Attachment 5D - IFC Drawings 190214.pdf
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- Attached to
- Construction Services for The Parking Garage Concrete Repair, at the US Embassy Vientiane, Laos
- Solicitation number
- 19LA9022R0001
- Issued by
-
Department of State
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STRUCTURAL ENGINEERING INVESTIGATION
& REPAIR RECOMMENDATION
U.S. DEPARTMENT OF STATE
BUREAU OF OVERSEAS BUILDINGS OPERATIONS
IFC SUBMITTAL
14 FEBRUARY 2019
U.S. EMBASSY
VIENTIANE, LAOS
WARNING: This Document is the property of the U.S. Government. Further reproduction and/or distribution outside the contractor team is prohibited without the express written approval of:
U.S. Department of State ATTN: Charles Ekiert OBO/COR/PM Washington, D.C. 20520
UNCLASSIFIED
UNCLASSIFIED
U N
C L
A S
S
IF
IE
D
Documents, such as blueprints, drawings, sketches, notes, surveys, reports, photographs, and specifications, received or generated in conjunction with this contract, contain information associated with a diplomatic construction project for the U.S. Department of State. These documents may be marked with the handling designations “Unclassified” or “Sensitive But Unclassified” and US government warnings. Such documents require special handling and dissemination restrictions. All handling designations and warnings on original documents must be reproduced on subsequent copies.
All project related information, including copies and reproductions or unclassified and SBU information stored on electronic media, received or generated in the performance of this project, shall be returned to the DoS office providing the material upon completion of the project unless the material has been destroyed. SBU material shall be returned or destroyed within 120 days after final delivery of project drawings and specifications and any other services; or 120 days after completion or termination of the contract.
Additionally, all unsuccessful bidders are required to return all documents to the Landlord/Contractor within 30 days of notification that they will not receive a contract.
There shall be no press release of information or photographs concerning any aspect of the design, construction, or other services relating to this project, or other documents resulting therefrom, without the written prior approval of the DoS office providing the material.
Unless otherwise provided for by the DoS office providing the material, the documents described above are not to be used by the Contractor on other work.
CONTRACT NUMBER: 19AQMM-18-F-2930
S1.01 TOP OF SLAB CRACK MAP - SOUTH
S1.02 TOP OF SLAB CRACK MAP - NORTH
S2.01 BOTTOM OF SLAB CRACK MAP - SOUTH
S2.02 BOTTOM OF SLAB CRACK MAP - NORTH
S3.01 CRACK PHOTOS
S3.02 CRACK PHOTOS
S3.03 CRACK PHOTOS
S3.04 CRACK PHOTOS
S3.05 CRACK PHOTOS
SR1.01 TOP OF SLAB REPAIR PLAN - SOUTH
SR1.02 TOP OF SLAB REPAIR PLAN - NORTH
SR2.01 BOTTOM OF SLAB REPAIR PLAN - SOUTH
SR2.02 BOTTOM OF SLAB REPAIR PLAN - NORTH
STRUCTURAL SHEET LIST
A B C D E
6000 8625 8625 8625
M
A T
C H
L
IN
E
S
.0
NOTE:
CRACK WIDTHS LESS THAN 0.51mm (0.02") ARE NOT SHOWN.
CRACK FOLLOWS
EMBEDDED CONDUIT
CRACK FOLLOWS
EMBEDDED CONDUIT
POUR JOINT
3 6
72375
STAIR OPENING
GUARD BOOTH
INDICATES PHOTO ID NUMBER AND
DIRECTION PHOTO WAS TAKEN.
SEE SHEETS S3.01 TO S3.05
APPROXIMATE LOCATION OF CRACK, EQUAL
TO OR GREATER THAN 0.51mm (0.02")
INDICATES CRACK THROUGH FULL
DEPTH OF SLAB
xx
1 : 50S1.01
TOP OF SLAB CRACK MAP - SOUTH1
REVISIONS
This document is the property of the U.S. Government. Further reproduction and/or distribution is prohibited without the express written permission of:
Overseas Buildings Operations, U.S. Department of State, Washington, DC, 20522-0620. Information on this document is not to be altered except with the written approval of the individual whose seal appears hereon.
WARNING:
Classification
CADD Plot Scale
Drawing Scale
CADD File Name
OBO Project Number
Drawing Title
OBO/PE/SPCD
Project Number
Checked By
Drawn By
Date Sheet Number
Phase
Release For Construction
Rev Number Description Date
United States Department of State
OVERSEAS BUILDINGS OPERATIONS
Washington, D.C.
Architects
STRUCTURAL
ENGINEERING
INVESTIGATION
& REPAIR
EMBASSY OF THE
UNITED STATES
OF AMERICA
VIENTIANE, LAOS
UNCLASSIFIED
UNCLASSIFIED
CD-1 (60%) CD-2 (100%)
DRAFT IFC
UNCLASSIFIED
XJHW0005
L24503.vte
IFC
Contract Number: 19AQMM-18-F-2930
As indicated
As indicated
2/
/2
1:
:4
P
M
TOP OF SLAB CRACK MAP -
SOUTH
02/14/2019
RL
DM
-S1.01.dwg
S1.01
515 South Flower Street
Suite 3700 Los Angeles, CA 90071
T 213 617 1901 F 213 617 0047 www.zgf.com
0 1000
5000mm
06-30-20
N
19608
14, OREGON
EXPIRES
NOV.
NE
G I
S T R
UC T
02 0
RE
E
RU LA
T O T T E
N
GI
AR
C
J.
PROFESS I ONA L
DERETSI
GE
R
06-30-20
DIGITALLY SIGNED
ADD DATE SIGNED HERE01/29/201902/11/2019
F G H I J
8625 8625 8625 6000
M A
T C
H L
IN
E
S
.0
NOTE:
CRACK WIDTHS LESS THAN 0.51mm (0.02") ARE NOT SHOWN.
POUR JOINT
72375
GUARD BOOTH WALL
STAIR OPENING
INDICATES PHOTO ID NUMBER AND
DIRECTION PHOTO WAS TAKEN.
SEE SHEETS S3.01 TO S3.05
APPROXIMATE LOCATION OF CRACK, EQUAL
TO OR GREATER THAN 0.51mm (0.02")
INDICATES CRACK THROUGH FULL
DEPTH OF SLAB
xx
1 : 50S1.02
TOP OF SLAB CRACK MAP - NORTH1
REVISIONS
This document is the property of the U.S. Government. Further reproduction and/or distribution is prohibited without the express written permission of:
Overseas Buildings Operations, U.S. Department of State, Washington, DC, 20522-0620. Information on this document is not to be altered except with the written approval of the individual whose seal appears hereon.
WARNING:
Classification
CADD Plot Scale
Drawing Scale
CADD File Name
OBO Project Number
Drawing Title
OBO/PE/SPCD
Project Number
Checked By
Drawn By
Date Sheet Number
Phase
Release For Construction
Rev Number Description Date
United States Department of State
OVERSEAS BUILDINGS OPERATIONS
Washington, D.C.
Architects
STRUCTURAL
ENGINEERING
INVESTIGATION
& REPAIR
EMBASSY OF THE
UNITED STATES
OF AMERICA
VIENTIANE, LAOS
UNCLASSIFIED
UNCLASSIFIED
CD-1 (60%) CD-2 (100%)
DRAFT IFC
UNCLASSIFIED
XJHW0005
L24503.vte
IFC
Contract Number: 19AQMM-18-F-2930
As indicated
As indicated
2/
/2
1:
:4
P
M
TOP OF SLAB CRACK MAP -
NORTH
02/14/2019
RL
DM
-S1.02.dwg
S1.02
515 South Flower Street
Suite 3700 Los Angeles, CA 90071
T 213 617 1901 F 213 617 0047 www.zgf.com
0 1000
5000mm
06-30-20
M
A T
C H
L
IN
E
S
.0
6000 8625 8625 8625
0.51-1.02
(0.02-0.04)
0.51
(0.02)
0.38-0.51
(0.015-0.02)
0.51
(0.02)
0.51
(0.02)
0.51
(0.02)
0.51
(0.02)
0.51-0.64
(0.02-0.025)
0.51
(0.02)
0.64-0.76
(0.02-0.03)
0.51
(0.02)
0.51
(0.02)
0.51
(0.02)
0.51
(0.02)
0.51
(0.02)
0.51
(0.02)
0.76-1.27
(0.03-0.05)
0.51
(0.02)
0.51
(0.02)
0.51
(0.02) 0.51
(0.02)
0.51
(0.02)
0.51
(0.02)
POUR JOINT
0.51
(0.02)
0.51
(0.02)
NOTE:
CRACK WIDTHS LESS THAN 0.51mm (0.02") ARE NOT SHOWN.
72375
STAIR OPENING
TYPICAL CRACK WIDTH, MM (INCHES)
APPROXIMATE LOCATION OF CRACK, EQUAL
TO OR GREATER THAN 0.51MM (0.02")
INDICATES CRACK CONTINUES ONTO
SIDE OF BEAM AT WIDTH EQUAL TO
OR GREATER THAN 0.51MM (0.02")
INDICATES PHOTO ID NUMBER AND
DIRECTION PHOTO WAS TAKEN.
SEE SHEETS S3.01 TO S3.05
xx
X.XX
(X.XX)
1 : 50S2.01
BOTTOM OF SLAB AND BEAM CRACK MAP - SOUTH1
0 1000
5000mm
REVISIONS
This document is the property of the U.S. Government. Further reproduction and/or distribution is prohibited without the express written permission of:
Overseas Buildings Operations, U.S. Department of State, Washington, DC, 20522-0620. Information on this document is not to be altered except with the written approval of the individual whose seal appears hereon.
WARNING:
Classification
CADD Plot Scale
Drawing Scale
CADD File Name
OBO Project Number
Drawing Title
OBO/PE/SPCD
Project Number
Checked By
Drawn By
Date Sheet Number
Phase
Release For Construction
Rev Number Description Date
United States Department of State
OVERSEAS BUILDINGS OPERATIONS
Washington, D.C.
Architects
STRUCTURAL
ENGINEERING
INVESTIGATION
& REPAIR
EMBASSY OF THE
UNITED STATES
OF AMERICA
VIENTIANE, LAOS
UNCLASSIFIED
UNCLASSIFIED
CD-1 (60%) CD-2 (100%)
DRAFT IFC
UNCLASSIFIED
XJHW0005
L24503.vte
IFC
Contract Number: 19AQMM-18-F-2930
As indicated
As indicated
2/
/2
1:
:4
P
M
BOTTOM OF SLAB CRACK MAP -
SOUTH
02/14/2019
RL
DM
-S2.01.dwg
S2.01
515 South Flower Street
Suite 3700 Los Angeles, CA 90071
T 213 617 1901 F 213 617 0047 www.zgf.com
06-30-20
M
A T
C H
L
IN
E
S
.0
8625 8625 8625 6000
0.51
(0.02)
0.51
(0.02) 0.51
(0.02)
0.51
(0.02)
0.51
(0.02)
0.76-1.02
(0.03-0.04)
0.51
(0.02)
0.38-0.51
(0.015-0.02)
0.51
(0.02)
0.51
(0.02)
0.51
(0.02)
0.51-0.76
(0.02-0.03)
0.51
(0.02)
0.51
(0.02)
0.51
(0.02)
0.51
(0.02)
0.51
(0.02)
0.51
(0.02)
0.51
(0.02)
0.51
(0.02)
0.51
(0.02)
0.51
(0.02)
0.51
(0.02)
0.51
(0.02)
0.51
(0.02)
NOTE:
CRACK WIDTHS LESS THAN 0.51mm (0.02") ARE NOT SHOWN.
0.51
(0.02)
0.51
(0.02)
POUR JOINT
0.51
(0.02) 0.51
(0.02)
0.51
(0.02)
0.51
(0.02)
0.51
(0.02) 0.51
(0.02)
72375
GUARD BOOTH WALL
STAIR OPENING
TYPICAL CRACK WIDTH, MM (INCHES)
APPROXIMATE LOCATION OF CRACK, EQUAL
TO OR GREATER THAN 0.51MM (0.02")
INDICATES CRACK CONTINUES ONTO
SIDE OF BEAM AT WIDTH EQUAL TO
OR GREATER THAN 0.51MM (0.02")
INDICATES PHOTO ID NUMBER AND
DIRECTION PHOTO WAS TAKEN.
SEE SHEETS S3.01 TO S3.05
xx
X.XX
(X.XX)
1 : 50S2.02
BOTTOM OF SLAB AND BEAM CRACK MAP - NORTH1
0 1000
5000mm
REVISIONS
This document is the property of the U.S. Government. Further reproduction and/or distribution is prohibited without the express written permission of:
Overseas Buildings Operations, U.S. Department of State, Washington, DC, 20522-0620. Information on this document is not to be altered except with the written approval of the individual whose seal appears hereon.
WARNING:
Classification
CADD Plot Scale
Drawing Scale
CADD File Name
OBO Project Number
Drawing Title
OBO/PE/SPCD
Project Number
Checked By
Drawn By
Date Sheet Number
Phase
Release For Construction
Rev Number Description Date
United States Department of State
OVERSEAS BUILDINGS OPERATIONS
Washington, D.C.
Architects
STRUCTURAL
ENGINEERING
INVESTIGATION
& REPAIR
EMBASSY OF THE
UNITED STATES
OF AMERICA
VIENTIANE, LAOS
UNCLASSIFIED
UNCLASSIFIED
CD-1 (60%) CD-2 (100%)
DRAFT IFC
UNCLASSIFIED
XJHW0005
L24503.vte
IFC
Contract Number: 19AQMM-18-F-2930
As indicated
As indicated
2/
/2
1:
:4
P
M
BOTTOM OF SLAB CRACK MAP -
NORTH
02/14/2019
RL
DM
-S2.02.dwg
S2.02
515 South Flower Street
Suite 3700 Los Angeles, CA 90071
T 213 617 1901 F 213 617 0047 www.zgf.com
06-30-20
6000 8625 8625 8625
M
A T
C H
L
IN
E
S R
.0
POUR JOINT
SE
SE
SE
SE
SE
SE
SE
SE
SE
SE
SE
SE
SE
SE
SE
SE
SE
SE
SE
72375
STAIR OPENING
GUARD BOOTH
APPROXIMATE LOCATION OF CRACK, EQUAL
TO OR GREATER THAN 0.51mm (0.02")
FILL CRACKS WITH STRUCTURAL
EPOXY
SE
FILL CRACKS WITH FLEXIBLE
SEALANT MATERIAL
FS
NOTES:
1. APPLY WATERFROOF TRAFFIC COATING OVER ENTIRE
EXPOSED TOP SURFACE OF SLAB AFTER FILLING CRACKS
WITH EPOXY
2. REPAINT PARKING STRIPES, HANDICAP DESIGNATIONS, AND
PATHWAYS TO MATCH EXISTING AFTER APPLYING TRAFFIC
COATING.
3. APPROX. LENGTH OF CRACKS TO BE FILLED WITH
STRUCTURAL EPOXY ON THIS SHEET IS 194M.
CONTRACTOR SHALL VERIFY CRACK LENGTHS AND SIZES
PRIOR TO START OF WORK.
REVISIONS
This document is the property of the U.S. Government. Further reproduction and/or distribution is prohibited without the express written permission of:
Overseas Buildings Operations, U.S. Department of State, Washington, DC, 20522-0620. Information on this document is not to be altered except with the written approval of the individual whose seal appears hereon.
WARNING:
Classification
CADD Plot Scale
Drawing Scale
CADD File Name
OBO Project Number
Drawing Title
OBO/PE/SPCD
Project Number
Checked By
Drawn By
Date Sheet Number
Phase
Release For Construction
Rev Number Description Date
United States Department of State
OVERSEAS BUILDINGS OPERATIONS
Washington, D.C.
Architects
STRUCTURAL
ENGINEERING
INVESTIGATION
& REPAIR
EMBASSY OF THE
UNITED STATES
OF AMERICA
VIENTIANE, LAOS
UNCLASSIFIED
UNCLASSIFIED
CD-1 (60%) CD-2 (100%)
DRAFT IFC
UNCLASSIFIED
XJHW0005
L24503.vte
IFC
Contract Number: 19AQMM-18-F-2930
As indicated
As indicated
2/
/2
1:
:5
P
M
TOP OF SLAB REPAIR PLAN -
SOUTH
02/14/2019
RL
DM
-SR1.01.dwg
SR1.01
515 South Flower Street
Suite 3700 Los Angeles, CA 90071
T 213 617 1901 F 213 617 0047 www.zgf.com
1 : 50SR1.01
TOP OF SLAB REPAIR PLAN - SOUTH1
0 1000
5000mm
06-30-20
8625 8625 8625 6000
M
A T
C H
L
IN
E
S R
.0
POUR JOINT
SE
SE
SE
SE
SE
SE
SE
SE
SE
SE
SE
SE
SE
SE
SE
SE
SE
SE
SE
SE
SE
SE
SE
SE
72375
GUARD BOOTH
WALL
STAIR OPENING
APPROXIMATE LOCATION OF CRACK, EQUAL
TO OR GREATER THAN 0.51mm (0.02")
FILL CRACKS WITH STRUCTURAL
EPOXY
SE
FILL CRACKS WITH FLEXIBLE
SEALANT MATERIAL
FS
NOTES:
1. APPLY WATERFROOF TRAFFIC COATING OVER ENTIRE
EXPOSED TOP SURFACE OF SLAB AFTER FILLING CRACKS
WITH EPOXY
2. REPAINT PARKING STRIPES, HANDICAP DESIGNATIONS, AND
PATHWAYS TO MATCH EXISTING AFTER APPLYING TRAFFIC
COATING.
3. APPROX. LENGTH OF CRACKS TO BE FILLED WITH
STRUCTURAL EPOXY ON THIS SHEET IS 174M.
CONTRACTOR SHALL VERIFY CRACK LENGTHS AND SIZES
PRIOR TO START OF WORK.
REVISIONS
This document is the property of the U.S. Government. Further reproduction and/or distribution is prohibited without the express written permission of:
Overseas Buildings Operations, U.S. Department of State, Washington, DC, 20522-0620. Information on this document is not to be altered except with the written approval of the individual whose seal appears hereon.
WARNING:
Classification
CADD Plot Scale
Drawing Scale
CADD File Name
OBO Project Number
Drawing Title
OBO/PE/SPCD
Project Number
Checked By
Drawn By
Date Sheet Number
Phase
Release For Construction
Rev Number Description Date
United States Department of State
OVERSEAS BUILDINGS OPERATIONS
Washington, D.C.
Architects
STRUCTURAL
ENGINEERING
INVESTIGATION
& REPAIR
EMBASSY OF THE
UNITED STATES
OF AMERICA
VIENTIANE, LAOS
UNCLASSIFIED
UNCLASSIFIED
CD-1 (60%) CD-2 (100%)
DRAFT IFC
UNCLASSIFIED
XJHW0005
L24503.vte
IFC
Contract Number: 19AQMM-18-F-2930
As indicated
As indicated
2/
/2
1:
:5
P
M
TOP OF SLAB REPAIR PLAN -
NORTH
02/14/2019
RL
DM
-SR1.02.dwg
SR1.02
515 South Flower Street
Suite 3700 Los Angeles, CA 90071
T 213 617 1901 F 213 617 0047 www.zgf.com
1 : 50SR1.02
TOP OF SLAB REPAIR PLAN - NORTH1
0 1000
5000mm
06-30-20
M
A T
C H
L
IN
E
S R
.0
6000 8625 8625 8625
NOTE:
1. CRACK WIDTHS LESS THAN 0.51mm (0.02") ARE NOT SHOWN.
2. APPROX. LENGTH OF CRACKS TO BE FILLED WITH
FLEXIBLE SEALANT ON THIS SHEET IS 47M.
CONTRACTOR SHALL VERIFY CRACK LENGTHS AND SIZES
PRIOR TO START OF WORK.
FS FS
FS
FS
FS
FS
FS
FS
FS
72375
STAIR OPENING
FS FS FS
FS
FS
FS
FS
FS
FS
FS
FS
FS
FS
APPROXIMATE LOCATION OF CRACK,
EQUAL TO OR GREATER THAN 0.51mm (0.02")
INDICATES CRACK CONTINUES ONTO
SIDE OF BEAM AT WIDTH EQUAL TO
OR GREATER THAN 0.51mm (0.02")
FILL CRACKS WITH STRUCTURAL
EPOXY
SE
FILL CRACKS WITH FLEXIBLE
SEALANT MATERIAL
FS
REVISIONS
This document is the property of the U.S. Government. Further reproduction and/or distribution is prohibited without the express written permission of:
Overseas Buildings Operations, U.S. Department of State, Washington, DC, 20522-0620. Information on this document is not to be altered except with the written approval of the individual whose seal appears hereon.
WARNING:
Classification
CADD Plot Scale
Drawing Scale
CADD File Name
OBO Project Number
Drawing Title
OBO/PE/SPCD
Project Number
Checked By
Drawn By
Date Sheet Number
Phase
Release For Construction
Rev Number Description Date
United States Department of State
OVERSEAS BUILDINGS OPERATIONS
Washington, D.C.
Architects
STRUCTURAL
ENGINEERING
INVESTIGATION
& REPAIR
EMBASSY OF THE
UNITED STATES
OF AMERICA
VIENTIANE, LAOS
UNCLASSIFIED
UNCLASSIFIED
CD-1 (60%) CD-2 (100%)
DRAFT IFC
UNCLASSIFIED
XJHW0005
L24503.vte
IFC
Contract Number: 19AQMM-18-F-2930
As indicated
As indicated
2/
/2
1:
:5
P
M
BOTTOM OF SLAB REPAIR PLAN -
SOUTH
02/14/2019
RL
DM
-SR2.01.dwg
SR2.01
515 South Flower Street
Suite 3700 Los Angeles, CA 90071
T 213 617 1901 F 213 617 0047 www.zgf.com
1 : 50SR2.01
BOTTOM OF SLAB AND BEAM REPAIR PLAN - SOUTH1
0 1000
5000mm
06-30-20
M
A T
C H
L
IN
E
S R
.0
8625 8625 8625 6000
NOTE:
1. CRACK WIDTHS LESS THAN 0.51mm (0.02") ARE NOT SHOWN.
2. APPROX. LENGTH OF CRACKS TO BE FILLED WITH
FLEXIBLE SEALANT ON THIS SHEET IS 71M.
CONTRACTOR SHALL VERIFY CRACK LENGTHS AND SIZES
PRIOR TO START OF WORK.
FS
FS
FS
FS
FS FS
72375
GUARD BOOTH WALL
STAIR OPENING
FS
FS
FS
FS
FS
FS
FS
FS
FS
FS
FS
FS
FS
FS
FS
FS
FS
FS
FS
FSFSFS
FS
APPROXIMATE LOCATION OF CRACK,
EQUAL TO OR GREATER THAN 0.51mm (0.02")
INDICATES CRACK CONTINUES ONTO
SIDE OF BEAM AT WIDTH EQUAL TO
OR GREATER THAN 0.51mm (0.02")
FILL CRACKS WITH STRUCTURAL
EPOXY
SE
FILL CRACKS WITH FLEXIBLE
SEALANT MATERIAL
FS
REVISIONS
This document is the property of the U.S. Government. Further reproduction and/or distribution is prohibited without the express written permission of:
Overseas Buildings Operations, U.S. Department of State, Washington, DC, 20522-0620. Information on this document is not to be altered except with the written approval of the individual whose seal appears hereon.
WARNING:
Classification
CADD Plot Scale
Drawing Scale
CADD File Name
OBO Project Number
Drawing Title
OBO/PE/SPCD
Project Number
Checked By
Drawn By
Date Sheet Number
Phase
Release For Construction
Rev Number Description Date
United States Department of State
OVERSEAS BUILDINGS OPERATIONS
Washington, D.C.
Architects
STRUCTURAL
ENGINEERING
INVESTIGATION
& REPAIR
EMBASSY OF THE
UNITED STATES
OF AMERICA
VIENTIANE, LAOS
UNCLASSIFIED
UNCLASSIFIED
CD-1 (60%) CD-2 (100%)
DRAFT IFC
UNCLASSIFIED
XJHW0005
L24503.vte
IFC
Contract Number: 19AQMM-18-F-2930
As indicated
As indicated
2/
/2
1:
:5
P
M
BOTTOM OF SLAB REPAIR PLAN -
NORTH
02/14/2019
RL
DM
-SR2.02.dwg
SR2.02
515 South Flower Street
Suite 3700 Los Angeles, CA 90071
T 213 617 1901 F 213 617 0047 www.zgf.com
1 : 50SR2.02
BOTTOM OF SLAB AND BEAM REPAIR PLAN - NORTH1
0 1000
5000mm
06-30-20
File details come from the government source that posted it. Updated .