Attachment 2 Drawings and Reference Photos.pdf
PDF 6 MB Posted
- Attached to
- Earthquake Repair Multiple Facilities Federal contract opportunity
- Solicitation number
- FA500020Q0092
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Solicitation Amendment FA500020Q00920003 SF 30.pdf | ||
| Questions and Answers.pdf | ||
| Attachment 1 SOW and SPECS (Rev. 1).pdf | ||
| Attachment 2 Multi-Facility EQ Repair 20 Aug 2020.pdf | ||
| Solicitation Amendment FA500020Q00920002.pdf | ||
| Solicitation Amendment FA500020Q00920001 SF 30.pdf | ||
| Solicitation - FA500020Q0092.pdf | ||
| Attachment 1 SOW and SPECS.pdf | ||
| Attachment 3 AF 66.pdf | ||
| Attachment 4 DD1354-fillable.pdf | ||
| Attachment 5 DBA WD AK20200001 20200813.pdf |
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Text version
ALASKA CANADA
ARCTIC
OCEAN
PACIFIC
OCEAN
BERING
SEA
JBER
RICHARDSON
I
N
T
E
R
N
A
T
I
O
N
A
L
D
A
T
E
L
I
N
E
A B C D E F G H
SHEET
REFERENCE
NUMBER
ANSI
D
AF PROJECT NUMBER:
AEC FILE NAME:
DRAWING SCALE:
PLOT SCALE:
SYMBOL DATE DESCRIPTION
REVISIONS
JOINT BASE ELMENDORF-RICHARDSON, AK
DESIGNED BY: PUTT
DRAWN BY: PUTT
CHECKED BY:
PROJ. ENG.
DESIGN
PRELIMINARY
DRAWINGS
1:1
AF CONTRACT NUMBER:
INV. NUMBER:
FACILITY: 7053,7076, 7083,7179,8005,9311,10364,10366,11369,16670,16673
DATE APPR
DATE:
DATE:
DATE:
DATE:
DRAWING NO:
I
U.S. AIR FORCE
TITLE SHEET
G-1
2/3/2020
EARTHQUAKE REPAIR MULTI-FAC
X.DWG
FXSB20-5250M
NTS
SCHEDULE OF DRAWINGS
SHEET REFERENCE NUMBER SHEET TITLE
G-1
COVER SHEET, VICINITY MAP & GENERAL NOTES
A-1
DAMAGE MAP (B7053)
A-2
DAMAGE MAP (B7053)
A-3
DAMAGE MAP (B7053)
A-4
DAMAGE MAP (B7076)
A-5
DAMAGE MAP (B7083)
A-6
DAMAGE MAP (B7179)
A-7
DAMAGE MAP (B8005)
A-8
DAMAGE MAP (B9311)
A-9
DAMAGE MAP (B10364,B10366,B11369)
A-10
DAMAGE MAP (B16670)
A-11
DAMAGE MAP (B16673)
S-1
REPAIR DETAIL
S-2
REPAIR DETAIL
MAP KEY
LOCATION DESCRIPTION
GATE 1 MAIN VISITOR'S CENTER
BUILDING 10480 CONTRACTING SERVICES
BUILDING 7053
BUILDING 7076
BUILDING 7083
BUILDING 7179
BUILDING 8005
BUILDING 9311
BUILDING 10364
BUILDING 16670
BUILDING 16673
GENERAL NOTES
AT NO TIME WILL THE CONTRACTORS WORK, STORAGE OF MATERIALS, PARKING OF
VEHICLES OR OTHER ACTIVITIES BE ALLOWED TO INTERFERE WITH THE WORK
ACTIVITIES OF GOVERNMENT PERSONNEL OR TO DAMAGE GOVERNMENT OR PRIVATE
PROPERTY. CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS.
PARKING SHALL BE ALLOWED IN APPROVED PARKING SPACES ONLY. VEHICLES
OTHERWISE PARKED SO WILL BE REMOVED AT THE CONTRACTOR'S EXPENSE.
THE CONTRACTOR'S MATERIALS AND EQUIPMENT SHALL NOT BE STORED WITHIN
TWENTY (20) FEET OF ANY BUILDING, OBSTRUCT FIRE EXITS OR OTHERWISE INTERFERE
WITH FIRE FIGHTING FACILITIES. ANY MATERIALS, EQUIPMENT OR VEHICLES DOING SO
WILL BE REMOVED AT THE CONTRACTOR'S EXPENSE.
THE CONTRACTOR SHALL AT ALL TIMES KEEP THE WORK AREA FREE FROM
ACCUMULATION OF WASTE MATERIALS. DEBRIS SHALL BE REMOVED ON A DAILY BASIS.
ALL WELDING AND/OR THE USE OF FLAME PRODUCING DEVICES SHALL BE CLEARED
THROUGH THE FIRE DEPARTMENT.
ALL CONSTRUCTION PERMITS, FEES AND COORDINATION OF ANCILLARY ITEMS SHALL
BE THE RESPONSIBILITY OF THE CONTRACTOR.
THE WORK OF THIS CONTRACT SHALL COMPLY WITH APPLICABLE FEDERAL, STATE, AND
LOCAL CODES OR STANDARDS. ALL WORK SHALL COMPLY WITH THE MOST RECENT
ADOPTED EDITION OF THE CODES OR STANDARDS LISTED BELOW:
-EPA STANDARDS
-INTERNATIONAL BUILDING CODE (I.B.C)
-INTERNATIONAL FUEL GAS CODE (I.F.G.C)
-INTERNATIONAL MECHANICAL CODE (I.M.C)
-INTERNATIONAL PLUMBING CODE (I.P.C)
-NATIONAL ELECTRICAL CODE (N.E.C)
-NATIONAL ELECTRICAL SAFETY CODE (N.E.S.C)
-NATIONAL FIRE PROTECTION ASSOCIATION (N.F.P.A)
-OSHA STANDARDS
-SHEET METAL & AIR CONDITIONING CONTRACTOR'S NATIONAL
ASSOCIATION INC. (SMACNA)
-FIRE CODES
SCHEDULE OF REPAIRS
A. FIELD VERIFY ALL DIMENSIONS TO EXISTING WORK PRIOR TO REPAIRS.
B. REPAIR CODES INDICATED ON THE DRAWINGS AS FOLLOWS:
01-U-W-G EXAMPLE REPAIR DESIGNATION
01-INDICATES DEFECT CODE
U-INDICATES MATERIAL CODE
W-INDICATES ELEMENT CODE
G-REPAIR CODE
C. DEFECT CODES:
01-SEVERE CRACK (>1/16")
02-MINOR CRACK (<1/16")
03-SEVERE CONCRETE SPALLING
04-MINOR CONCRETE SPALLING
05-INSTABILITY/PARTIAL COLLAPSE
06-COLLAPSE
07-BUCKLED MEMBER
08-FRACTURED MEMBER
09-ANCHORAGE OR BRACING DAMAGED/MISSING
10-EXPANSION JOINT DAMAGE
11-MISSING
12-BROKEN
D. MATERIAL CODES:
C-CONCRETE
D-DRYWALL
G-GLASS
M-MASONRY (REINFORCED)
N-NONSTRUCTURAL COMPONENT
S-STEEL
ST-STUCCO
T-TILE
U-UNREINFORCED MASONRY (URM)
W-WOOD
E. ELEMENT CODES:
A-ANCHOR
B-BEAM
C-COLUMN
J-EXPANSION JOINT
L-BRACE
R-ROOFING/CEILING
S-SLAB
W-WALL
WN-WINDOW
F. REPAIR CODES:
A-RE-POINT
B-BOUNDARY
C-COMPOSITE LAYUP
D-PATCH
E-EPOXY INJECTION
F-EFIS
G-GROUT
K-CAULK
L-LEVEL
M-MORTAR
P-EPOXY GRAVITY FILL
R-REPLACE
SB-STEEL ROD BRACING
T-TIGHTEN
A B C D E F G H
SHEET
REFERENCE
NUMBER
ANSI
D
AF PROJECT NUMBER:
AEC FILE NAME:
DRAWING SCALE:
PLOT SCALE:
SYMBOL DATE DESCRIPTION
REVISIONS
JOINT BASE ELMENDORF-RICHARDSON, AK
DESIGNED BY: PUTT
DRAWN BY: PUTT
CHECKED BY:
PROJ. ENG.
DESIGN
PRELIMINARY
DRAWINGS
1:1
AF CONTRACT NUMBER:
INV. NUMBER:
FACILITY:
DATE APPR
DATE:
DATE:
DATE:
DATE:
DRAWING NO:
I
U.S. AIR FORCE
FIRST FLOOR DAMAGE MAP
A-1
NOT FOR CONSTRUCTION.
CONTRACTOR TO FIELD VERIFY ALL
DISTANCES, DIMENSIONS, & LOCATIONS.
2/3/2020
EARTHQUAKE REPAIR B7053
X.DWG
FXSB20-5250M
NTS
02-D-W-D
02-D-W-D
02-ST-W-D
(PHOTO 2)
02-ST-W-D
(PHOTO 2)
02-G-WN-R (2EA)
(PHOTO 4 & 5)
02-ST-W-D
(PHOTO 2)
WINDOW DETAIL
A-1
AutoCAD SHX Text
FIRST FLOOR
AutoCAD SHX Text
ITEM
AutoCAD SHX Text
ROOM_NUMBER
AutoCAD SHX Text
GRID
AutoCAD SHX Text
GRID
AutoCAD SHX Text
GRID
A B C D E F G H
SHEET
REFERENCE
NUMBER
ANSI
D
AF PROJECT NUMBER:
AEC FILE NAME:
DRAWING SCALE:
PLOT SCALE:
SYMBOL DATE DESCRIPTION
REVISIONS
JOINT BASE ELMENDORF-RICHARDSON, AK
DESIGNED BY: PUTT
DRAWN BY: PUTT
CHECKED BY:
PROJ. ENG.
DESIGN
PRELIMINARY
DRAWINGS
1:1
AF CONTRACT NUMBER:
INV. NUMBER:
FACILITY:
DATE APPR
DATE:
DATE:
DATE:
DATE:
DRAWING NO:
I
U.S. AIR FORCE
SECOND FLOOR DAMAGE MAP
A-2
NOT FOR CONSTRUCTION.
CONTRACTOR TO FIELD VERIFY ALL
DISTANCES, DIMENSIONS, & LOCATIONS.
2/3/2020
EARTHQUAKE REPAIR B7053
X.DWG
FXSB20-5250M
NTS
02-D-W-D
02-D-W-D
SECOND FLOOR
A B C D E F G H
SHEET
REFERENCE
NUMBER
ANSI
D
AF PROJECT NUMBER:
AEC FILE NAME:
DRAWING SCALE:
PLOT SCALE:
SYMBOL DATE DESCRIPTION
REVISIONS
JOINT BASE ELMENDORF-RICHARDSON, AK
DESIGNED BY: PUTT
DRAWN BY: PUTT
CHECKED BY:
PROJ. ENG.
DESIGN
PRELIMINARY
DRAWINGS
1:1
AF CONTRACT NUMBER:
INV. NUMBER:
FACILITY:
DATE APPR
DATE:
DATE:
DATE:
DATE:
DRAWING NO:
I
U.S. AIR FORCE
THIRD FLOOR DAMAGE MAP
A-3
NOT FOR CONSTRUCTION.
CONTRACTOR TO FIELD VERIFY ALL
DISTANCES, DIMENSIONS, & LOCATIONS.
2/3/2020
EARTHQUAKE REPAIR B7053
X.DWG
FXSB20-5250M
NTS
02-D-W-D
(PHOTO 1)
02-D-W-D
02-D-R-D
02-D-W-D
THIRD FLOOR
A B C D E F G H
SHEET
REFERENCE
NUMBER
ANSI
D
AF PROJECT NUMBER:
AEC FILE NAME:
DRAWING SCALE:
PLOT SCALE:
SYMBOL DATE DESCRIPTION
REVISIONS
JOINT BASE ELMENDORF-RICHARDSON, AK
DESIGNED BY: PUTT
DRAWN BY: PUTT
CHECKED BY:
PROJ. ENG.
DESIGN
PRELIMINARY
DRAWINGS
1:1
AF CONTRACT NUMBER:
INV. NUMBER:
FACILITY:
DATE APPR
DATE:
DATE:
DATE:
DATE:
DRAWING NO:
I
U.S. AIR FORCE
DAMAGE MAP
A-4
NOT FOR CONSTRUCTION.
CONTRACTOR TO FIELD VERIFY ALL
DISTANCES, DIMENSIONS, & LOCATIONS.
2/3/2020
EARTHQUAKE REPAIR B7076
X.DWG
FXSB20-5250M
NTS
02-D-W-D
PHOTOS 1-9, 12, 13
11-T-W-R
PHOTO 15
10-ST-J-K
PHOTO 14
12-T-W-R
PHOTO 15
02-D-R-D
PHOTO 10 & 11
A B C D E F G H
SHEET
REFERENCE
NUMBER
ANSI
D
AF PROJECT NUMBER:
AEC FILE NAME:
DRAWING SCALE:
PLOT SCALE:
SYMBOL DATE DESCRIPTION
REVISIONS
JOINT BASE ELMENDORF-RICHARDSON, AK
DESIGNED BY: PUTT
DRAWN BY: PUTT
CHECKED BY:
PROJ. ENG.
DESIGN
PRELIMINARY
DRAWINGS
1:1
AF CONTRACT NUMBER:
INV. NUMBER:
FACILITY:
DATE APPR
DATE:
DATE:
DATE:
DATE:
DRAWING NO:
I
U.S. AIR FORCE
DAMAGE MAP
A-5
NOT FOR CONSTRUCTION.
CONTRACTOR TO FIELD VERIFY ALL
DISTANCES, DIMENSIONS, & LOCATIONS.
2/3/2020
EARTHQUAKE REPAIR B7083
X.DWG
FXSB20-5250M
NTS
02-D-W-D02-D-W-D
02-D-W-D
02-D-W-D
02-D-W-D
10-N-J-K,T
10-N-J-K,T
(PHOTO 10 & 11)
10-N-J-K,T
(PHOTO 10 & 11)
AutoCAD SHX Text
VITREOUS CHINA
AutoCAD SHX Text
TOILETS
AutoCAD SHX Text
WELLWORTH
AutoCAD SHX Text K-3422
AutoCAD SHX Text
VITREOUS CHINA
AutoCAD SHX Text
TOILETS
AutoCAD SHX Text
WELLWORTH
AutoCAD SHX Text K-3422
AutoCAD SHX Text
VITREOUS CHINA
AutoCAD SHX Text
TOILETS
AutoCAD SHX Text
WELLWORTH
AutoCAD SHX Text K-3422
AutoCAD SHX Text
VITREOUS CHINA
AutoCAD SHX Text
TOILETS
AutoCAD SHX Text
WELLWORTH
AutoCAD SHX Text K-3422
AutoCAD SHX Text
VITREOUS CHINA
AutoCAD SHX Text
TOILETS
AutoCAD SHX Text
WELLWORTH
AutoCAD SHX Text K-3422
AutoCAD SHX Text
VITREOUS CHINA
AutoCAD SHX Text
TOILETS
AutoCAD SHX Text
WELLWORTH
AutoCAD SHX Text K-3422
AutoCAD SHX Text
VITREOUS CHINA
AutoCAD SHX Text
TOILETS
AutoCAD SHX Text
WELLWORTH
AutoCAD SHX Text K-3422
AutoCAD SHX Text
VITREOUS CHINA
AutoCAD SHX Text
TOILETS
AutoCAD SHX Text
WELLWORTH
AutoCAD SHX Text K-3422
AutoCAD SHX Text
VITREOUS CHINA
AutoCAD SHX Text
TOILETS
AutoCAD SHX Text
WELLWORTH
AutoCAD SHX Text K-3422
AutoCAD SHX Text
VITREOUS CHINA
AutoCAD SHX Text
TOILETS
AutoCAD SHX Text
WELLWORTH
AutoCAD SHX Text K-3422
AutoCAD SHX Text
FIRST FLOOR
AutoCAD SHX Text
VITREOUS CHINA
AutoCAD SHX Text
TOILETS
AutoCAD SHX Text
WELLWORTH
AutoCAD SHX Text K-3422
AutoCAD SHX Text
VITREOUS CHINA
AutoCAD SHX Text
TOILETS
AutoCAD SHX Text
WELLWORTH
AutoCAD SHX Text K-3422
AutoCAD SHX Text
SECOND FLOOR
THIRD FLOOR
A B C D E F G H
SHEET
REFERENCE
NUMBER
ANSI
D
AF PROJECT NUMBER:
AEC FILE NAME:
DRAWING SCALE:
PLOT SCALE:
SYMBOL DATE DESCRIPTION
REVISIONS
JOINT BASE ELMENDORF-RICHARDSON, AK
DESIGNED BY: PUTT
DRAWN BY: PUTT
CHECKED BY:
PROJ. ENG.
DESIGN
PRELIMINARY
DRAWINGS
1:1
AF CONTRACT NUMBER:
INV. NUMBER:
FACILITY:
DATE APPR
DATE:
DATE:
DATE:
DATE:
DRAWING NO:
I
U.S. AIR FORCE
DAMAGE MAP
A-6
NOT FOR CONSTRUCTION.
CONTRACTOR TO FIELD VERIFY ALL
DISTANCES, DIMENSIONS, & LOCATIONS.
2/3/2020
EARTHQUAKE REPAIR B7179
X.DWG
FXSB20-5250M
NTS
02-D-R-D
(PHOTO 1 & 2)
02-D-R-D
(PHOTO 1 & 2)
02-D-R-D
(PHOTO 1 & 2)
02-D-W-D 02-D-W-D
02-D-W-D
AutoCAD SHX Text
UP
AutoCAD SHX Text
UP
AutoCAD SHX Text
RAMP DOWN
AutoCAD SHX Text
UP
AutoCAD SHX Text
RAMP DOWN
AutoCAD SHX Text N
AutoCAD SHX Text
BUILDING: 7179
AutoCAD SHX Text
FLOOR: B
AutoCAD SHX Text
MECH. ROOM
AutoCAD SHX Text
DOWN
AutoCAD SHX Text
DOWN
AutoCAD SHX Text
DOWN
AutoCAD SHX Text N
AutoCAD SHX Text
BUILDING: 7179
AutoCAD SHX Text
FLOOR: 1
AutoCAD SHX Text
MECH. ROOM
AutoCAD SHX Text N
AutoCAD SHX Text
BUILDING: 7179
AutoCAD SHX Text
FLOOR: 3
AutoCAD SHX Text
MECH. ROOM
AutoCAD SHX Text N
AutoCAD SHX Text
BUILDING: 7179
AutoCAD SHX Text
FLOOR: 2
MECH. ROOM
A B C D E F G H
SHEET
REFERENCE
NUMBER
ANSI
D
AF PROJECT NUMBER:
AEC FILE NAME:
DRAWING SCALE:
PLOT SCALE:
SYMBOL DATE DESCRIPTION
REVISIONS
JOINT BASE ELMENDORF-RICHARDSON, AK
DESIGNED BY: PUTT
DRAWN BY: PUTT
CHECKED BY:
PROJ. ENG.
DESIGN
PRELIMINARY
DRAWINGS
1:1
AF CONTRACT NUMBER:
INV. NUMBER:
FACILITY:
DATE APPR
DATE:
DATE:
DATE:
DATE:
DRAWING NO:
I
U.S. AIR FORCE
DAMAGE MAP
A-7
NOT FOR CONSTRUCTION.
CONTRACTOR TO FIELD VERIFY ALL
DISTANCES, DIMENSIONS, & LOCATIONS.
2/3/2020
EARTHQUAKE REPAIR B8005
X.DWG
FXSB20-5250M
NTS
02-D-R-D
(PHOTO 1)
02-D-W-D
(PHOTO 2,3,4,6)
02-D-W-D
(PHOTO 2,3,4,5,8)
02-D-W-D
AutoCAD SHX Text
DFTAG
AutoCAD SHX Text
DFTAG
AutoCAD SHX Text N
AutoCAD SHX Text
BUILDING: 8005
AutoCAD SHX Text
FLOOR: 1
AutoCAD SHX Text
DFTAG
AutoCAD SHX Text
DFTAG
AutoCAD SHX Text N
AutoCAD SHX Text
BUILDING: 8005
AutoCAD SHX Text
FLOOR: 2
AutoCAD SHX Text
DFTAG
AutoCAD SHX Text
DFTAG
AutoCAD SHX Text N
AutoCAD SHX Text
BUILDING: 8005
FLOOR: 3
A B C D E F G H
SHEET
REFERENCE
NUMBER
ANSI
D
AF PROJECT NUMBER:
AEC FILE NAME:
DRAWING SCALE:
PLOT SCALE:
SYMBOL DATE DESCRIPTION
REVISIONS
JOINT BASE ELMENDORF-RICHARDSON, AK
DESIGNED BY: PUTT
DRAWN BY: PUTT
CHECKED BY:
PROJ. ENG.
DESIGN
PRELIMINARY
DRAWINGS
1:1
AF CONTRACT NUMBER:
INV. NUMBER:
FACILITY:
DATE APPR
DATE:
DATE:
DATE:
DATE:
DRAWING NO:
I
U.S. AIR FORCE
DAMAGE MAP
A-8
NOT FOR CONSTRUCTION.
CONTRACTOR TO FIELD VERIFY ALL
DISTANCES, DIMENSIONS, & LOCATIONS.
2/3/2020
EARTHQUAKE REPAIR B9311
X.DWG
FXSB20-5250
NTS
05-N-R-R
(PHOTO 3,4,& 5)
07-S-L-SB
(PHOTO 1 & 2)
CONSTRUCTION NOTES
1. SUSPENDED CEILING REPAIR, SEE SHEET S-1, DETAIL
D-1,D-2, D-3.
2. TRUSS SUPPORT REPAIR-SEE SHEET S-2.
A B C D E F G H
SHEET
REFERENCE
NUMBER
ANSI
D
AF PROJECT NUMBER:
AEC FILE NAME:
DRAWING SCALE:
PLOT SCALE:
SYMBOL DATE DESCRIPTION
REVISIONS
JOINT BASE ELMENDORF-RICHARDSON, AK
DESIGNED BY: PUTT
DRAWN BY: PUTT
CHECKED BY:
PROJ. ENG.
DESIGN
PRELIMINARY
DRAWINGS
1:1
AF CONTRACT NUMBER:
INV. NUMBER:
FACILITY:
DATE APPR
DATE:
DATE:
DATE:
DATE:
DRAWING NO:
I
U.S. AIR FORCE
DAMAGE MAP
A-9 10364, 10366, 11369
NOT FOR CONSTRUCTION.
CONTRACTOR TO FIELD VERIFY ALL
DISTANCES, DIMENSIONS, & LOCATIONS.
2/3/2020
EARTHQUAKE REPAIR B10364, 10366, 11369
X.DWG
FXSB20-5250M
NTS
02-D-W-D
02-D-R-D
02-D-W-D
AutoCAD SHX Text 10366
AutoCAD SHX Text 11369
10364
A B C D E F G H
SHEET
REFERENCE
NUMBER
ANSI
D
AF PROJECT NUMBER:
AEC FILE NAME:
DRAWING SCALE:
PLOT SCALE:
SYMBOL DATE DESCRIPTION
REVISIONS
JOINT BASE ELMENDORF-RICHARDSON, AK
DESIGNED BY: PUTT
DRAWN BY: PUTT
CHECKED BY:
PROJ. ENG.
DESIGN
PRELIMINARY
DRAWINGS
1:1
AF CONTRACT NUMBER:
INV. NUMBER:
FACILITY:
DATE APPR
DATE:
DATE:
DATE:
DATE:
DRAWING NO:
I
U.S. AIR FORCE
DAMAGE MAP
A-10 16670
NOT FOR CONSTRUCTION.
CONTRACTOR TO FIELD VERIFY ALL
DISTANCES, DIMENSIONS, & LOCATIONS.
2/3/2020
KEY PLAN
EARTHQUAKE REPAIR B16670
X.DWG
FXSB20-5250M
NTS
02-D-W-D
(PHOTO 1-4)
AutoCAD SHX Text 102A
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 106A
AutoCAD SHX Text
AutoCAD SHX Text
FIRST FLOOR
AutoCAD SHX Text
LADDER
AutoCAD SHX Text
OPEN TO BELOW
AutoCAD SHX Text
SECOND FLOOR
AutoCAD SHX Text N
AutoCAD SHX Text 102A
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 106A
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text N
AutoCAD SHX Text
LADDER
AutoCAD SHX Text
MECH. ROOM
OPEN TO BELOW
N
BUILDING: 16673
OFFICE
BREAK ROOM
BATHROOM
MECH. ROOM
BED BED BED
FIRE TRUCK STALL
4'-5 5/8" 10'-6" 24'-11"
33'-6 1/4"
HALL
SPRINKLER RISER
E
E
N
BUILDING: 16673
OFFICE
BREAK ROOM
BATHROOM
MECH. ROOM
BED BED BED
FIRE TRUCK STALL
18'-0" 17'-6"
4 3 2
A B
0'-6"
17'-6"
0'-6"
4'-5 5/8" 10'-6" 24'-11"
33'-6 1/4"
APPARATUS BAY
TRENCH DRAIN
HALL
DOOR SWITCH
DOOR SWITCH
SPRINKLER RISER
E
E
A B C D E F G H
SHEET
REFERENCE
NUMBER
ANSI
D
AF PROJECT NUMBER:
AEC FILE NAME:
DRAWING SCALE:
PLOT SCALE:
SYMBOL DATE DESCRIPTION
REVISIONS
JOINT BASE ELMENDORF-RICHARDSON, AK
DESIGNED BY: PUTT
DRAWN BY: PUTT
CHECKED BY:
PROJ. ENG.
DESIGN
PRELIMINARY
DRAWINGS
1:1
AF CONTRACT NUMBER:
INV. NUMBER:
FACILITY:
DATE APPR
DATE:
DATE:
DATE:
DATE:
DRAWING NO:
I
U.S. AIR FORCE
DAMAGE MAP
A-11 16673
NOT FOR CONSTRUCTION.
CONTRACTOR TO FIELD VERIFY ALL
DISTANCES, DIMENSIONS, & LOCATIONS.
2/3/2020
KEY PLAN
EARTHQUAKE REPAIR B16673
X.DWG
FXSB20-5250M
NTS
02-D-W-D
(PHOTO 1 & 2)
A B C D E F G H
SHEET
REFERENCE
NUMBER
ANSI
D
AF PROJECT NUMBER:
AEC FILE NAME:
DRAWING SCALE:
PLOT SCALE:
SYMBOL DATE DESCRIPTION
REVISIONS
JOINT BASE ELMENDORF-RICHARDSON, AK
DESIGNED BY: PUTT
DRAWN BY: PUTT
CHECKED BY:
PROJ. ENG.
DESIGN
PRELIMINARY
DRAWINGS
1:1
AF CONTRACT NUMBER:
INV. NUMBER:
FACILITY:
DATE APPR
DATE:
DATE:
DATE:
DATE:
DRAWING NO:
I
U.S. AIR FORCE
REPAIR DETAIL
S-1
NOT FOR CONSTRUCTION.
CONTRACTOR TO FIELD VERIFY ALL
DISTANCES, DIMENSIONS, & LOCATIONS.
2/3/2020
EARTHQUAKE REPAIR B9311
X.DWG
FXSB20-5250M
NTS
DEMOLITION DETAIL
D-1
CEILING DETAIL
D-2
ELECTRICAL DETAIL
D-3
2 2
CONSTRUCTION NOTES
1. Provide a 3-way switch at each entry/exit of the room to control the new LED light fixtures.
2. Replace the existing six florescent/light fixtures to include lamps, and provide and install new 6” x 4' LED flush lens light fixtures. New fixtures shall be 4000K color temperature, CRI 80+, 4000 lumens. Approximate locations and quantities shown on the conceptual drawing E-1. The LED lighting fixtures shall not exceed 9 fixtures. The designer & installer shall refer to UFC 3-520-01. Contractor shall test and trace the existing circuits for the corridor lighting and provide the load and lighting calculations for this area and submit to the Government for approval. Contractor must provide all new wiring, LED fixtures, and light diffusers needed to create an evenly distributed system. Flex conduit is not allowed except for light fixture whips. Submit all materials for Government approval.
CONSTRUCTION NOTES
1. Demo existing suspended ceiling.
2. Demo existing light fixtures.
KEY PLAN
A B C D E F G H
SHEET
REFERENCE
NUMBER
ANSI
D
AF PROJECT NUMBER:
AEC FILE NAME:
DRAWING SCALE:
PLOT SCALE:
SYMBOL DATE DESCRIPTION
REVISIONS
JOINT BASE ELMENDORF-RICHARDSON, AK
DESIGNED BY: LEE
DRAWN BY: LEE
CHECKED BY:
PROJ. ENG.
DESIGN
PRELIMINARY
DRAWINGS
1:1
AF CONTRACT NUMBER:
INV. NUMBER:
FACILITY:
DATE APPR
DATE:
DATE:
DATE:
DATE:
DRAWING NO:
I
U.S. AIR FORCE
REPAIR DETAIL
S-2
NOT FOR CONSTRUCTION.
CONTRACTOR TO FIELD VERIFY ALL
DISTANCES, DIMENSIONS, & LOCATIONS.
2/3/2020
EARTHQUAKE REPAIR B9311
X.DWG
FXSB20-5250M
NTS
INSTALL
"Ø STEEL ROD TO STABILIZED
TRUNCATED TRUSS MEMBERS, TYP
CONSTRUCTION NOTES
1. INSTALL 12"Ø STEEL ROD BRACING TO STABILIZED THE
TRUNCATED TRUSS.
2. STEEL ROD BRACING TO BE BOLTED TO TOP AND BOTTOM
CHORDS OF EXISTING TRUSS USING TYPICAL BOLTED ROD
BRACE CONNECTION WITH HILLSIDE WASHER.
3. STEEL ROD SHALL BE ASTM A449 ROD.
REFERENCE PHOTOS
FSXB 20-5250M
5.2 REFERENCE PHOTOS
FXSB 20-5250M EARTHQUAKE REPAIR, BLDG 7053
PHOTO 1: INTERIOR GWB CRACK NEAR WINDOWS PHOTO 2: EXTERIOR STUCCO CRACK
PHOTO 3: INTERIOR GWB CRACKS PHOTO 4: CRACKED WINDOW #1
PHOTO 5: CRACKED WINDOW #2
FXSB 20-5250M EARTHQUAKE REPAIR, BLDG 7076
PHOTO 1: INTERIOR GWB CRACK PHOTO 2: INTERIOR GWB CRACK
PHOTO 3: INTERIOR GWB CRACK PHOTO 4: INTERIOR GWB CRACK
PHOTO 5: INTERIOR GWB CRACK PHOTO 6: INTERIOR GWB CRACK
PHOTO 7: INTERIOR GWB CRACKS PHOTO 8: INTERIOR GWB CRACKS
PHOTO 9: INTERIOR GWB CRACKS PHOTO 10: INTERIOR GWB CRACKS
PHOTO 11: INTERIOR GWB CRACKS PHOTO 12: INTERIOR GWB CRACKS
PHOTO 13: INTERIOR GWB CRACKS PHOTO 14: ARCHITECTURAL EXTERIOR LEDGE
PHOTO 15: EXTERIOR TILE
FXSB 20-5250M EARTHQUAKE REPAIR, BLDG 7083
PHOTO 1: INTERIOR GWB CRACKS PHOTO 2: INTERIOR GWB CRACKS
PHOTO 3: INTERIOR GWB CRACKS PHOTO 4: INTERIOR GWB CRACKS
PHOTO 5: INTERIOR GWB CRACKS PHOTO 6: INTERIOR GWB CRACKS
FXSB 20-5250M EARTHQUAKE REPAIR, BLDG 7083
PHOTO 7: INTERIOR GWB CRACKS PHOTO 8: INTERIOR GWB CRACKS
PHOTO 9: INTERIOR GWB CRACKS PHOTO 10: EXPANSION JOINT COVER
PHOTO 11: EXPANSION JOINT COVER
FXSB 20-5250M EARTHQUAKE REPAIR, BLDG 7179
PHOTO 1: INTERIOR GWB JOINT CRACKS PHOTO 2: INTERIOR GWB JOINT CRACKS
FXSB 20-5250M EARTHQUAKE REPAIR, BLDG 8005
PHOTO 1: INTERIOR GWB JOINT CRACK PHOTO 2: INTERIOR GWB CRACK
FXSB 20-5250M EARTHQUAKE REPAIR, BLDG 8005
PHOTO 7: INTERIOR GWB CRACK PHOTO 8: INTERIOR GWB CRACK
FXSB 20-5250M EARTHQUAKE REPAIR, BLDG 9311
PHOTO 1: TRUSS CROSS SUPPORTS BUCKLED PHOTO 2: TRUSS CROSS SUPPORTS BUCKLED
PHOTO 3: DAMAGED DROP-CEILING PHOTO 4: DAMAGED DROP-CEILING
PHOTO 5: DAMAGED DROP-CEILING
FXSB 20-5250M EARTHQUAKE REPAIR, BLDG 10364/10366/11369
PHOTO 1: INTERIOR GWB CRACK PHOTO 2: INTERIOR GWB CRACK
FXSB 20-5250M EARTHQUAKE REPAIR, BLDG 10364/10366/11369
PHOTO 7: INTERIOR GWB CRACK
FXSB 20-5250M EARTHQUAKE REPAIR, BLDG 16670
PHOTO 1: INTERIOR GWB CRACKS PHOTO 2: INTERIOR GWB CRACKS
PHOTO 3: INTERIOR GWB CRACKS PHOTO 4: INTERIOR GWB CRACKS
FXSB 20-5250M EARTHQUAKE REPAIR, BLDG 16673
PHOTO 1: INTERIOR GWB CRACKS PHOTO 2: ITNERIOR GWB CRACKS
| Multi-Facility EQ Repair |
| Sheets and Views |
| Multi-Facility EQ Repair-G-1 |
| Multi-Facility EQ Repair-A-1 (7053) |
| Multi-Facility EQ Repair-A-2 (7053) |
| Multi-Facility EQ Repair-A-3 (7053) |
| Multi-Facility EQ Repair-A-4 (7076) |
| Multi-Facility EQ Repair-A-5 (7083) |
| Multi-Facility EQ Repair-A-6 (7179) |
| Multi-Facility EQ Repair-A-7 (8005) |
| Multi-Facility EQ Repair-A-8 (9311) |
| Multi-Facility EQ Repair-A-9 (10364-10366-11369) |
| Multi-Facility EQ Repair-A-10 (16670) |
| Multi-Facility EQ Repair-A-11 (16673) |
| Multi-Facility EQ Repair-S-1 |
| Multi-Facility EQ Repair-S-2 |
REFERENCE PHOTOS
File details come from the government source that posted it. Updated .