

ENTIRETY.

D2 EXISTING CEILING MOUNTED DEVICES TO REMAIN, ENSURE ALL

DEVICES ARE REMOVED AND STORED FOR RE-INSTALLATION. SEE

MECHANICAL, ELECTRICAL, AND FIRE PROTECTION FOR ADDITIONAL

REQUIREMENTS.

D3 EXISTING GYPSUM BOARD CEILING TO REMAIN. REMOVE ANY DAMAGED

PORTIONS AND REPLACE. CEILING TO BE REPAIRED TO A LIKE NEW

CONDITION.

D4 EXISTING ACOUSTICAL CEILING TILE TO REMAIN. ENSURE CEILING

REMAINS PROTECTED DURING CONSTRUCTION. CONTRACTOR SHALL

REPLACE ANY TILES DAMAGED DUE TO CONSTRUCTION. SEE

RELFECTED CEILING PLANS A-151 TO A-154 FOR ANY LOCATIONS OF

TILE REPLACEMENT.

D5 REMOVE EXISTING PRE FINISHED METAL SOFFIT PANELS.

D6 REMOVE EXISTING GYPSUM BOARD CEILING.

D7 EXISTING LOUVER TO BE REMOVED AND STORED FOR

REMOVAL/INSTALLATION OF NEW HVAC EQUIPMENT. CONTRACTOR IS

RESPONSIBLE FOR INSTALLING A TEMPORARY MEANS OF CLOSING AREA

OFF AREA DURING CONSTRUCTION. LOUVER TO BE REINSTALLED ONCE

WORK TO MECHANICAL ROOM HAS BEEN COMPLETED. A SECURE

PERIMETER SHALL BE MAINTANED DURING CONSTRUCTION IN THIS

AREA. COORDINATE WITH COR TO MAKE ROOM SECURE PRIOR TO

REMOVING PANEL.

D8 REMOVE EXISTING BATT INSULATION INSTALLED ABOVE EXISTING

CEILING.

D9 EXISTING GYPSUM BOARD CEILING TO REMAIN.

D10 EXISTING BRIDGE CRANE TO REMAIN. ENSURE BRIDGE CRANE REMAINS

PROTECTED DURING CONSTRUCTION. STOP 6" SHORT OF BRIDGE CRANE

SUPPORT MEMBERS IF GYPSUM BOARD REMOVAL IS REQUIRED.

GENERAL NOTES

1. THE WORK IDENTIFIED ON THE DEMOLITION PLAN PROVIDES GENERAL

INFORMATION ON THE EXISTING FEATURES TO BE DEMOLISHED AND/OR

REMOVED.

2. VERIFY ALL CONDITIONS TO BE REMOVED BEFORE PROCEEDING WITH THE

DEMOLITION WORK.

3. THE CONTRACTOR IS RESPONSIBLE TO DETERMINE THE MEANS AND

METHODS OF DEMOLITION ACTIVITIES.

4. ALL WASTE/DEBRIS GENERATED FROM DEMOLITION ACTIVITIES SHALL BE

DISPOSED PER LOCAL, STATE, AND FEDERAL REQUIREMENTS. THE

CONTRACTOR IS RESPONSIBLE TO MAINTAIN ALL RECORDS OF THE

DISPOSAL TO DEMONSTRATE COMPLIANCE WITH THE ABOVE REGULATIONS.

5. THE CONTRACTOR SHALL REPAIR, AT NO COST TO THE OWNER, DAMAGES

CAUSED TO ADJACENT AREAS BY DEMOLITION WORK.

6. PATCHING AND PAINTING OF EXISTING STUD WALLS AND GYPSUM

WALLBOARD TO REMAIN DUE TO DAMAGE FROM CONSTRUCTION SHALL

ALSO BE INCLUDED IN SCOPE OF WORK.

7. REFER TO ELECTRICAL, MECHANICAL, AND FIRE PROTECTION DRAWINGS

FOR ADDITIONAL DEMOLITION REQUIREMENTS.

8. ANY PORTION OF BUILDING DAMAGED DURING CONSTRUCTION OF NEW

DUCTWORK, PIPING, CONDUIT, ETC. SHALL BE REPAIRED BY THE

CONTRACTOR.

9. FLIGHT SIMULATOR EQUIPMENT SHALL BE COVERED IN PROTECTIVE

SHRINKWRAP PLASTIC PRIOR TO ANY CONSTRUCTION WORK IN EACH

SIMULATOR BAY. REMOVE ALL DUST AND DEBRIS FROM PRIOR TO REMOVAL

OF SHRINK WRAP.

10. TENANT REQUIRES AT LEAST 45 DAYS NOTICE PRIOR TO ANY WORK IN THE

SIMULATOR BAYS, COMPUTER ROOMS, LS ROOM, ROOM 145, WSTLS ROOM

134, OR VTRAT ROOM (ROOMS 211 AND 213). ONLY ONE SIMULATOR AND

RELATED COMPUTER ROOM CAN BE TAKEN DOWN AT A TIME. ONLY ONE OF

EITHER THE LS ROOM, ROOM 145 OR WSTLS ROOM 134 CAN BE TAKEN OUT

OF SERVICE FOR CONSTRUCTION AT ANY TIME.

11. THE CONTRACTOR SHALL INSURE ALL EGRESS PATHS ARE INTACT PRIOR

TO CONSTRUCTION. IF A PORTION OF CONSTRUCTION THAT MAY

COMPROMISE LIFE SAFETY SHALL BE COORDINATED WITH THE

GOVERNMENT PRIOR TO START OF CONSTRUCTION.

12. EXISTING FURNITURE AND EQUIPMENT IN AREAS REQUIRING CEILING WORK

MUST BE COVERED AND PROTECTED BY THE CONTRACTOR DURING

CONSTRUCTION. ANY REMOVAL OF FURNITURE IF REQUIRED, SHALL BE

COORDINATED WITH THE GOVERNMENT PRIOR TO START OF ANY WORK.

GRAPHIC LEGEND

EXISTING SUSPENDED GYPSUM BOARD CEILING (PAINTED)

TO BE REMOVED

EXISTING 2' X 2' SUSPENDED ACOUSTICAL TILE LAY-IN

CEILING WITH GRID TO BE REMOVED

D1 SHEET NOTE

AR94997

DERETSI

E R

A R C H

E C

FOETAT

FL O R ID

R ICE

ACREBO

R LT

MAN

IT Y

B I L

E W

A IR AS

I N 62 8T H

SHEET OF

RECORD DRAWING DATE

PROJECT NO.

DRAWING SIZE ARCH E(30X42)

Y D

SEAL AREA

O C

C E

, F L

B Y:

D R

B Y:

C H

E N

O F

F O

R C

R M

C O

M M

C H

N , S

T B

A S

E C

H A

S T

O N

11-08-2021

/5 /2

P M

V T

\P ro je c ts

-2

J B

C h a rl e s to n

R e n o k a

.w h it e b u llt ic e .c o m

.r v t

A-102

08 NOVEMBER 2021

DKFX 1098455/1073222

R E

P A

A C

Y E

N V

P E

, H V

A C

R E

P A

O O

F F

H T

T O

R , B

R D

O N

G P

E K.

W H

D . A

R R

DKFX 1098455/1073222

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

0 4' 8' 16'

PLAN

NORTH

1/8" = 1'-0"A-102

1 FIRST FLOOR DEMOLITION CEILING PLAN - EAST

STAIR

SIMULATOR BAY

4 (WST-21)

STAIR

SIMULATOR BAY

3 (WST-9)

ELEV.

WEAPONS

SYSTEM TRAINER

LS BRIEFING

ROOM

WEAPONS

SYSTEM TRAINER

LS BRIEFING

ROOM

WOMEN

MEN

JAN.

CORRIDOR

MECH.

INSTRUCTORS

OFFICE

CLASS. VIEWING

CLASS. STORAGE

M A

T C

N E

A -1

A T

C H

1/ A

-1

D1D1

D2D2

D4D4

D4 D4

D5 D5

D1 D2

D10

D9 D9

DEMOLITION SHEET NOTES

D1 REMOVE EXISTING ACOUSTICAL CEILING TILE AND GRID IN ITS

ENTIRETY.

D2 EXISTING CEILING MOUNTED DEVICES TO REMAIN, ENSURE ALL

DEVICES ARE REMOVED AND STORED FOR RE-INSTALLATION. SEE

MECHANICAL, ELECTRICAL, AND FIRE PROTECTION FOR ADDITIONAL

REQUIREMENTS.

D3 EXISTING GYPSUM BOARD CEILING TO REMAIN. REMOVE ANY DAMAGED

PORTIONS AND REPLACE. CEILING TO BE REPAIRED TO A LIKE NEW

CONDITION.

D4 EXISTING ACOUSTICAL CEILING TILE TO REMAIN. ENSURE CEILING

REMAINS PROTECTED DURING CONSTRUCTION. CONTRACTOR SHALL

REPLACE ANY TILES DAMAGED DUE TO CONSTRUCTION. SEE

RELFECTED CEILING PLANS A-151 TO A-154 FOR ANY LOCATIONS OF

TILE REPLACEMENT.

D5 REMOVE EXISTING PRE FINISHED METAL SOFFIT PANELS.

D6 REMOVE EXISTING GYPSUM BOARD CEILING.

D7 EXISTING LOUVER TO BE REMOVED AND STORED FOR

REMOVAL/INSTALLATION OF NEW HVAC EQUIPMENT. CONTRACTOR IS

RESPONSIBLE FOR INSTALLING A TEMPORARY MEANS OF CLOSING AREA

OFF AREA DURING CONSTRUCTION. LOUVER TO BE REINSTALLED ONCE

WORK TO MECHANICAL ROOM HAS BEEN COMPLETED. A SECURE

PERIMETER SHALL BE MAINTANED DURING CONSTRUCTION IN THIS

AREA. COORDINATE WITH COR TO MAKE ROOM SECURE PRIOR TO

REMOVING PANEL.

D8 REMOVE EXISTING BATT INSULATION INSTALLED ABOVE EXISTING

CEILING.

D9 EXISTING GYPSUM BOARD CEILING TO REMAIN.

D10 EXISTING BRIDGE CRANE TO REMAIN. ENSURE BRIDGE CRANE REMAINS

PROTECTED DURING CONSTRUCTION. STOP 6" SHORT OF BRIDGE CRANE

SUPPORT MEMBERS IF GYPSUM BOARD REMOVAL IS REQUIRED.

GENERAL NOTES

1. THE WORK IDENTIFIED ON THE DEMOLITION PLAN PROVIDES GENERAL

INFORMATION ON THE EXISTING FEATURES TO BE DEMOLISHED AND/OR

REMOVED.

2. VERIFY ALL CONDITIONS TO BE REMOVED BEFORE PROCEEDING WITH THE

DEMOLITION WORK.

3. THE CONTRACTOR IS RESPONSIBLE TO DETERMINE THE MEANS AND

METHODS OF DEMOLITION ACTIVITIES.

4. ALL WASTE/DEBRIS GENERATED FROM DEMOLITION ACTIVITIES SHALL BE

DISPOSED PER LOCAL, STATE, AND FEDERAL REQUIREMENTS. THE

CONTRACTOR IS RESPONSIBLE TO MAINTAIN ALL RECORDS OF THE

DISPOSAL TO DEMONSTRATE COMPLIANCE WITH THE ABOVE REGULATIONS.

5. THE CONTRACTOR SHALL REPAIR, AT NO COST TO THE OWNER, DAMAGES

CAUSED TO ADJACENT AREAS BY DEMOLITION WORK.

6. PATCHING AND PAINTING OF EXISTING STUD WALLS AND GYPSUM

WALLBOARD TO REMAIN DUE TO DAMAGE FROM CONSTRUCTION SHALL

ALSO BE INCLUDED IN SCOPE OF WORK.

7. REFER TO ELECTRICAL, MECHANICAL, AND FIRE PROTECTION DRAWINGS

FOR ADDITIONAL DEMOLITION REQUIREMENTS.

8. ANY PORTION OF BUILDING DAMAGED DURING CONSTRUCTION OF NEW

DUCTWORK, PIPING, CONDUIT, ETC. SHALL BE REPAIRED BY THE

CONTRACTOR.

9. FLIGHT SIMULATOR EQUIPMENT SHALL BE COVERED IN PROTECTIVE

SHRINKWRAP PLASTIC PRIOR TO ANY CONSTRUCTION WORK IN EACH

SIMULATOR BAY. REMOVE ALL DUST AND DEBRIS FROM PRIOR TO REMOVAL

OF SHRINK WRAP.

10. TENANT REQUIRES AT LEAST 45 DAYS NOTICE PRIOR TO ANY WORK IN THE

SIMULATOR BAYS, COMPUTER ROOMS, LS ROOM, ROOM 145, WSTLS ROOM

134, OR VTRAT ROOM (ROOMS 211 AND 213). ONLY ONE SIMULATOR AND

RELATED COMPUTER ROOM CAN BE TAKEN DOWN AT A TIME. ONLY ONE OF

EITHER THE LS ROOM, ROOM 145 OR WSTLS ROOM 134 CAN BE TAKEN OUT

OF SERVICE FOR CONSTRUCTION AT ANY TIME.

11. THE CONTRACTOR SHALL INSURE ALL EGRESS PATHS ARE INTACT PRIOR

TO CONSTRUCTION. IF A PORTION OF CONSTRUCTION THAT MAY

COMPROMISE LIFE SAFETY SHALL BE COORDINATED WITH THE

GOVERNMENT PRIOR TO START OF CONSTRUCTION.

12. EXISTING FURNITURE AND EQUIPMENT IN AREAS REQUIRING CEILING WORK

MUST BE COVERED AND PROTECTED BY THE CONTRACTOR DURING

CONSTRUCTION. ANY REMOVAL OF FURNITURE IF REQUIRED, SHALL BE

COORDINATED WITH THE GOVERNMENT PRIOR TO START OF ANY WORK.

GRAPHIC LEGEND

EXISTING SUSPENDED GYPSUM BOARD CEILING (PAINTED)

TO BE REMOVED

EXISTING 2' X 2' SUSPENDED ACOUSTICAL TILE LAY-IN

CEILING WITH GRID TO BE REMOVED

D1 SHEET NOTE

AR94997

DERETSI

E R

A R C H

E C

FOETAT

FL O R ID

R ICE

ACREBO

R LT

MAN

IT Y

B I L

E W

A IR AS

I N 62 8T H

SHEET OF

RECORD DRAWING DATE

PROJECT NO.

DRAWING SIZE ARCH E(30X42)

Y D

SEAL AREA

O C

C E

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Apr 21, 2022.