JA04 FTQW235100 Repair Hangar Doors B1340 Drawings.pdf
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- FTQW235100 Repair Hangar Door B1340
- Solicitation number
- FTQW235100
About this file
This file is a comprehensive set of construction drawings for the repair of two large tilt-up aircraft hangar doors at Building 1340, Eielson Air Force Base, Alaska. The project scope includes replacement of mechanical operating systems (motors, gearboxes, chains, sheaves, and cables), new counterweight systems with concrete-filled steel tubs, new door insulation and exterior cladding (metal siding and diamond plate), installation of heated concrete apron thresholds with radiant heating tubing, refurbishment of side roller assemblies, replacement of perimeter seals and gaskets, new personnel door hardware, installation of safety signage and lighting, and associated structural and electrical work. The drawings include hazardous materials assessments indicating no asbestos or lead-based paint detected, though polychlorinated biphenyls (PCBs) are assumed present in concrete within six inches of formed edges and foundations requiring separate handling and disposal.
The technical specifications span civil, architectural, structural, mechanical, and electrical disciplines. Civil work includes site preparation, demolition of existing concrete slabs, new heated apron construction with contraction and construction joints, and drainage coordination. Structural work involves inspection and potential repair of existing door framing, replacement of counterweight assemblies with new embedded windlock plates, and special inspections for welded connections and bolted high-strength fasteners. Mechanical scope includes integration of snow melt controls into the existing building management system with dual circulating pumps, three-way mixing valves, and slab-mounted sensors. Electrical work encompasses new 7.5 HP, 480V three-phase motors, door controllers, limit switches, position switches, fire suppression system coordination, and heat trace power connections. The project is located at approximately N64.650573, W147.058820 and requires contractor staging coordination, temporary fencing, and dedicated haul routes with disposal of concrete and asbestos-containing materials off-base.
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Text version
1 View Name 1/8" = 1'-0"A101
Room name
GENERAL SYMBOLS
NAME
NUMBER
SHEET LOCATION
SCALE
TRUE NORTH
GRID LINE
ROOM NAME
ROOM NUMBER
PLAN NORTH
REVISION
SEE DISCIPLINES FOR SPECIFIC SYMBOLS
PROJECT TEAM
PROJECT OWNER
354TH CONTRACTING SQUADRON
2310 CENTRAL AVE, BLDG 2258
EIELSON AFB AK 99702
DESIGN FIRM OF RECORD
DESIGN ALASKA
601 COLLEGE ROAD
FAIRBANKS, AK 99701
VICINITY MAP
PROJECT
LOCATION
B1340
LP ACC RD
CA
RG
AI
N
RD
LOOP CIR
FLIG
HTLINE ACC RD
INNER
LOOP
ALASKA MAP
PACIFIC OCEAN
ARCTIC OCEAN
BERING
SEA
KODIAK
ARCTIC CIRCLE
SEWARD
SITKA
JUNEAU
HAINES
WHITEHORSE YT
DAWSON YT
HAINES
JCT
HOMER
ANCHORAGE
EAGLE
CORDOVA
VALDEZ
GLENNALLEN
TOK
NORTH POLE
FAIRBANKS
NENANA
TANANA
CIRCLE
NOME
KOTZEBUE
UTQIAGVIK
(BARROW)
PRUDHOE BAY
U N
IT
ED
S
TA
TE
S
R U
SS
IA U
N
ITED
STATES
C
AN
AD
A
PROJECT
LOCATION
EIELSON
CODE INFORMATION
GOVERNING CODES
UNIFORM BUILDING CODE (UFC) 1-200-1 change 4
INTERNATIONAL BUILDING CODE (IBC) 2024
NFPA 101, LIFE SAFETY CODE 2024
AUTHORITY HAVING JURISDICTION
EIELSON AIR FORCE BASE
CODE SUMMARY
OCCUPANCY TYPE : FACTORY F-1 (MAINTENANCE HANGAR)
TYPE OF CONSTRUCTION: TYPE IIB
BUILDING AREA: No Change OCCUPANT LOAD: No Change EGRESS REQUIREMENTS: No Change
BUILDING SPRINKLED: YES
SCOPE OF WORK
REPAIR LARGE TILT UP HANGAR DOOR ON B1340
U.S. AIR FORCE
SHEET ID
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C:\Users\KCV\Documents\022501 - GENERAL CENTRAL - 2025_kate4VFGN.rvt
3/16/2026 3:18:50 PM
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SHEET INDEX
354TH CONTRACTING SQUADRON
EIELSON AIR FORCE BASE, ALASKA
REPAIR HANGAR DOORS B1340
1. GENERAL
G010 GENERAL INFORMATION
2. HAZARDOUS MATERIALS
HZ100 HAZARDOUS MATERIAL NOTES, LEGENDS, AND ACRONYM KEY
HZ101 ASBESTOS SAMPLE LOCATIONS AND RESULTS
HZ102 LEAD SAMPLE LOCATIONS AND RESULTS
HZ103 PCB SAMPLE LOCATIONS AND RESULTS
3. CIVIL
C001 BOREHOLE LOGS
C002 HAUL ROUTE
C003 CONTRACTOR STAGING LAYOUT
C100 EXISTING CONDITIONS AND DEMOLITION PLAN
CE101 CONTAMINATED SITE PLAN
C200 SITE PLAN
C600 HANGAR DOOR SECTION
C700 DETAILS
4. ARCHITECTURAL
A050 ARCHITECTURAL SCHEDULES AND TYPES
A200 1ST FLOOR PLAN
A205 MOTOR ENCLOSURE AND PERSONNEL DOOR
A206 HANGAR PERSONNEL DOOR DETAILS
A208 HANGAR DOOR SIGNAGE
A300 EXTERIOR ELEVATIONS
A400 WALL SECTIONS
5. STRUCTURAL
S001 GENERAL STRUCTURAL NOTES
S002 SPECIAL INSPECTIONS
S100 DEMO PLANS & DETAILS
S200 NEW WORK PLANS & DETAILS
S210 DOOR RENOVATION ELEVATION
S300 COUNTERWEIGHT REPLACEMENT
S301 DOOR COMPONENT REPLACEMENT
6. MECHANICAL
M001 MECHANICAL ABBREVIATIONS, LEGENDS, AND SCHEDULES
M002 CONTROLS SEQUENCE OF OPERATIONS
M100 HYDRONIC PLAN
M110 MECHANICAL DETAILS
7. ELECTRICAL
E001 LEGEND, SCHEDULES, AND NOTES
E100 ELECTRICAL DEMOLITION PLANS
E200 ELECTRICAL POWER PLANS
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1. THESE HAZARDOUS MATERIAL NOTES APPLY TO ALL HAZARDOUS MATERIAL SHEETS.
2. A HAZARDOUS MATERIALS ASSESSMENT FOR THE PROPOSED CONSTRUCTION HAS BEEN COMPLETED AS PART OF THIS DESIGN. ALL SAMPLE LOCATIONS AND RESULTS COLLECTED AND UTILIZED AS PART OF THIS ASSESSMENT ARE IDENTIFIED ON THE PROJECT DRAWINGS. THE HAZARDOUS MATERIALS REPORT IS ATTACHED TO SECTION 02 26 00.
3. THE SCOPE OF WORK FOR EACH DISCIPLINE IS SHOWN IN OTHER DRAWINGS AND PROJECT DOCUMENTS. ABATEMENT OF HAZARDOUS MATERIALS IS ONLY NECESSARY TO THE EXTENT REQUIRED TO COMPLETE THE SCOPE OF WORK SPECIFIED
BY OTHER DISCIPLINES.
4. CONTRACTOR SHALL PROTECT EXISTING SITE FEATURES TO REMAIN, INCLUDING STRUCTURAL ELEMENTS AND FINISHES, DURING THE COURSE OF ALL HAZARDOUS MATERIALS WORK. ALL WORK DAMAGED OR OTHERWISE MADE DEFECTIVE IN
APPEARANCE SHALL BE RESTORED TO ORIGINAL CONDITION AND FUNCTION.
5. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PERFORM THEIR OWN ASSESSMENT, PRIOR TO DEMOLITION, TO VERIFY AND QUANTIFY THE PRESENCE OF HAZARDOUS MATERIALS AND POTENTIAL WORKER EXPOSURE HAZARDS WITHIN THE ANTICIPATED WORK AREAS. ADDITIONAL HAZARDOUS MATERIALS NOT IDENTIFIED IN THESE DRAWINGS MAY BE ENCOUNTERED IN HIDDEN SPACES. CONTRACTOR MUST IMMEDIATELY NOTIFY THE OWNER OF IDENTIFIED HIDDEN HAZARDS.
6. ASBESTOS CONTAINING MATERIALS (ACM) WERE NOT IDENTIFIED. IF ENCOUNTERED, CONTROL WORKER EXPOSURES USING ASBESTOS-SAFE WORK PRACTICES AND CHOICE OF MEANS AND METHODS TO ENSURE COMPLIANCE WITH APPLICABLE REGULATIONS AND TO AVOID CONTAMINATION OF THE WORK AREA AND SITE. ALL DEMOLITION, ABATEMENT, AND DISPOSAL OF ACM SHALL BE COMPLETED IN ACCORDANCE WITH APPLICABLE REGULATIONS AND THE SPECIFICATIONS.
7. LEAD-BASED PAINT WAS NOT IDENTIFIED. IF ENCOUNTERED, CONTROL WORKER EXPOSURES USING LEAD-SAFE WORK PRACTICES AND CHOICE OF MEANS AND METHODS TO ENSURE COMPLIANCE WITH APPLICABLE REGULATIONS AND TO AVOID CONTAMINATION OF THE WORK AREA AND SITE. ALL DEMOLITION, ABATEMENT, AND DISPOSAL OF LEAD CONTAINING MATERIAL SHALL BE COMPLETED IN ACCORDANCE WITH APPLICABLE REGULATIONS AND THE SPECIFICATIONS.
8. PCBS WERE NOT IDENTIFIED IN PAINT. PCBS ARE ASSUMED IN CONCRETE APRON AND FOUNDATIONS, SEE SHEET C100 FOR REQUIREMENTS. IF ENCOUNTERED, ENSURE COMPLIANCE WITH APPLICABLE REGULATIONS AND CONTROL WORKER EXPOSURES. ALL DEMOLITION, ABATEMENT, AND DISPOSAL OF PCB CONTAINING MATERIALS SHALL BE COMPLETED IN ACCORDANCE WITH APPLICABLE REGULATIONS AND THE SPECIFICATIONS.
9. CONTRACTOR IS RESPONSIBLE FOR CHARACTERIZATION OF ALL WASTE STREAMS TO DETERMINE APPROPRIATE DISPOSAL REQUIREMENTS. TEST RESULTS OF ANY MATERIALS AND WASTE STREAMS WILL BE TRANSMITTED BY THE CONTRACTOR TO THE OWNER'S REPRESENTATIVE WITHIN 24 HOURS OF RECEIPT. ALL MATERIALS REQUIRING A CHAIN OF CUSTODY SHALL REMAIN IN THE CONTROL OF THE CONTRACTOR UNTIL FINAL DISPOSITION.
10. REMOVE AND PROPERLY DISPOSE OF HAZARDOUS MATERIALS RESULTING FROM DEMOLITION OPERATIONS WITHIN EACH PROJECT AREA. ALL HAZARDOUS MATERIALS SHALL BE MANIFESTED AND DISPOSED OF IN A LEGAL MANNER, COMPLYING WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL LAWS AND REGULATIONS. CONTRACTOR SHALL PROVIDE DISPOSAL RECEIPTS TO THE OWNER INDICATING THE FINAL DISPOSITION OF ALL HAZARDOUS MATERIALS TRANSPORTED OFF-SITE TO A PERMITTED FACILITY FOR DISPOSAL OR REMEDIATION. THE OWNER WILL NOT BE SIGNATORY TO A MANIFEST, CERTIFICATE OF FINAL DISPOSAL, TRANSFER, OR CHAIN OF CUSTODY FOR ANY HAZARDOUS MATERIALS SCHEDULED FOR
DEMOLITION OR REMOVAL.
- ASBESTOS CONTAINING MATERIAL
- GYPSUM WALLBOARD
- U.S. DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT
- LEAD BASED PAINT
- NOT DETECTED
- POLYCHLORINATED BIPHENYL
- THERMAL SYSTEM INSULATION
- X-RAY FLUORESCENCE
- MILLIGRAM
- KILOGRAM
- SQUARE CENTIMETER
HAZARDOUS MATERIAL NOTES
LEGEND
ASBESTOS SAMPLE LOCATION
(<1% ASBESTOS - BULK)
ASBESTOS SAMPLE LOCATIONS
(>1% ASBESTOS - BULK)0123
LEAD BASED PAINT SAMPLE
(<1.0 mg/cm sq)(HUD)
LEAD BASED PAINT SAMPLE
(>1.0 mg/cm sq)(HUD)
01234
01234
PCB SAMPLE LOCATIONS
- NEGATIVE (NO PCBs DETECTED)
PCB SAMPLE LOCATIONS
- POSITIVE (PCBs DETECTED)
JB
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REG IS T ER ED PR O F E S S IO NA L ENG INEER
Jason Gresehover
EV-219380
03/13/2026
A-1
A-3
A-2
A-4
A6
A10 A9
A5
A7
A8
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D1 MAIN FLOOR - ASBESTOS SAMPLE LOCATIONS
HZ101
LEGEND
ASBESTOS SAMPLE LOCATION
(<1% ASBESTOS - BULK)
ASBESTOS SAMPLE LOCATIONS
(>1% ASBESTOS - BULK)0123
0123 SEE ASBESTOS TABULATED
RESULTS FOR ACM SAMPLE NUMBER
& DESCRIPTION
HZ101 1" = 10'
D8 UPSTAIRS MECHANICAL - ASBESTOS SAMPLE LOCATIONS
Exterior Asbestos Bulk Sample Results (Method EPA 600/R-93/116)
Sample ID Description Result A-1 Brown Caulk Paper - Between Hangar Door Panels ND A9 Black Door Gasket ND
Interior Asbestos Bulk Sample Results (Method EPA 600/R-93/116)
Sample ID Description Result A-2 Brown/Silver Insulation Paper - Inside Hangar Door Panel ND A-3 Yellow Insulation - Inside Hangar Door Panel ND A-4 Gray/White Sealant - Between Wall Panels ND A5 Brown/Silver Insulation Jacket - Inside Hangar Door Panel ND A6 Black Door Gasket ND
A10 Black Door Gasket and Tan Mastic ND
Mechanical Room Asbestos Bulk Sample Results (Method EPA 600/R-93/116)
Sample ID Description Result A7 Brown/White GWB and White Joint Compound ND A8 White GWB and White Joint Compound ND
HVAC EQUIPMENT AREA
- NO SECOND FLOOR WALLS
IN THIS SPACE
JB
P
R EG IS T ER ED PR O F E S S IO NA L ENGINEER
Jason Gresehover
EV-219380
03/13/2026
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12871286
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HZ102
LEAD BASED PAINT SAMPLE
(<1.0 mg/cm sq)(HUD)
LEAD BASED PAINT SAMPLE
(>1.0 mg/cm sq)(HUD)
SEE LEAD BASED PAINT TABULATION
RESULTS FOR LEAD SAMPLE
NUMBER & CONCENTRATION
HZ102 1" = 10'
D1 MAIN FLOOR - LEAD SAMPLE LOCATIONS
HZ102 1" = 10'
D8 UPSTAIRS MECHANICAL - LEAD SAMPLE LOCATIONS
LEGEND
Exterior Lead Sample Results - XRF
Number Color Surface Substrate Result (mg/cm²) 598 Light Tan Column Base Concrete 0.00 599 Tan Curb Metal 0.00 601 Black Ground Cement 0.00 602 Yellow Ground Cement 0.00 603 Tan Lower Hangar Door Metal 0.00 604 Tan Siding Metal 0.00 605 Tan Upper Hangar Door Metal 0.00 606 Dark Gray Man Door Metal 0.01
Interior Lead Sample Results - XRF
Number Color Surface Substrate Result (mg/cm²) 607 Gray Hangar Door Counterweight Track Metal 0.00 608 White Wall Panel Metal 0.05 609 White Wall Panel Metal 0.01 610 White Man Door Metal 0.00 611 White Electrical Box Metal 0.01 612 White Lower Hangar Door Metal 0.01 613 Dark Gray Door Metal 0.00 614 White Lower Hangar Door Metal 0.00 615 White Upper Hangar Door Metal 0.00 616 Tan Door Metal 0.01 617 Gray Wall Panel Metal 0.00 618 White Beam Metal 0.03 619 White Hangar Door Track Metal 0.00 620 White Beam Metal 0.02 621 White Beam Metal 0.06 623 White Hangar Door Track Metal 0.00 624 White Beam Metal 0.09 626 White Beam Metal 0.16
1284 Light Brown Toe Weight Concrete 0.01 1285 Red-Brown Column Metal 0.01
Mechanical Room Lead Sample Results - XRF
Number Color Surface Substrate Result (mg/cm²) 1286 Black Pipe Metal 0.00 1287 White Wall GWB 0.00 1288 White Wall Panel Metal 0.01
HVAC EQUIPMENT AREA
- NO SECOND FLOOR WALLS
IN THIS SPACE
JB
P
REG IS T ER ED P R O F E S S IO NA L ENGINEER
Jason Gresehover
EV-219380
03/13/2026
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3, PW-1
PW-2
P-4P-3 P-1P-2
P-7 P-6
P-5
P11
P10
PW-3
P9
P8
PW-5
PW-4
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01234
PCB SAMPLE LOCATIONS
- NEGATIVE (NO PCBs DETECTED)
PCB SAMPLE LOCATIONS
- POSITIVE (PCBs DETECTED)
SEE TABULATED RESULTS FOR
SAMPLE NUMBER & RESULTS
HZ103 1" = 10'
D1 MAIN FLOOR - PCB SAMPLE LOCATIONS
HZ103 1" = 10'
D8 UPSTAIRS MECHANICAL - PCB SAMPLE LOCATIONS
LEGEND
Exterior PCB Bulk Paint/Material by 3540/8082A (mg/kg)
Sample ID P-1 P-2 P-3 P-4 P8 P9
Description Tan over Red/Yellow Metal - Curb
Light Tan - Concrete Base
Dark Gray over Tan Metal - Man Door
Yellow over Black Concrete - Ground
Brown Concrete Toe Weight
Black Door Gasket
Aroclor-1016 ND ND ND ND ND ND Aroclor-1221 ND ND ND ND ND ND Aroclor-1232 ND ND ND ND ND ND Aroclor-1242 ND ND ND ND ND ND Aroclor-1248 ND ND ND ND ND ND Aroclor-1254 ND ND ND ND ND ND Aroclor-1260 ND ND ND ND ND ND Aroclor-1262 ND ND ND ND ND ND Aroclor-1268 ND ND ND ND ND ND
Total - - - - - -
Interior PCB Bulk Paint/Material by 3540/8082A (mg/kg)
Sample ID P-5 P-6 P-7 P10 P11
Description White over Gray Metal - Wall Panel
White over Red Metal - Man Door
White over Yellow - Beam
Black Door Gasket
White Concrete Floor
Aroclor-1016 ND ND ND ND ND Aroclor-1221 ND ND ND ND ND Aroclor-1232 ND ND ND ND ND Aroclor-1242 ND ND ND ND ND Aroclor-1248 ND ND ND ND ND Aroclor-1254 ND ND ND ND ND Aroclor-1260 ND ND ND ND ND Aroclor-1262 ND ND ND ND ND Aroclor-1268 ND ND ND ND ND
Total - - - - -
Exterior PCB Wipe by 3540/8082A (µg/100cm²)
Sample ID PW-1 PW-2 PW-3
Description Tan Metal - Upper Hangar Door
Tan Metal - Lower Hangar Door
Red-Brown Metal Column
Aroclor-1016 ND ND ND Aroclor-1221 ND ND ND Aroclor-1232 ND ND ND Aroclor-1242 ND ND ND Aroclor-1248 ND ND ND Aroclor-1254 ND ND ND Aroclor-1260 ND ND ND Aroclor-1262 ND ND ND Aroclor-1268 ND ND ND
Total - - -
Interior PCB Wipe by 3540/8082A (µg/100cm²) Sample ID PW-4
Description White Concrete Floor Aroclor-1016 ND Aroclor-1221 ND Aroclor-1232 ND Aroclor-1242 ND Aroclor-1248 ND Aroclor-1254 ND Aroclor-1260 ND Aroclor-1262 ND Aroclor-1268 ND
Total -
Mechanical Room PCB Wipe by 3540/8082A (µg/100cm²)
Sample ID PW-5 Description Black Metal Pipe Aroclor-1016 ND Aroclor-1221 ND Aroclor-1232 ND Aroclor-1242 ND Aroclor-1248 ND Aroclor-1254 ND Aroclor-1260 ND Aroclor-1262 ND Aroclor-1268 ND
Total -
HVAC EQUIPMENT AREA
- NO SECOND FLOOR WALLS
IN THIS SPACE
REG IS T ER ED P R O F E S S I O NA L ENGINEER
Jason Gresehover
EV-219380
03/13/2026
M
AR
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2 3 4 5 109876
B
C
D
E
F
G
U.S. AIR FORCE
NOT FOR
CONSTRUCTION
FOR REVIEW
ONLY
INFORMATION
ONLY
B O
R E
H O
LE
L
O G
S C
C D
A
JM
C C
D
C001
NOTES:
1. A COMPLETE GEOTECHNICAL REPORT PREPARED BY SHANNON & WILSON IS AVAILABLE FOR REVIEW UPON REQUEST. THIS SHEET
IS TO BE USED FOR DETAILED BORE LOG INFORMATION ONLY.
MULLINS PIT
BORROW SOURCE
CLEAN FILL
DISPOSAL AREA
PROJECT SITE
HAUL ROUTE
FOR CONCRETE DISPOSAL
TO MAIN GATE
STOCKPILE
LOCATION
HAUL ROUTEA1
C002 SCALE 1"=500'
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2 3 4 5 109876
B
C
D
E
F
G
REGISTERED PROFESSIONA L ENGINEER
Charles Cutter Degerlund
No. CE124811
13-MAR-2026
U.S. AIR FORCE
H A
U L
R O
U
TE
C C
D
A
JM
C C
D
C002
NOTES:
1. THE CONTRACTOR'S STAGING AREA SHALL BE WITHIN THE LIMIT SHOWN. THE CONTRACTOR
SHALL COORDINATE WITH THE CONTRACTING OFFICER FOR ADDITIONAL STAGING/ LAYDOWN
AREA IF NEEDED.
2. ALL CONCRETE SHALL BE DISPOSED OF OFF-BASE AT THE CONTRACTORS EXPENSE.
3. ALL ASPHALT WASTE SHALL BE DISPOSED OF OFF-BASE AT THE CONTRACTORS EXPENSE.
4. ALL CONTAMINATED SOILS SHALL BE STORED WITHIN THE DESIGNATED STOCKPILE AREA.
5. ALL ASBESTOS CONTAINING MATERIALS SHALL BE REMOVED AND DISPOSED OF OFF-SITE.
6. THIS DRAWING IS GENERAL IN NATURE.
7. CONTRACTOR SHALL COORDINATE LOCATIONS OF DISPOSAL AREAS WITH CONTRACTING
OFFICER'S REPRESENTATIVE PRIOR TO USING DISPOSAL SITES.
8. CONTRACTOR SHALL MAINTAIN ACCESS FOR THE AFCEC SOIL CLEANUP CONTRACTOR
DURING CONSTRUCTION.
BUILDING 1340
TAXIWAY LIMA
BUILDING 1341
BUILDING 1344
BUILDING 1347
ROUTE TO STOCKPILE AREA
SHOWN ON C002 HAUL ROUTE
CONNECT TO (E) FENCE
TEMPORARY CONTRACTOR
FENCING
HANGAR
APRON
GRASSY
AREA
PAVED
ENTRANCE
SEE
NOTE 6
(E) GATE CHAIN LINKED FENCE
SEE NOTE 1
(E) 12'X40' STORAGE
BUILDING
(E) 8'X20' CONNEX
(E) UTILIDOR MANHOLE
CONNECT TO (E) FENCE
AF
TEMPORARY
PARKING
CONTRACTOR
PARKING
TRAFFIC FLOW
APPROX.
35'
APPROX.
30'
MATCH EDGE OF
ASPHALT
APPROX. 100'
ENTRANCE
GATE
CONSTRUCTION BOUNDARY
FENCE
CONTRACTOR SHALL PROVIDE
TEMPORARY FENCING TO SEPARATE
PARKING AREAS, EXACT LOCATION TO BE
DETERMINED BY THE CONTRACTOR OFFICER'S
REPRESENTATIVE
APPROX.
40FT MIN
FROM EDGE OF
TAXIWAY LIMA
CONTRACTOR STAGING LAYOUTA1
C003 SCALE 1"=30'
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2 3 4 5 109876
B
C
D
E
F
G
REGISTERED PROFESSIONA L ENGINEER
Charles Cutter Degerlund
No. CE124811
13-MAR-2026
U.S. AIR FORCE
C O
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TR
A C
TO
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IN
G L
A Y
O U
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C D
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JM
C C
D
C003
NOTES:
1. ALL COORDINATION FOR GATE
ACCESS TO AND FROM THE
AIRFIELD SHALL BE
CONDUCTED THROUGH THE
CONTRACTOR OFFICER'S
REPRESENTATIVE.
2. NO STOCKPILING SHALL BE
ALLOWED ON SITE.
3. SEE STOCKPILE LOCATION ON
HAUL ROUTE MAP.
4. CONTRACTOR SHALL
MAINTAIN CLEANLINESS AT
ALL TIMES AS TO NOT
GENERATE FOD ON CARGAIN
ROAD.
5. GATE ENTRANCE SHALL NOT
BE LEFT OPEN OR
CONFIGURED IN A WAY THAT
WOULD IMPEDED AIR FORCE
MOVEMENT TOWARD
TAXIWAY LIMA.
6. CONTRACTOR SHALL PAVE A
TEMPORARY ENTRANCE PATH
AS SHOWN IN CURRENT
DRAWING.
7. TEMPORARY PAVING SHALL
BE REMOVED AT THE END OF
CONSTRUCTION. DISTURBED
SOIL SHALL BE RE SEEDED.
POINT TABLE
POINT #
NORTHING
3893543.29
3893612.66
3893647.72
EASTING
1474477.14
1474326.64
1474549.66
ELEVATION
551.29
551.30
552.38
DESCRIPTION
1 1/2" MAG NAIL
1 1/2" MAG NAIL
3 1/4" BRASS MONUMENT
4.9
D' C' B'
A
B C
BUILDING 1340
TAXIWAY CENTERLINE
MARKING
CONCRETE APRON
HANGAR DOOR
TAXIWAY CENTERLINE
MARKING
12'X40'
STORAGE
BUILDING
8'X20'
CONNEX
GRASSY
AREA
GROUNDING
POINT
SAW CUT AND DEMO
ASPHALT AND CONCRETE
FOR NEW WORK
REMOVE AND REMARK
TAXIWAY CENTERLINE
FOR NEW WORK
STORM
DRAIN
INLET
FFE= 551.85 FFE= 551.90
18" DIA CMP CULVERT
TAXIWAY EDGE
MARKING
EXTENTS OF EXCAVATION
ASPHALT APRON
APPROX. 2%
APPROX. 2%
DEMOLISH ASPHALT
TO APPROXIMATELY GRID
LINE A
FOUNDATION
FOOTING
ASPHALT DEMOLITION
SHALL EXTEND TO THE
EAST EDGE OF PAVEMENT.
LIGHT POLE
BASE
GRASSY
AREA
STRIPPED PAINT
NOT SHOWN FOR
CLARITY
HOLD BACK SAWCUT
10" SEE DEMO NOTE 1
HOLD BACK SAWCUT
10" SEE DEMO NOTE 1
3'-5"
HOLD BACK SAWCUT
10" SEE DEMO NOTE 1
3'-9"
BOREHOLE 25-01
BOREHOLE 25-02
SAWCUT
SEE DEMOLITION
NOTE 3
6"
13"
3'-3"
EXISTING SLAB
TO REMAIN
DEMO
SAW CUT
SUSPECTED PCB
CONTAMINATED
8"
LEGEND
EASEMENT
EXISTING CONTOURS
NEW CONTOURS
LANDSCAPE BERM
DEMOLITION
STRUCTURE
EDGE OF ASPHALT PAVEMENT
CULVERT
SWALE
DIRECTION OF WATER FLOW
STORM DRAIN
STORM MANHOLE
MAG NAIL
GROUNDING POINT
BOREHOLE
SURVEY NOTES:
1. A SURVEY WAS PERFORMED TO COLLECT TOPOGRAPHIC DATA FOR
CONCRETE APRON DESIGN ON BUILDING 1340 ON JULY 7, 2025.
2. UNDERGROUND UTILITY LOCATES WERE NOT PERFORMED FOR THIS
SURVEY.
3. A TITLE SEARCH WAS NOT PERFORMED FOR THIS PROJECT.
4. THIS FACILITY IS WITHIN FLOOD ZONE AE, WITH A BASE FLOOD
ELEVATION OF 555', DETERMINED BY THE FNSB FLOOD INSURANCE
RATE MAPS, COMMUNITY PANEL 0290C5475J, MAP EFFECTIVE MARCH
17, 2014.
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2 3 4 5 109876
B
C
D
E
F
G
REGISTERED PROFESSIONA L ENGINEER
Charles Cutter Degerlund
No. CE124811
13-MAR-2026
U.S. AIR FORCE
E X
IS
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C C
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C100
EXISTING CONDITIONS AND DEMOLITION PLANA1
C100 SCALE 1"=10'
DEMOLITION NOTES:
1. SAWCUT AROUND INTERIOR COUNTERWEIGHT ENCLOSURE AND WITHIN 10" OF WALLS/ OPENING EDGES AS NEEDED FOR NEW WORK.
2. VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO STARTING DEMOLITION WORK.
3. CONCRETE APRON WITHIN SIX INCHES OF THE FORMED EDGE AND THE CONCRETE FOUNDATION FOOTERS ARE ASSUMED TO BE PCB CONTAMINATED. KEEP ASSUMED PCB CONTAMINATED CONCRETE SEPARATE FROM OTHER CONCRETE DURING DEMOLITION.
CONTAINERIZE AND DISPOSE OF THE ASSUMED PCB CONTAMINATED CONCRETE AS PCB WASTE IN ACCORDANCE WITH SPECIFICATION SECTION 02 84 33 REMOVAL AND DISPOSAL OF POLYCHLORINATED BIPHENYL (PCBs). THE REMAINDER OF CONCRETE DEMOLITION WASTE IS NON-SUSPECT FOR PCBs AND CAN BE DISPOSED OF AS CLEAN CONCRETE.
8FT HIGH
BARBED WIRE
CHAIN LINKED
FENCE
CIVIL ABBREVIATIONS
(E) EXISTING
FF/FFE FINISHED FLOOR/ FINISHED FLOOR ELEVATION
EG EXISTING GRADE
FG FINISH GRADE
TYP TYPICAL
CMP CORRUGATED METAL PIPE
EQ EQUAL
O.C. ON CENTER
MIN MINIMUM
EXISTING FOOTER SECTIONA8
C100 SCALE 1"=1'
S0504
SS305P
BUILDING 1340 12'X40'
STORAGE
BUILDING
8'X20'
CONNEX
GRASSY
AREA
UTILIDOR
MANHOLE
TAXIWAY LIMA
HANGAR
APRON
GRASSY
AREA
CONTAMINATED SITE PLANC1
CE101 SCALE 1"=20'
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3, FT
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2 3 4 5 109876
B
C
D
E
F
G
REGISTERED PROFESSIONA L ENGINEER
Charles Cutter Degerlund
No. CE124811
13-MAR-2026
U.S. AIR FORCE
C O
N
TA
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D S
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E
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C D
A
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C C
D
CE101
SITE SPECIFIC CONTAMINATED SITES INVENTORY
SHEET ID LEGEND SITE NAME CONTAMINANTS OF CONCERN CURRENT STATUS PROHIBITIONS, RESTRICTIONS AND ADDITIONAL COMMENTS
S0504 EIELSON AFB AFFF AREA #2 HANGAR BLDG 1344 PFAS, POL ACTIVE
1. THE INSTALLATION OR USE OF DRINKING WATER WELLS IS RESTRICTED.
2. SECURE ALL MONITORING WELLS WITH LOCKS TO PREVENT UNAUTHORIZED ACCESS TO GROUNDWATER.
3. ANY ACTIVITY THAT MAY RESULT IN ACCESS TO CONTAMINATED GROUNDWATER OF AFFECT THE MOVEMENT OF CONTAMINATED
GROUNDWATER REQUIRES APPROVAL BY INSTALLATION MANAGEMENT (CEIE).
4. IN THE EVENT THAT CONTAMINATED SOIL OR GROUNDWATER IS REMOVED FROM THE SOURCE AREA, IT WILL BE DISPOSED OF OR
TREATED IN ACCORDANCE WITH APPLICABLE STATE AND FEDERAL REGULATIONS.
SS305P EIELSON AFB AFFF AREA #12 HANGAR BLDG 1344 PFAS ACTIVE 1. IN ACCORDANCE WITH THE 2008 LAND USE CONTROLS MANAGEMENT PLAN, MONITORING WELLS NEED TO BE SECURED WITH
LOCKS TO PREVENT UNAUTHORIZED ACCESS TO GROUNDWATER.
GENERAL NOTES:
1. ALL SOIL EXCAVATED FROM WITHIN 2 FEET OF THE SEASONAL
HIGH GROUND WATER TABLE IS ASSUMED TO BE PFAS
CONTAMINATED AND SHALL BE REMOVED FROM GOVERNMENT
PROPERTY AND TREATED IN ACCORDANCE WITH
SPECIFICATIONS.
2. ALL EXCAVATED SOIL SHALL BE TESTED FOR POL
CONTAMINATION IN ACCORDANCE WITH SPECIFICATIONS. POL
CONTAMINATED SOIL SHALL BE REMOVED FROM GOVERNMENT
PROPERTY AND TREATED IN ACCORDANCE WITH
SPECIFICATIONS.
3. DEMOLISHED CONCRETE WITHIN 6" OF FORMED FACES IS
ASSUMED TO BE PCB CONTAMINATED. REMOVE FROM
GOVERNMENT PROPERTY AND DISPOSE OF CONCRETE
DEMOLITION WASTE PER SPECIFICATIONS.
4. CONTAMINATED ZONES ON THIS SHEET DEPICT THE EXTENTS
OF THE BUFFER ZONES AS DESIGNATED ON BASE
ENVIRONMENTAL MAPS
4.9
D' C' B'
A
B C
BUILDING 1340
HEATED
CONCRETE APRON
EXTERIOR FACE
OF HANGAR DOOR
(E) STORAGE
BUILDING
(E) CONNEX
GRASSY
AREA
CENTERLINE STRIPING
TYP OF 2
C1 C600
TAXIWAY EDGE
MARKING
TYP OF 4
C1 C700
CONTRACTION
JOINTS
E1 C700
ASPHALT PATCH
E9 C200
D9 C200
EXISTING
FOOTING
(E) COLUMNS
STRIPING LAYOUT PER
ARCHITECTURE
EMBEDDED WIND LOCKS
SEE STRUCTURAL
28'-8"
CONSTRUCTION JOINT, TYP
C5
C700
SEE NOTE 3
SITE PLANA1
C200 SCALE 1"=10'
GENERAL NOTES:
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2 3 4 5 109876
B
C
D
E
F
G
REGISTERED PROFESSIONA L ENGINEER
Charles Cutter Degerlund
No. CE124811
13-MAR-2026
U.S. AIR FORCE
S
IT
E P
LA
N
C C
D
A
JM
C C
D
C200
1. MATCH ALIGNMENT OF NEW STRIPING TO EXISTING STRIPING.
2. JOINT LAYOUT SHALL NOT BE CHANGED WITHOUT APPROVAL OF THE
CONTRACTING OFFICER.
3. MAINTAIN APPROXIMATELY UNIFORM SPACING BETWEEN CONTRACTION
JOINTS. MINIMUM SPACING 12.5FT, MAXIMUM SPACING 20 FEET. SECTIONS
BETWEEN JOINTS SHALL BE APPROXIMATELY SQUARE WITH NOT SIDE
GREATER THAN 25% LARGER THAN ANY OTHER SIDE.
CENTERLINE STRIPINGE9
C200 NOT TO SCALE
6" WIDE
RETROREFLECTIVE
YELLOW STRIPE
EDGE STRIPINGD9
C200 NOT TO SCALE
6" WIDE RETROREFLECTIVE
YELLOW STRIPE
6" SEPARATION
SHOULDER
TAXIWAY/
APRON
EXISTING 8"
CONCRETE SLAB
13" CONCRETE
SLAB
CONSTRUCTION
JOINT
SNOW MELT TUBING
PER MECHANICAL
MAINTAIN EXISTING SLOPE
SEE NOTE 2
#5 @ 10" O.C.
EACH WAY,
TOP & BOTTOM
2" 60 PSI EXTRUDED
POLYSTYRENE (XPS)
INSULATION BOARD
CONNECT RADIANT HEAT
TUBING PER B1/M110
(E) INTERIOR FACE
OF HANGAR DOOR
E7 C700
STRUCTURAL
FILL
1.5
5"
APPROXIMATE GROUND WATER
TABLE
IN SITU
MIN 6"
5"
3"
EXTEND BOTTOM REINFORCING
MAT UNDERNEATH
(E) SLAB
EQ
EQ
2" EDGE COVER
3'-3"
EMBEDDED ANCHORS SHALL NOT
INTERFERE WITH HEAT TUBING
7'-2"
SEE NOTE 3
EXISTING GRADE
36"
MATCH INTERIOR FFE
LEVEL
MATCH EXISTING INTERIOR
FFE
EXISTING FINISH FLOOR
SLOPE VARIES MIN OF .5%, MAX OF 2%
TO CONNECT TO EXISTING GRADE AT EXISTING
ASPHALT ASPHALT APRON.
BEGIN SLOPE AT EXTERIOR FACE OF HANGAR DOOR
(E) EXTERIOR FACE
OF HANGAR DOOR
MATCH EXISTING
ELEVATION
MAINTAIN EXISTING SLOPES
1'-8 5/8"
GEOTEXTILE SEPARATOR
TO MATCH EXISTING
IN SITU SOIL
6"
DOWELED EXPANSION
JOINT
C5 C700
PROVIDE #5 REBAR WITH 90° BEND
7.5 INCH HOOK EXTENSION
3.75 INCH BEND DIAMETER
20" O.C. SPACING
4" BASE COARSE
3" ASPHALT
PAVEMENT
6" MIN
EXISTING ASPHALT
TACK COAT EDGE
TYP
NEW EXISTING
12"-0
HANGAR DOOR SECTIONC1
C600 SCALE: H: 1"=1', V: 1"=1'
NOTES:
1. EXCAVATION LAYBACK SLOPES SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR. SLOPE ALL EXCAVATIONS SUFFICIENTLY OR PROVIDE
SHORING TO ENSURE A STABLE BANK.
2. CUT THE EXISTING CONCRETE USING THE DESIGNATED GRID LINE AS A
REFERENCE.
3. ANTICIPATED WATER DEPTH BETWEEN 7.5 TO 8 FT BELOW EXISTING
GRADE. SEASONAL FLUCTUATIONS WILL OCCUR CAUSING DEPTH TO
RISE ABOVE ANTICIPATED GROUND WATER TABLE.
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B
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D
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F
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REGISTERED PROFESSIONA L ENGINEER
Charles Cutter Degerlund
No. CE124811
13-MAR-2026
U.S. AIR FORCE
H A
N G
A R
D O
O R
S E
C
TI
O N
C C
D
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C C
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C600
CONCRETE SLAB CONTRACTION JOINTE1
C700 NO SCALE
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2 3 4 5 109876
B
C
D
E
F
G
REGISTERED PROFESSIONA L ENGINEER
Charles Cutter Degerlund
No. CE124811
13-MAR-2026
U.S. AIR FORCE
D E
TA
IL
S C
C D
A
JM
C C
D
C700
TYPICAL SLAB
REINFORCING
CONTRACTION JOINT SEALANT
SEE DETAIL E5/C700
CONTRACTION JOINT SEALANTE5
C700 NO SCALE
CONSTRUCTION JOINT SEALANTE7
C700 NO SCALE
1/4" CHAMFER
JOINT SEAL
SEE NOTE 1
DEPTH PER
MANUFACTURER
RECOMMENDATIONS,
1.5" MIN
INITIAL
SAWCUT
1/8"
3 1/4 INCH MAX TO
AVOID DAMAGE TO
HEAT TUBING
3/8" ± 1/16"
1/2" ± 1/16"
NOTES:
1. SEALANT SHALL BE POURABLE SEALANT MEETING ASTM D 5893 AND
SPECIFICATIONS
2. JOINT SEAL SHALL BE APPLIED SUBSEQUENT TO FLOOR COATING, NOT PART
OF THE FLOOR COATING SYSTEM MAY BRIDGE THE JOINT SEALANT
3. CHAMFER ONLY EXTERIOR JOINTS.
NOTES:
1. AT JOINT LOCATIONS, NO MORE THAN 50% OF THE REINFORCING STEEL MAY BE
REMOVED. A MINIMUM OF 50% OF THE REINFORCEMENT SHALL REMAIN
CONTINUOUS THROUGH THE JOINT.
2. SEE SHEET C/200 FOR JOINT LOCATIONS AND SPACING.
21". 21"
TYP
TYP DOWEL PER
C5/C700
CONCRETE SLAB CONSTRUCTION JOINTC5
C700 NO SCALE
CONCRETE SLAB DOWEL BAR LAYOUTC1
C700 NO SCALE
GENERAL NOTES:
PLANNED CONTRACTION
JOINT
CONCRETE
CONSTRUCTION JOINT
1. BAR LAYOUTS SHOWN ARE FOR A 13" THICK CONCRETE SLAB. DOWELS SHALL NOT BE
PLACED CLOSER THAN .6 TIMES THE DOWEL BAR LENGTH TO THE PLANNED JOINT
LINE. IF THE LAST REGULARLY SPACED LONGITUDINAL DOWEL BAR IS CLOSER THAN
THAT DIMENSION, IT SHALL BE MOVED AWAY FROM THE JOINT TO A LOCATION .6
TIMES THE DOWEL BAR LENGTH, BUT NOT CLOSER THAN 6 INCHES TO ITS NEAREST
NEIGHBOR.
NOTES:
1. CONCRETE SLAB CONSTRUCTION JOINTS SHALL BE PROVIDED WHERE INDICATED,
ADJACENT TO FOUNDATION WALLS AND AT COLUMN BLOCKOUTS.
SLAB REINFORCEMENT
AS REQUIRED
CONSTRUCTION JOINT SEALANT
SEE DETAIL E7/C700
4"
#5 DOWELS 18" MIN PROJECTION
INTO NEW SLAB
1/4" CHAMFER
1/2" ± 1/16"
DEPTH PER
MANUFACTURER
RECOMMENDATIONS,
1.5" MIN, 3 1/4" MAX TO AVOID
DAMAGE TO HEAT TUBING
CONSTRUCTION
BUTT JOINT
JOINT SEAL
SEE NOTE 1
3/8" ± 1/16"
NOTES:
EXISTING NEW
6" MIN EPOXY
18" MIN EMBEDMENT
INTO EXISTING SLAB
1. SEALANT SHALL BE POURABLE SEALANT MEETING ASTM D 5893 AND
SPECIFICATIONS
2. JOINT SEAL SHALL BE APPLIED SUBSEQUENT TO FLOOR COATING, NOT PART
OF THE FLOOR COATING SYSTEM MAY BRIDGE THE JOINT SEALANT
3. CHAMFER ONLY EXTERIOR JOINTS.
HEAT TUBING
DOOR SCHEDULE REMARKS
DOOR SCHEDULE AND TYPE NOTES
A. GLAZING SHALL BE SAFETY GLAZING.
B. COORDINATE ROUGH OPENING AND SHIM SPACE WITH
MANUFACTURER.
C. PROVIDE 1/2" SHIM SPACE ALL SIDES OF EXTERIOR
DOORS TO MAINTAIN ADEQUATE SPACE FOR FULL DEPTH
SPRAY FOAM INSULATION. CONTRACTOR IS
RESPONSIBLE FOR COORDINATION AND ACCURACY OF
SHOP DRAWINGS.
D. DOOR AND FRAME TYPES REPRESENTED AS VIEWED
FROM EXTERIOR SIDE UNLESS NOTED OTHERWISE.
1. NOT USED
DOOR SCHEDULE ABBREVIATIONS
SEE MATERIAL SCHEDULE FOR MATERIAL TYPES
HM HOLLOW METAL
INHM INSULATED HOLLOW METAL
DOOR TYPES
G
HALF GLASS
SCHEDULE
PER
P E
R S
C H
E D
U L E
6" 6"
FRAME TYPES
S
SINGLE
P E
R S
C H
E D
U L E
2"
SCHEDULE
PER 2"
HDW-1
QTY MANUFACTURER MODEL
3 STANDARD HINGE BEST FBB199NRP (4 1/2" x 4 1/2") US32D US32D 1 EXIT DEVICE BEST 3RO2108 x V4908A x LHR x 630 x 630 x 36" x 82" x 1 3/4" DOOR 630
1 CYLINDER BEST 12E72(PAT.)RP 626 626
1 CYLINDER BEST 7190224 (7P) CONSTRUCTION CORE
1 SURFACE CLOSER DORMAKABA QDC114 689 689
1 KICK PLATE ROCKWOOD K1050 10" x 34" US32D US32D
1 THRESHOLD NGP 8513-36"
1 GASKETING NGP 200NA-36" A
1 GASKETING NGP 700NA-36" x 84" A
1 MISCELLANEOUS ITEM NGP 16A-40" A
1 BOTTOM DOOR SWEEP NGP TBD
SEE ELECTRICAL SHEETS FOR ADDITIONAL HARDWARE.
HARDWARE GROUPS
MATERIAL SCHEDULE NOTES
A. SEE EXTERIOR ELEVATIONS.
B. THE MATERIAL SCHEDULE PROVIDES A BASIS OF DESIGN.
SEE SPECIFICATIONS FOR PRODUCT INFORMATION,
PERFORMANCE CRITERIA, AND ACCEPTABLE
ALTERNATIVE MANUFACTURERS.
C. THE MATERIAL SCHEDULE IS ORGANIZED BY SPEC
NUMBER. MATERIALS WITH SPEC NUMBERS INCLUDING
'NA' PROVIDE A BASIS OF DESIGN WITH NO CORRELATING
SPEC SECTION.
D. SEE MATERIAL SCHEDULE INDEX BELOW TO QUICKLY
FIND THE SPEC NUMBER FOR MATERIALS ORGANIZED BY
TYPE.
MISCELLANEOUS
1. PROVIDE PNT-31, PAINT AND PRIME ALL SIDES
MATERIAL SCHEDULE REMARKS
MFSD MANUFACTURER'S STANDARD
SPEC SPECIFICATION
TYP TYPICAL
MATERIAL SCHEDULE ABBREVIATIONS
A. WITHIN THE SCOPE OF WORK INDICATED BY THE
DRAWINGS, REMOVE LOOSE, FLAKING, AND PEELING
PAINT. FEATHER AND SAND SMOOTH EXISTING PAINT
TRANSITIONING TO NEW WORK. PREPARE SURFACES
PER SPECIFICATIONS.
B. PAINT THE DOOR TOE ASSEMBLY AND APPROXIMATELY
20" OF THE ADJACENT DOOR STRUCTURE, AS WELL AS
ANY AREAS WHERE EXISTING COATINGS HAVE BEEN
REMOVED OR ARE FAILING. PAINT MATERIALS AND
APPLICATION REQUIREMENTS SHALL COMPLY WITH THE
PAINTING SPECIFICATIONS.
C. MATCH EXISTING COLORS UNLESS OTHERWISE NOTED.
D. CONTRACTOR TO FIELD VERIFY PAINT ON EXISTING
METAL PANELS TO REMAIN.
PAINTING NOTES
U.S. AIR FORCE
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A050
A R
C H
IT
E
C T
U R
A L S
C H
E D
U L E
S A
N D
T Y
P E
S
J B
J A
C
S M
M
J B
P
DOOR SCHEDULE
DOOR
NUMBER
DIMENSIONS DOOR FRAME HARDWARE
GROUP REMARKS
DOOR
NUMBERWIDTH HEIGHT CONSTRUCTION TYPE FINISH CONSTRUCTION TYPE FINISH
115 3'-0" 7'-0" HG -- S(E) -- 115
116 3'-0" 7'-0" HG -- S(E) -- 116
MATERIAL SCHEDULE
SPEC TYPE DESCRIPTION LOCATION
BASIS OF DESIGN REMARKS
TYPEMANUFACTURER MODEL COLOR
LOW
EMITTING MISCELLANEOUS
07 40 00 - THERMAL AND MOISTURE PROTECTION - ROOFING AND SIDING PANELS
07 42 13 MTW-1 22 GAUGE METAL SIDING - CONCEALED FASTENER PER EXTERIOR ELEVATIONS AEP SPAN BOX RIB SIDING MATCH EXISTING MTW-1
07 42 13 MTW-2 11 GAUGE STEEL DIAMOND PLATE - EXPOSED FASTENER PER EXTERIOR ELEVATIONS -- -- MATCH EXISTING 1. MTW-2
09 60 00 - FINISHES - FLOORING
09 65 00 RB-1 RUBBER BASE AT COUNTERWEIGHT ENCLOSURES ROPPE 700 SERIES MATCH EXISTING LE-D RB-1
09 90 00 - FINISHES - PAINTING AND COATING
09 90 00 PNT-50 INTERIOR PAINT - WALL AT COUNTERWEIGHT ENCLOSURES SHERWIN WILLIAMS PROMAR 200 INTERIOR LATEX MATCH EXISTING LE-F PNT-50
09 90 00 PNT-90 EXTERIOR PAINT - FLOOR CONCRETE FLOOR SHERWIN WILLIAMS EXTERIOR EPOXY PAINT WHITE (MATCH EXISTING) LE-F PNT-90
09 91 13 PNT-10 EXTERIOR PAINT - TYPICAL PER EXTERIOR ELEVATIONS SHERWIN WILLIAMS INDUSTRIAL ENAMEL ALKYD MATCH EXISTING PNT-10
09 91 13 PNT-30 EXTERIOR PAINT - DOOR AND DOOR FRAME PER DOOR SCHEDULE SHERWIN WILLIAMS INDUSTRIAL ENAMEL ALKYD MATCH EXISTING PNT-30
09 91 13 PNT-31 EXTERIOR PAINT - DOOR AND DOOR FRAME PER EXTERIOR ELEVATIONS SHERWIN WILLIAMS INDUSTRIAL ENAMEL ALKYD MATCH EXISTING PNT-31
09 91 13 PNT-41 EXTERIOR PAINT - FLOOR STRIPING (ALTERNATE COLOR 1) PER PLANS SHERWIN WILLIAMS EXTERIOR EPOXY PAINT YELLOW - MATCH EXISTING PNT-41
09 91 13 PNT-42 EXTERIOR PAINT - FLOOR STRIPING (ALTERNATE COLOR 2) PER PLANS SHERWIN WILLIAMS EXTERIOR EPOXY PAINT BLACK PNT-42
INHM
INHM
PNT-30
PNT-30
EXISTING(E)
EXISTING(E)
HDW-1
HDW-1
G
HG G
A K
AF AL
T S
T A
E O
49 TH
S
JAMES D. BARTLETT
No. A10413
R E
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PROFESSIONAL
ARC
H
IT
E C
T
13-MAR-2026
A300
B1
A205
A1
A205
A3 A205
A4
AA1 A3 A6 B B3 B6 CB1C1D1
1.2
1.7
2.5
3.2
4.2
4.9
B1
A400
B6
A400
116 115
NEW HEATED CONCRETE APRON PER CIVIL
PROVIDE 8" DIAGONAL
ALTERNATING BLACK AND
YELLOW STRIPING
PROVIDE 6"
YELLOW
STRIPING
EXISTING YELLOW STRIPING
TO REMAIN, TYPICAL
EXISTING YELLOW
STRIPING TO
REMAIN, TYPICAL
PROVIDE 6" DIAGONAL
ALTERNATING BLACK AND
YELLOW STRIPING
5'-0" 5'-0"
ALIGN STRIPING TRANSITION
WITH FACE OF FINISH
REPAIR HANGER DOORS
PER SECTIONS, TYPICAL
/4
19'-6"19'-8 1/4"
F7
A200
F5
A200
ARCHITECTURAL PLAN NOTES
A. ARCHITECTURAL OVERALL PLANS SHOW SPATIAL
RELATIONSHIPS FOR THE BUILDING AS A WHOLE.
CONSTRUCTION COMPONENTS MAY BE SIMPLIFIED OR
OMITTED FOR CLARITY.
B. PAINT NEW CONCRETE WITH PNT-50 TO MATCH EXISTING.
C. REPLACE EXISTING STRIPING WHERE AFFECTED BY
WORK.
46"
EXTERIOR ELEVATION LEGEND
EXISTING STRIPING TO REMAIN
8" DIAGONAL ALTERNATING
PNT-41 / PNT-42 STRIPING PER
MATERIAL SCHEDULE
6" DIAGONAL ALTERNATING
PNT-41 / PNT-42 STRIPING PER
MATERIAL SCHEDULE
U.S. AIR FORCE
SHEET ID
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A200
S
T F
L O
O R
P L A
N
J B
J A
C
S M
M
J B
P
1/8" = 1'-0"A200
A1 OVERALL PLAN - 1ST FLOOR
NOT TO SCALEA200
F5 EXISTING EXTERIOR STRIPING
NOT TO SCALEA200
F7 EXISTING INTERIOR STRIPING
A K
AF AL
T S
T A
E O
49 TH
S
JAMES D. BARTLETT
No. A10413
R E
G
IS
T
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PROFESSIONAL
ARC
H
IT
E C
LC
OPEN
CLOSE
ON L Y QUAL I F I ED PER SON N EL
AU T H OR I Z ED BY T H E SQU AD R ON
COM M AN D ER M AY OPER AT E T H I S
H AN GAR D OOR
A F O S H S T D 9 1 - 1 0 0 P A R A G R A P H 7 . 2 . 3 . 4
DOOR OPERATOR
AUTHORIZATION LIST
SAFETY INSTRUCTIONS
N64 39'00
W147 03'10
N6438.996 W14703.139
AU T H OR I Z ED PER SON N EL ON L Y
DANGER
ONLY QUALIF IED PERSONNEL
AUTHORIZED BY THE SQUADRON
COMMANDER MAY OPERATE THIS
HANGAR DOOR
AFO
SH
S
TD
-1 P
AR
AGR
AP
H 7.2
.3.
SAFETY INSTRUCTIONS
AUTHORIZATION LIST
DOOR OPERATOR
N6438.996 W 14703.139
W147 03'10N64 39'00
CLOSE
OPEN
1'-7"
"4
"5
"6
1'-4"
3'-4" 2'-4"
VARIES
1/8" X 48 H ALUMINUM
TREAD PLATE SCUFF
PANEL (SINGLE SHEET)
MOTOR ENCLOSURE
ACCESS DOOR
CENTER DOOR ON MOTOR CRANK
ACCESS POINT OF CONNECTION
EXISTING
BUILDING
STRUCTURE
N64 65'06
N64.650573 W147.058820
W147 05'90
KEYNOTES:
1. 3 x 3 x 1/4 x 8' - 0" VERTICAL
FRAMING ANGLE.
2. 1/4" x 5 1/2" x 6" BASE AND CAP
PLATE.
3. 2 x 2 x 3/16 x LENGTH
REQUIRED FENCE BRACING
ANGLE.
4. 2 x 2 x 3/16 x LENGTH
REQUIRED SHELF ANGLE.
5. 2 x 2 x 3/16 x LENGTH
REQUIRED DIAGONAL
BRACING ANGLE.
6. 14 GA FORMED SHEET
7. 1/8" ALUMINUM TREAD PLATE
48" H.
8. MAINTENANCE AND
EMERGENCY MOTOR CRANK
CONNECTION DOOR ACCESS.
14 GA FORMED SHEET
ACCESS DOOR WITH DOOR
BACKING ANGLES AND
CONTINUOUS HINGE.
9. DOOR LATCHES.
10. MAINTENANCE DOOR
ACCESS. 14. GA FORMED
SHEET ACCESS DOOR
BACKING ANGLES AND
CONTINUOUS HINGE.
DOOR OPERATOR AND
SIGNAGE SEE A208
SAFETY INSTRUCTION SIGN
HOLDERS "J" SEE A208
NAVIGATION LOCATION SIGNAGE.
SEE SIGN "F" ON A208 - VERIFY
TEXT, TEXT SIZE AND LOCATION
WITH EXISTING.
2" RETURN
LEGS. TYP.
AFOSH 91-100
CHAPTER 7
REQUIRED
REGULATORY
SIGNAGE SEE
SHEET A208
SIGN "A"
SEE A208
SIGN "D"
SEE A208
N64 65'06
N64.650573 W 147.058820
W147 05'90
E6
A205
SIMILAR
E6
A205
SIMILAR
AA1
4.2
4.9
AS REQUIRED FOR COUNTERWEIGHT AND EQUIPMENT
4'-0" +/-
A
S R
E Q
U
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E D
F O
R C
O U
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E R
W E
IG
H
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B
A
S R
E Q
U
IR
E D
5'-0" AS REQUIRED FOR COUNTERWEIGHT
E6
A205
SIMILAR
E6
A205
SIMILAR
C
4.2
AS REQUIRED FOR COUNTERWEIGHT AND EQUIPMENT
4'-0" +/-
A
S R
E Q
U
IR
E D
INTERIOR DETAIL NOTES - FINISH
A. SEE FINISH PLANS FOR ADDITIONAL INFORMATION.
B. SEE ROOM SCHEDULE FOR FINISHES.
C. SEE MATERIAL SCHEDULE FOR ADDITIONAL
INFORMATION.
D. PROVIDE FINISHES TO FULL HEIGHT OF WALL UNLESS
NOTED OTHERWISE.
U.S. AIR FORCE
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C:\Users\tlm\Documents\022501 - ARCH CENTRAL - 2025_1340_tehyaSJ4K8.rvt
3/13/2026 11:54:36 AM
A205
M O
T O
R E
N C
L O
S U
R E
A N
D P
E R
S O
N N
E L D
O O
R
J B
J A
C
S M
M
J B
P
1/2" = 1'-0"A205
E6 MOTOR ENCLOSURE ELEVATION
NOT TO SCALEA205
A6 MOTOR ENCLOSURE - ISOMETRIC
1/2" = 1'-0"A205
A1 INTERIOR PLAN DETAIL - MOTOR ENCLOSURE - WEST
1/2" = 1'-0"A205
A3
INTERIOR PLAN DETAIL - MOTOR ENCLOSURE -
CENTRAL
1/2" = 1'-0"A205
A4 INTERIOR PLAN DETAIL - MOTOR ENCLOSURE - EAST
A K
AF AL
T S
T A
E O
49 TH
S
JAMES D. BARTLETT
No. A10413
R E
G
IS
T
ER
ED
PROFESSIONAL
ARC
H
IT
E C
LOCK DOOR BEFORE
OPENING
HANGAR DOOR
DOOR PER DOOR SCHEDULE
PROVIDE ANTI SLIP
PAINT
THRESHOLD SET IN
SEALANT PER
HARDWARE GROUP
PROVIDE ANTI SLIP
PAINT
NEW APRON PER CIVIL
REPLACE EXISTING
BULB SEALS AT
BASE OF DOOR
REPLACE EXISTING
BULB SEALS AT
BASE OF DOOR
TRIM AT PERSONNEL
DOORS, FULL WIDTH
DOOR CLOSER PER
HARDWARE GROUP
WEATHER STRIPPING AT
JAMBS AND HEAD PER
HARDWARE GROUP
WARNING SIGN, SEE SIGN TYPE E
LEVER HANDLE HARDWARE
PER HARDWARE GROUP
18 GA. HOLLOW METAL DOOR
THRESHOLD - BED IN SEALANT
HANGAR DOOR SILL
CONTINUOUS SEALANT ENTIRE
PERIMETER OF DOOR
WARNING SIGN, SEE SIGN TYPE H
A1
A208
A1
A208
EXTERIOR INTERIOR
EXISTING METAL WALL PANEL
MTW-1
2X4 TREATED WOOD
SUBGIRT AND BLOCKING
EXISTING 8" STEEL GIRT
EXISTING 16 GA STEEL TRIM
EXISTING HOLLOW
METAL FRAME WITH
SEALANT AND
THERMAL BREAK.
HOLLOW METAL DOOR
5 3/4"
EXISTING METAL SOFFIT
PANELS AND WOOD BLOCKING
EXISTING STEEL FRAMING
BEYOND TO REMAIN
NEOPRENE CLOSURE ON BACK
SIDE
REPLACE ROLLER ASSEMBLY
HANGAR DOOR
EXISTING METAL WALL PANEL
TO REMAIN
9" EPS TO REPLACE
EXISTING XPS
ALL PERIMETER SEALS TO BE
REPLACED
MTW-1
EXTERIOR INTERIOR
PROVIDE NEW BRUSH SEALS AT DOORS
HANGAR DOOR ASSEMBLY
PER SECTIONS
FINISH PER EXTERIOR
ELEVATIONS
EXISTING EXTERIOR METAL PANEL TO REMAIN
REPAIR PAINT PER EXTERIOR ELEVATIONS
EXISTING STRUCTURE TO REMAIN
PROVIDE JAMB BLOCKING
VERIFY
FIELD
MTW-1 PER MATERIAL SCHEDULE
MTW-2 PER MATERIAL SCHEDULE
2X4 TREATED WOOD SUBGIRT. SECURE TO
STEEL GIRT W/ C.S. SCREWS
6" / 8" STEEL GIRT CHANNEL W 2"X2" 8" 11GA.
9" EPS
1 1/2" X 12" 18 GA FLAT LINER PANEL
METAL FLASHING
EXTERIOR DETAIL NOTES
A. SEE ARCHITECTURAL INFORMATION SHEETS FOR NOTES
AND LEGENDS.
B. SEE INTERIOR ASSEMBLIES AND DETAILS FOR ADDITIONAL
INFORMATION.
C. EXTERIOR DETAILS SHOW BUILDING ENVELOPE LAYER
CONTINUITY AT TRANSITIONS. CONSTRUCTION
COMPONENTS MAY BE SIMPLIFIED OR OMITTED FOR
CLARITY.
D. STRUCTURAL ELEMENTS INDICATED IN ARCHITECTURAL
DRAWINGS PROVIDE CONTEXT, NOT A COMPLETE AND
ACCURATE REPRESENTATION OF THE STRUCTURAL
SYSTEM. REFER TO DETAILS ON S SHEETS FOR
CONSTRUCTION OF STRUCTURAL SYSTEMS.
E. SEE STRUCTURAL FOR LOAD BEARING MEMBERS AND
ASSOCIATED MECHANICAL FASTENERS.
F. SEE ELECTRICAL FOR EXTERIOR MOUNTED ITEMS,
INCLUDING, BUT NOT LIMITED TO LIGHTING,
RECEPTACLES, SENSORS, SIGNAGE, ANTENNAE, PANELS,
CONDUIT, AND JUNCTION BOXES. PROVIDE BLOCKING AS
NEEDED, ATTACH TO PRIMARY FRAMING MEMBERS, AND
WEATHER SEAL PER EXTERIOR DETAILS.
G. SEE MECHANICAL FOR EXTERIOR PENETRATIONS
INCLUDING BUT NOT LIMITED TO LOUVERS, DUCTS, PIPES,
FLUES, HOSE BIBBS, AND UTILITIES. PROVIDE BLOCKING
AS NEEDED, ATTACH TO PRIMARY FRAMING MEMBERS,
AND WEATHER SEAL PER EXTERIOR DETAILS.
H. PROVIDE PRE-FINISHED METAL FLASHING UNLESS NOTED
OTHERWISE. PERFORATE AT VENTED ASSEMBLIES.
I. PREPARE PENETRATIONS AND OPENINGS PER DETAILS
INDICATED HEREIN.
U.S. AIR FORCE
SHEET ID
G
M A
R K
D E
S C
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C:\Users\tlm\Documents\022501 - ARCH CENTRAL - 2025_1340_tehyaSJ4K8.rvt
3/13/2026 11:54:37 AM
A206
H A
N G
A R
P E
R S
O N
N E
L D
O O
R D
E T
A
IL
S
J B
J A
C
S M
M
3" = 1'-0"A206
A1 EXTERIOR DETAIL - PERSONNEL DOOR SILL
1" = 1'-0"A206
A4 PERSONNEL DOOR ELEVATION
3" = 1'-0"A206
D1 EXTERIOR DETAIL - HEAD DETAIL AT PERSONNEL DOOR
3" = 1'-0"A206
D7 HANGAR DOOR DETAIL - HEAD
3" = 1'-0"A206
A7 HANGAR DOOR DETAIL - JAMB
3" = 1'-0"A206
D4 EXTERIOR DETAIL - SIDING TRANSITION AT HANGAR DOOR
A K
AF AL
T S
T A
E O
49 TH
S
JAMES D. BARTLETT
No. A10413
R E
G
IS
T
ER
ED
PROFESSIONAL
ARC
H
IT
E C
LC
LOCK DOOR BEFORE
OPENING
HANGAR DOOR
DOOR OPERATION WARNING
OPEN
CLOSE
OPEN
CLOSE
1.
2.
3.
1.
2.
3.
4.
5.
6.
DOOR OPERATOR
AUTHORIZATION LIST
SAFETY INSTRUCTIONS
ONLY QUALIFIED PERSONNEL
AUTHORIZED BY THE SQUADRON
COMMANDER MAY OPERATE THIS
HANGAR DOOR
AFOSH STD 91-100 PARAGRAPH 7.2.3.4
DANGER SIGN ON VERTICAL SURFACE
NTS
WARNING SIGN
NTS
WARNING SIGN
NTS
WARNING SIGN
NTS
WARNING SIGN
NTS
WARNING SIGN
NTS
WARNING SIGN
NTS
HANGAR DOOR OPERATOR CONTROL BUTTONS SIGN
NTS
SAFETY INSTRUCTIONS HOLDER SIGN
NTS
LOCATION SIGNAGE
NTS
LOCATION SIGNAGE NOTES:
1. ADHESIVE BACKED VINYL DIE-CUT LETTERS AND NUMBERS.
2. VERIFY FINAL TEXT, LOCATION AND SIZE WITH CONTRACTING
OFFICER REPRESENTATIVE.
ILLUSTRATED TEXT IS FOR BIDDING PURPOSES ONLY.
3. TEXT IN EACH BAY MAY BE DIFFERENT.
4. COLOR BLACK
5. BAY - N64.650573 W147.058820 (EXAMPLE - CONTRACTOR TO
CONFIRM COORDINATES WITH EAFB)
/2
A
F F
RED LETTERS
GREEN LETTERS
ADHESIVE
BACKED VINYL
DIE-CUT LETTERS
AND NUMBERS
1'-2"
10"
10"
10"
1'-2"
2'-0"
3 1/2"
11"
8 1/2"
/1
/2
ADHESIVE BACKED VINYL DIE-CUT
LETTERS AND NUMBERS
COLOR BLACK
LUCITE PLASTIC PANEL HOLDER
LISTS PROVIDED BY COR AND
INSTALLED BY CONTRACTOR
A B C D E F
G H I J
N64 65'06
N64.650573 W147.058820
W147 05'90
SIGN
TYPE
SIGN
QUANTITY
A
B
C
D
E
F
G
H
I
J
SIGNAGE SCHEDULE
SIGN SCHEDULE NOTES:
1. ALL SIGNS TO MEET ANSI Z535 STANDARDS.
2. TOREX BUTTON HEAD STAINLESS STEEL
FASTENERS.
3. BASIS OF DESIGN; SETON CUSTOM
ALUMINUM SIGN BY SETON IDENTIFICATION
PRODUCTS OR APPROVED EQUAL.
A C
C B
F
G
B
E
J
A
H
I
D
CB
B
E
D
G
A208
E9
B1
A400
B6
A400
DOOR THRESHOLD
ANTI-SLIP PAINT
PAINT DOOR SILLS
EXTERIOR DETAIL NOTES
A. SEE FIRST SHEET IN SERIES FOR EXTERIOR DETAIL
NOTES.
U.S. AIR FORCE
SHEET ID
G
M A
R K
D E
S C
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C:\Users\tlm\Documents\022501 - ARCH CENTRAL - 2025_1340_tehyaSJ4K8.rvt
3/13/2026 11:54:37 AM
A208
H A
N G
A R
D O
O R
S
IG
N A
G E
J B
J A
C
S M
M
3" = 1'-0"A208
A1 HANGAR BAY SIGNAGE TYPES
1/2" = 1'-0"A208
E7 SIGNAGE SCHEDULE
1/4" = 1'-0"A208
E1 HANGAR DOOR PLAN - SIGNAGE LOCATION
1/2" = 1'-0"A208
E9 ANTI-SLIP PAINTING
A K
AF AL
T S
T A
E O
49 TH
S
JAMES D. BARTLETT
No. A10413
R E
G
IS
T
ER
ED
PROFESSIONAL
ARC
H
IT
E C
1ST FLOOR
0"
A B C
B1
A400
116 115
REPAIR HANGAR DOORS PER SECTIONS
77'-6"
REPAIR HANGAR DOORS PER SECTIONS
77'-6"
TOP OF DOOR
24'-0"
B6
A400
EXISTING GIRT
7'-2"
D4
A206
B1
A400
TYPICAL
4'-0"
EXTERIOR ELEVATION NOTES
A. EXTERIOR ELEVATIONS SHOW EXTERIOR FINISHES,
OPENINGS, AND CALLOUTS OF EXTERIOR ENVELOPE
DETAILS.
B. SEE ELECTRICAL FOR EXTERIOR MOUNTED ITEMS.
PROVIDE TREATED BLOCKING, ATTACH TO PRIMARY
FRAMING MEMBER, AND WEATHER SEAL AS REQUIRED.
C. SEE MECHANICAL FOR EXTERIOR PENETRATIONS
INCLUDING BUT NOT LIMITED TO LOUVERS, FLUES, AND
UTILITIES. PROVIDE TREATED BLOCKING, ATTACH TO
PRIMARY FRAMING MEMBER, AND WEATHER SEAL AS
REQUIRED.
EXTERIOR ELEVATION LEGEND
NOT IN SCOPE
MTW-1 PER MATERIAL
SCHEDULE
MTW-2 PER MATERIAL
SCHEDULE
EXISTING METAL BUILDING
PANELS TO REMAIN. REMOVE
AND REPAINT EXISTING
COATINGS ADJACENT TO WORK
PER PAINTING NOTES ON A050.
PAINT ENTIRE DOOR TOE
ASSEMBLY PER PAINTING NOTES
ON A050.
U.S. AIR FORCE
SHEET ID
G
M A
R K
D E
S C
R
IP
T
IO
N D
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E
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C:\Users\tlm\Documents\022501 - ARCH CENTRAL - 2025_1340_tehyaSJ4K8.rvt
3/13/2026 11:54:38 AM
A300
E X
T E
R
IO
R E
L E
V A
T
IO
N S
J B
J A
C
S M
M
J B
P
1/8" = 1'-0"A300
B1 EXTERIOR ELEVATION - SOUTH
A K
AF AL
T S
T A
E O
49 TH
S
JAMES D. BARTLETT
No. A10413
R E
G
IS
T
ER
ED
PROFESSIONAL
ARC
H
IT
E C
WALL SECTION NOTES
A. SECTIONS SHOW VERTICAL SPATIAL RELATIONSHIPS.
CONSTRUCTION COMPONENTS MAY BE SIMPLIFIED OR
OMITTED FOR CLARITY.
B. SEE ARCHITECTURAL PLANS FOR WALL SECTION
CALLOUTS.
C. SEE DETAILS FOR ADDITIONAL INFORMATION.
EXISTING DOOR ASSEMBLY DEMOLITION:
(EXTERIOR)
• 1 1/2" FLAT PROFILE METAL WALL PANEL (REMOVE)
• WOOD BLOCKING WITH INSULATION (REMOVE)
• 1 1/2" WOOD FURRING (REMOVE)
• 9" RIGID INSULATION (REMOVE)
• METAL DOOR STRUCTURE (REUSE STEEL FRAME, REMOVE RIGID INSULATION)
• 1 1/2" FLAT PROFILE METAL WALL PANEL TO REMAIN
• PERIMETER SEALS (REMOVE)
(INTERIOR)
EXTERIOR INTERIOR EXTERIOR INTERIOR
ADDITIONAL ITEMS TO BE REPLACED:
1. PROVIDE NEW CONTINUOUS HEAD, AND SILL SEALS
CONSTRUCTED FROM ARCTIC GRADE GASKET RUBBER.
2. PROVIDE NEW CONTINUOUS BRUSH SEALS AT SIDE JAMBS.
3. PROVIDE NEW PERSONNEL DOOR, FRAME & HARDWARE
REFURBISH SIDE ROLLER PER STRUCTURAL
D1
A206
A1
A206
A7
A206
NEW DOOR ASSEMBLY (UPPER):
(EXTERIOR)
• MTW-1 PER MATERIAL SCHEDULE
• 2 X TREATED FURRING ATTACHED TO EXISTING DOOR STRUCTURE
• (E) METAL DOOR STRUCTURE
• 9" EXPANDED POLYSTYRENE FOAM
• (E) 1 1/2" METAL PANELS
(INTERIOR)
• PERIMETER SEALS
A206
D7
NEW CONCRETE APRON PER CIVIL
NEW DOOR ASSEMBLY (LOWER):
(EXTERIOR)
• MTW-2 PER MATERIAL SCHEDULE
• 2 X TREATED FURRING ATTACHED TO EXISTING DOOR STRUCTURE
• (E) METAL DOOR STRUCTURE
• 9" EXPANDED POLYSTYRENE FOAM
• (E) 1 1/2" METAL PANELS
(INTERIOR)
• PERIMETER SEALS
D4
A206
EXISTING METAL WALL PANELS TO REMAIN. REPAIR PAINT
PER EXTERIOR ELEVATIONS
U.S. AIR FORCE
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C:\Users\tlm\Documents\022501 - ARCH CENTRAL - 2025_1340_tehyaSJ4K8.rvt
3/13/2026 11:54:38 AM
A400
W A
L L S
E C
T
IO
N S
J B
J A
C
S M
M
J B
P
NOT TO SCALEA400
B1 HANGAR DOOR SECTION - EXISTING AND DEMOLITION
NOT TO SCALEA400
B6 HANGAR DOOR SECTION - RENOVATION
A K
AF AL
T S
T A
E O
49 TH
S
JAMES D. BARTLETT
No. A10413
R E
G
IS
T
ER
ED
PROFESSIONAL
ARC
H
IT
E C
B. CONCRETE
1. GENERAL:
A. ALL CAST-IN-PLACE CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH (f'c) OF
4,500 PSI.
B. CONCRETE SHALL MEET ALL REQUIREMENTS OF ACI 301 SPECIFICATION FOR STRUCTURAL
CONCRETE BUILDINGS.
C. ALL PERMANENTLY EXPOSED CONCRETE EDGES TO BE CHAMFERED 3/4", UNLESS NOTED
OTHERWISE
D. PROVIDE SLEEVES FOR ALL UTILITY OPENINGS.
E. DIMENSIONS SHOWN ON DRAWING SHALL SUPERSEDE THOSE SHOWN ON GENERAL NOTES.
2. REINFORCING:
A. REINFORCING BARS SHALL CONFORM TO ASTM A615 GRADE 60. WELDED WIRE FABRIC SHALL
CONFORM TO ASTM A185.
B. DETAIL REINFORCING BARS IN ACCORDANCE WITH THE ACI DETAILING MANUAL AND THE ACI
BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, LATEST EDITION.
C. HORIZONTAL FOUNDATION AND WALL REINFORCING SHALL BE CONTINUOUS AROUND CORNERS AND
INTERSECTIONS; PROVIDE CORNER BARS.
D. PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORT REINFORCING AT POSITIONS SHOWN ON THE
DRAWINGS. PROVIDE SUFFICIENT TIE BARS TO SUPPORT ALL REINFORCING.
E. DO NOT CUT ANY REINFORCEMENT AT OPENINGS.
F. UNLESS A REINFORCING SPLICE, CLEAR DISTANCE BETWEEN REINFORCING SHALL NOT BE LESS
THAN 1.5 BAR DIAMETERS NOR LESS THAN 1 1/2''.
G. MINIMUM LAP SPLICE LENGTHS FOR CONCRETE REINFORCING BARS SHALL BE AS FOLLOWS:
a. SPLICES WITH 12” OR MORE OF FRESH CONCRETE PLACED BENEATH: 80 BAR DIAMETERS
b. ALL OTHER SPLICES: 62 BAR DIAMETERS
H. PROVIDE REINFORCEMENT COVER AS FOLLOWS (ACI 7.7), UNLESS NOTED OTHERWISE ON
DRAWINGS:
a. CONCRETE POURED AGAINST EARTH ........... 3" ±3/8"
b. CONCRETE EXPOSED TO EARTH OR WEATHER:
• NO. 6 OR LARGER .................................. 2" ±3/8"
• NO. 5 OR SMALLER ................................ 1 1/2" ±3/8"
c. CONCRETE NOT EXPOSED TO EARTH OR WEATHER:
• NO. 11 OR SMALLER ............................... 3/4" ±3/8"
d. CONCRETE SLABS ON GRADE ........................... PER DETAILS
3. EMBEDDED ANCHORS:
A. ANCHOR BOLTS FOR STEEL EMBEDS SHALL BE ASTM F1554 GRADE 36 HEAVY HEX HEAD UNO.
ANCHOR BOLTS ARE TO BE ACCURATELY PLACED WITH SETTING TEMPLATES.
B. WHERE ANCHOR BOLT PROJECTION IS NOT…
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