Amd-0002_W9128F24B0008_Drawings (Reissued).pdf
PDF 459 KB Posted
- Attached to
- District Warehouse Roof Replacement
- Solicitation number
- W9128F24B0008
About this file
This document is a set of drawings related to a federal contract opportunity for a roof replacement project at the Missouri River Project Office (MRPO) in Omaha, Nebraska.
The key details are:
- The solicitation number is W9128F24B0008, and the project is titled "District Warehouse Roof Replacement".
- The project involves providing roofing assembly replacement and repairs to the existing MRPO Warehouse building.
- The drawings include composite floor plans, roof plans, elevations, and details for the demolition and installation of the new roof assembly.
- The drawings indicate the project will be phased, with the contractor required to coordinate with the government on access, schedule, and protection of the existing building and contents.
- The drawings specify requirements for the new roof assembly, including standing seam metal roof, insulation, vapor retarder membrane, and flashing details.
View the file
Other files
Show all 11
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
UP
A B C D E F
101102
108109
119A
1'
4"
20' - 0" 20' - 0" 12' - 6" 15' - 0" 12' - 6" 20' - 0" 20' - 0"
AREA A
AREA B
AREA B
AREA C
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
FI
LE
N
AM
E.
AD
VE
R
TI
SE
M
EN
T
FI
LE
N U
M
BE
R
AD110
C O
M
PO
SI
TE
F
LO
O R
P
LA
N D
EM
O
M
IS
SO
U
R I R
IV
ER
P R
O
JE
C T
O
FF
IC
E, N
EB
R
AS
KA
O
M
AH
A D
IS
TR
IC
T
C
AP
IT
O
L
AV
E.
O
M
AH
A, N
E
M . B
IE
G
ER
T
M . B
IE
G
ER
T
B.
G
O R
U P
B.
G
O R
U P
/1
5/
W
F2
4B
PH
AS
E
I - R
O O
F R
EP
LA
C
EM
EN
T
O D
_R
F_
AR
C H
.rv t
1" = 20'-0"A1 COMPOSITE FIRST FLOOR DEMO
KEYPLAN
AREA "A"
AREA "B"
AREA "C"
PLAN NORTH
GENERAL NOTES
1. SEE DRAWINGS A-111, A-112, AND A-113 FOR LARGER SCALE FLOOR PLANS.
2. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS.
3. THE EXISTING BUILDING WILL REMAIN OCCUPIED AND OPERATIONAL AT ALL TIMES DURING THE ROOF DEMOLITION AND REPLACEMENT WORK AND FOR ALL OTHER WORK ASSOCIATED WITH THIS CONTRACT.
1" = 1'-0"B15 LEGEND
PHASE 1
PHASE 2
PHASE 3
PHASE 4
PHASE 5
PHASE 6
GENERAL DEMOLITION AND CONSTRUCTION ACTIVITY NOTES
1. THE CONTRACTOR SHALL COORDINATE WITH THE CONTRACTING OFFICER FOR EACH ROOM OR AREA WHERE
WORK WILL OCCUR AND TO MAINTAIN A SAFE CONDITION FOR THE BUILDING OCCUPANTS.
2. ALL EXISTING BUILDING ELEMENTS AND ALL BUILDING CONTENTS SHALL BE PROTECTED TO PREVENT DAMAGE THROUGHOUT THE DURATION OF THE CONTRACT WORK, SEE SPECIFICATION 01 12 00 AND 02 41 00.
3. EXISTING BUILDING ELEMENTS AND BUILDING CONTENTS DAMAGED AS A RESULT OF THE CONTRACT WORK SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE REPLACED OR REPAIRED, SEE ALSO
SPECIFICATION 01 12 00.
4. ALL INTERIOR AND EXTERIOR FIRE EXITS AND FIRE EXIT ACCESS THAT ARE AFFECTED BY THE DEMOLITION, NEW ROOF ASSEMBLY INSTALLATION, AND ALL WORK ASSOCIATED WITH THE CONTRACT SHALL BE MAINTAINED, KEPT OBSTRUCTION FREE, AND PROTECTED DURING THE WORK, SEE ALSO SPECIFICATION 01 12 00.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AN INDEPENDENT THIRD PARTY SECURITY FIRM, SEE
SPECIFICATION 01 52 10 (BID OPTION).
6. THE CONTRACTOR SHALL COORDINATE WITH THE CONTRACTING OFFICER FOR ACCESS TO ALL INTERIOR
SPACES.
CONSTRUCTION PHASING AND SEQUENCING
1. THE CONTRACTOR SHALL FOLLOW THE PHASING NUMBERING/ORDER FOR THE DEMOLITION AND NEW ROOF ASSEMBLY INSTALLATION AND CONSTRUCTION FOR INTERIOR AND EXTERIOR CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL NOT LEAVE ANY PORTIONS OF THE EXISTING BUILDING OR CONTENTS EXPOSED TO THE ELEMENTS OR EXTERIOR ENVIRONMENT DURING THE TIME WHEN CONSTRUCTION ACTIVITIES ARE NOT OCCURRING
UNLESS APPROVED BY THE CONTRACTING OFFICER.
2. THE CONTRACTOR SHALL NOT START ON A SUBSEQUENT PHASE OF THE ROOF CONSTRUCTION UNTIL COMPLETING A PRIOR PHASE UNLESS APPROVED BY THE CONTRACTING OFFICER. THE EXISTING ROOF DEMOLITION, INTERIOR FABRIC LINER MEMBRANE INSTALLATION, AND NEW ROOF ASSEMBLY INSTALLATION SHALL START WITH PHASE 1 AND SPECIFICALLY ROOM 122. THIS PHASE SHALL BE COMPLETED AND TURNED OVER TO THE GOVERNMENT FOR USE AND ACCESS. ACCESS TO ROOM 122 SHALL BE PROTECTED THROUGHOUT THE DURATION OF THE CONTRACT FOR GOVERNMENT ACCESS AND STORAGE OF MATERIAL. PHASE 2 WILL THEN BE COMPLETED BEFORE MOVING TO THE NEXT PHASE AND SUBSEQUENT PHASES SHALL FOLLOW IN THE ORDER INDICATED. PHASE 3 WILL FOLLOW AFTER THE COMPLETION OF PHASE 2 WITH PRIORITY BEING PLACED ON COMPLETING THE WORK
OVER ROOM 121 AND THEN 115.
3. THE EXISTING ROOF ASSEMBLY DEMOLITION AND NEW ROOF ASSEMBLY INSTALLATION SHALL FOLLOW THE PHASING INDICATED ON THIS DRAWING. COMPLETE ALL WORK IN THE ORDER INDICATED FOR THE DESIGNATED PHASE BEFORE MOVING TO THE NEXT DESIGNATED PHASE OF WORK UNLESS APPROVED BY THE CONTRACTING
OFFICER.
4. SEE THE MEZZANINE PLANS ON AD124, AD125, AND AD126 FOR AREAS OF THE ROOF REMOVAL AND REPLACEMENT THAT CORRESPOND TO THE AREAS IDENTIFIED ON DRAWINGS AD110 AND TO BE INCLUDED IN THE WORK PHASING
OVER THE MEZZANINE AREA.
5. DAILY WORK SCHEDULES AND WEEKLY COORDINATION MEETINGS. IN ORDER TO CLOSELY COORDINATE WORK UNDER THIS CONTRACT, THE CONTRACTOR SHALL PREPARE A WRITTEN AGENDA, PREPARE MEETING MINUTES, AND ATTEND COORDINATION MEETINGS THREE (3) TIME PER WEEK (EVERY MONDAY, WEDNESDAY, AND FRIDAY UNTIL CONTRACT COMPLETION) WITH THE CONTRACTING OFFICER AT WHICH TIME THE CONTRACTOR SHALL SUBMIT FOR COORDINATION AND APPROVAL, A PROPOSED DAILY WORK SCHEDULE FOR THE SUBSEQUENT TWO- WEEK PERIOD OR UPDATES TO THE SCHEDULED WORK PLAN. THE CONTRACTING OFFICER RESERVES THE RIGHT TO SCHEDULE MORE FREQUENT COORDINATION MEETINGS BASED ON THE AREA OF THE BUILDING BEING AFFECTED AND THE CONTRACTOR'S PROGRESS IN THE PHASES AND AREAS OF WORK DEFINED IN THE PHASING REQUIREMENTS. THE CONTRACTOR SHALL PROVIDE A COPY OF MODIFICATIONS (MODS), SERIAL LETTERS, REQUESTS FOR INFORMATION (RFIS) AND ANY OTHER INFORMATION THAT IS REQUIRED IN THE MEETINGS AND RECORDED IN THE MINUTES OF THE MEETINGS. REQUIRED TEMPORARY UTILITY SERVICES, TIME AND DURATION OF INTERRUPTIONS, AND PROTECTION OF OCCUPANTS - BUILDING ACCESS - EGRESS, BUILDING CONTENTS, AND ADJOINING AREAS SHALL BE INCLUDED WITH THE CONTRACTOR'S PROPOSED 2-WEEK WORK SCHEDULE. AT THESE MEETINGS, THE CONTRACTOR SHALL ALSO SUBMIT A SCHEDULE OF PROPOSED DATES AND TIMES OF ALL PREPARATORY INSPECTIONS TO BE PERFORMED DURING THE NEXT 2 WEEKS. COORDINATION ACTION BY THE CONTRACTING OFFICER RELATIVE TO THESE SCHEDULES WILL BE ACCOMPLISHED AND ADJUSTED BASED ON THE PROGRESS OF THE WORK DURING THESE THREE WEEKLY MEETINGS. DAILY REPORTS SHALL BE COMPLETED AND
GIVEN TO THE CONTRACTING OFFICER OR REPRESENTATIVE WITHIN 24 HOURS OF THE WORK.
6. THE CONTRACTOR SHALL NOT REMOVE MORE OF THE EXISTING ROOF ASSEMBLY AND INSTALLATION OF THE NEW ASSOCIATED SEGMENT OF ROOF ASSEMBLY THAN CAN BE REINSTALLED OR MADE WEATHERTIGHT IN A SINGLE DAY.
IF THE AREA IDENTIFIED IN THE PHASING PLAN CANNOT BE MADE WEATHERTIGHT IN A SINGLE DAY, THE CONTRACTOR SHALL COORDINATE WITH THE CONTRACTING OFFICER TO ADJUST THE AREA OF SEQUENCING
ACCORDINGLY.
7. THE CONTRACTOR SHALL COORDINATE WITH THE GOVERNMENT AND THE CONTRACTING OFFICER FOR MOVING OF GOVERNMENT OWNED ITEMS AND EQUIPMENT ON THE WAREHOUSE FLOOR(S) AND IN THE MEZZANINES IN ORDER TO ALLOW CONTRACTOR ACCESS TO THE UNDERSIDE OF THE STRUCTURE FOR LIFTS, LADDERS, AND EQUIPMENT NECESSARY TO INSTALL SEGMENTS OF THE CONTINUOUS VAPOR RETARDER MEMBRANE/FABRIC LINER INSULATION SUPPORT SYSTEM. COORDINATION FOR MOVEMENT OF GOVERNMENT OWNED ITEMS OR EQUIPMENT IF REQUIRED SHALL OCCUR IN THE 3 WEEKLY MEETINGS BETWEEN THE CONTRACTOR AND THE CONTRACTING OFFICER. THE CONTRACTING OFFICER WILL COORDINATE WITH THE BUILDING TENANTS FOR SPECIFICS OF WHERE
THE CONTRACTOR WILL BE WORKING AND OF SCHEDULES.
8. THE CONTRACTOR SHALL PROVIDE THE GOVERNMENT A MINIMUM OF 10 WORKING DAYS NOTICE TO ENABLE ACCESS TO AND FOR THE GOVERNMENT TO MOVE ANY GOVERNMENT OWNED CONTENTS THAT ARE TO REMAIN IN THE BUILDING BUT THAT AREA REQUIRED TO BE MOVED FOR CONTRACTOR ACCESS TO INTERIOR BUILDING LOCATIONS. THIS INCLUDES THE VEHICLE BAYS AND THE WAREHOUSE SPACES. THIS NOTICE WILL ALSO ENABLE THE CONTRACTOR TO PLAN LOCATIONS OF AND ACCESS FOR EQUIPMENT OR MEANS AND METHODS FOR INTERIOR INSTALLATION OF THE CONTINUOUS VAPOR RETARDER MEMBRANE/FABRIC LINER INSULATION SUPPORT SYSTEM, FOR CONTRACTOR ACCESS IN THE AFFECTED PHASES OF THE WORK, AND FOR PROTECTION OF LOCATIONS REQUIRING GOVERNMENT PERSONNEL ACCESS AND MAINTAINING SAFE MEANS OF EGRESS. THE CONTRACTOR SHALL COORDINATE WITH THE CONSTRUCTION REPRESENTATIVE FOR GOVERNMENT MOVEMENT OF GOVERNMENT
OWNED CONTENTS IF REQUIRED.
9. EXISTING HEAVY DUTY SHELVING WILL NOT BE MOVED, WILL REMAIN IN PLACE, AND THE CONTRACTOR SHALL WORK AROUND EXISTING ITEMS IN THE BUILDING TO INSTALL THE CONTINUOUS VAPOR RETARDER
MEMBRANE/FABRIC LINER INSULATION SUPPORT SYSTEM AND THE ROOFING ASSEMBLY.
10. THE CONTINUOUS VAPOR RETARDER MEMBRANE/FABRIC LINER INSULATION SUPPORT SYSTEM SHALL BE INSTALLED FROM THE INTERIOR AND CONTINUOUSLY SUPPORTED BY STRAPPING COMPATIBLE WITH THE CONTINUOUS VAPOR RETARDER MEMBRANE/FABRIC LINER INSULATION SUPPORT SYSTEM AND SECURED TO THE UNDERSIDE OF THE EXISTING ROOF PURLINS AND STRUCTURE AS STANDARD WITH THE MANUFACTURER.
11. FOR GOVERNMENT OWNED ITEMS THAT WILL NOT BE MOVED AND WILL REMAIN IN PLACE, INCLUDING BUT NOT LIMITED TO SHELVING UNITS, RACKS, CABINETS, WORK SURFACES, ETC., THE CONTRACTOR SHALL PROVIDE TARPS OR OTHER MEANS TO COMPLETELY COVER AND FULLY PROTECT ALL INTERIOR CONTENTS FROM DUST, DEBRIS, AND TEMPORARY EXPOSURE TO THE EXTERIOR WHILE THE ROOF IS REMOVED AND UNTIL THE NEW ROOF
ASSEMBLY IS INSTALLED.
12. THE CONTRACTOR SHALL NOT REMOVE OR INSTALL ANY ROOF ASSEMBLY OR COMPONENTS IF THEIR IS A RISK OF ADVERSE WEATHER AND COORDINATION WITH THE CONTRACTING OFFICER SHALL OCCUR IN SUCH INSTANCE.
THE CONTRACTING OFFICER RESERVES THE RIGHT TO STOP CONSTRUCTION ACTIVITIES AND DIRECT THE CONTRACTOR TO PROVIDE WEATHERTIGHTNESS OF THE WORK IN PROGRESS IN THE EVENT OF FORECASTED
INCLEMENT WEATHER.
13. REMOVE RUBBISH AND DEBRIS FROM GOVERNMENT PROPERTY FROM DEMOLITION AND NEW CONSTRUCTION
ACTIVITIES DAILY. CONTRACTOR TO FURNISH WASTE CONTAINERS.
AM
G
EN
ER
A L R
EV
IS
IO
N
S
-3 0-
A B C D E F
119' - 7"
20' - 0" 20' - 0" 12' - 6" 15' - 0" 12' - 6" 20' - 0" 20' - 0"
120' - 0"
AREA A
AREA B
CHAIN LINK FENCESHELVES
SHELVES
SHELVES
WOODEN BOXES
HESCO BASKETS
ARCHIVE STORAGE
SHELVES
SHELVES
SHELVES
SHELVES
SHELVES
SHELVES
SHELVES
SHELVES
SHELVES
SHELVES
SHELVES
SHELVES
SHELVES
SHELVES
SHELVES
BOXES
MISC ITEMS
MISC.
STORAGE
UNITS
USER DESKS
SHELVES
SHELVES
STORAGE CABINETSDESKS
SHELVES
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
FI
LE
N
AM
E.
AD
VE
R
TI
SE
M
EN
T
FI
LE
N U
M
BE
R
AD111
FL
O
O R
P
LA
N D
EM
O
A R
EA
A
M
IS
SO
U
R I R
IV
ER
P R
O
JE
C T
O
FF
IC
E, N
EB
R
AS
KA
O
M
AH
A D
IS
TR
IC
T
C
AP
IT
O
L
AV
E.
O
M
AH
A, N
E
M . B
IE
G
ER
T
M . B
IE
G
ER
T
B.
G
O R
U P
B.
G
O R
U P
/1
5/
W
F2
4B
PH
AS
E
I - R
O O
F R
EP
LA
C
EM
EN
T
O D
_R
F_
AR
C H
.rv t
ROOF ASSEMBLY DEMOLITION NOTES
NUMBER DESCRIPTION
1 REMOVE EXISTING STANDING SEAM METAL ROOF ASSEMBLY, TRIM, FLASHINGS, VENT AND
FLUE FLASHINGS, EXHAUST FANS AND CURBS, GUTTERS, DOWNSPOUTS, INSULATION, VAPOR
RETARDERS, ASSESSORIES, ETC. - TYP.
2 WHEN REMOVING EXISTING GUTTER, GUTTER FLASHINGS,AND ASSOCIATED EAVE TRIM,
REPAIR ALL GAPS AND HOLES AT AND BEHIND METAL WALL PANEL AND FLASHINGS AT TOP OF
ALL WALLS (ESPECIALLY ABOVE CONCRETE MASONRY UNITS AT EAVE) WITH NEW CONT.
METAL FLASHING TO PREVENT BIRDS AND INSECTS FROM ENTERNG THE BUILDING AT VOIDS. -
TYP.
1/8" = 1'-0"C1 FLOOR PLAN DEMO - AREA A
KEYPLAN
AREA "A"
AREA "B"
AREA "C"
PLAN NORTH
GENERAL DEMOLITION NOTES
1. THE DEMOLISHED ITEMS IN THE SCOPE ARE TO BE SCRAPPED.
2. FURNITURE, EQUIPMENT, AND AREAS THAT ARE INDICATED TO HAVE STORAGE SHELVES,
STORAGE UNITS, PALLETS, AND OTHER ITEMS ARE FOR INFORMATION RELATIVE TO THE
PHASING PLANS OF THE ROOF DEMOLITION AND NEW ROOF ASSEMBLY INSTALLATION.
8'0 4' 16'
PHOTO K1
AD114
PHOTO E1
AD114
PHOTO E5
AD114
PHOTO K6
AD114
PHOTO K11
AD114
PHOTO K16
AD114
PHOTO A1
AD114
PHOTO A6
AD114
PHOTO A11
AD114
PHOTO A16
AD114
PHOTO E10
AD114
PHOTO E15
AD114
PHOTO J1
AD115
PHOTO J5
AD115
PHOTO J8
AD115
PHOTO J12
AD114
PHOTO J16
AD115
PHOTO D1
AD115
PHOTO D5
AD 115
PHOTO A1
AD115
PHOTO A5
AD115
PHOTO D8
AD115
PHOTO A10
AD115
PHOTO A14
AD115
PHOTO D12
AD115
PHOTO D16
AD115
PHOTO K1
AD116
PHOTO K6
AD116
PHOTO G16
AD116
PHOTO L16
AD119
PHOTO G1
AD119
PHOTO G6
AD119
AM
G
EN
ER
A L R
EV
IS
IO
N
S
-3 0-
Stream Gauging Storage
Vehicle Service Garage
Warehouse Office
EDH Workstation
Utility 119A
4'
4"
2'
8" 2'
8"
2'
4" 2'
8"
AREA A
AREA B
AREA B
AREA C
USER STORAGE
AND WORK
BENCH
USER
LOCKERS
SHELVES
USER DESKS
SHELVES
CHAIN LINK FENCE
STORAGE CABINETSDESKS
SHELVES
SHELVES
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
FI
LE
N
AM
E.
AD
VE
R
TI
SE
M
EN
T
FI
LE
N U
M
BE
R
AD112
FL
O
O R
P
LA
N D
EM
O
A R
EA
B
M
IS
SO
U
R I R
IV
ER
P R
O
JE
C T
O
FF
IC
E, N
EB
R
AS
KA
O
M
AH
A D
IS
TR
IC
T
C
AP
IT
O
L
AV
E.
O
M
AH
A, N
E
M . B
IE
G
ER
T
M . B
IE
G
ER
T
B.
G
O R
U P
B.
G
O R
U P
/1
5/
W
F2
4B
PH
AS
E
I - R
O O
F R
EP
LA
C
EM
EN
T
O D
_R
F_
AR
C H
.rv t
ROOF ASSEMBLY DEMOLITION NOTES
NUMBER DESCRIPTION
1 REMOVE EXISTING STANDING SEAM METAL ROOF ASSEMBLY, TRIM, FLASHINGS, VENT AND
FLUE FLASHINGS, EXHAUST FANS AND CURBS, GUTTERS, DOWNSPOUTS, INSULATION, VAPOR
RETARDERS, ASSESSORIES, ETC. - TYP.
2 WHEN REMOVING EXISTING GUTTER, GUTTER FLASHINGS,AND ASSOCIATED EAVE TRIM,
REPAIR ALL GAPS AND HOLES AT AND BEHIND METAL WALL PANEL AND FLASHINGS AT TOP OF
ALL WALLS (ESPECIALLY ABOVE CONCRETE MASONRY UNITS AT EAVE) WITH NEW CONT.
METAL FLASHING TO PREVENT BIRDS AND INSECTS FROM ENTERNG THE BUILDING AT VOIDS. -
TYP.
1/8" = 1'-0"D1 FLOOR PLAN DEMO - AREA B
KEYPLAN
AREA "A"
AREA "B"
AREA "C"
PLAN NORTH
GENERAL DEMOLITION NOTES
1. THE DEMOLISHED ITEMS IN THE SCOPE ARE TO BE SCRAPPED.
2. FURNITURE, EQUIPMENT, AND AREAS THAT ARE INDICATED TO HAVE STORAGE SHELVES,
STORAGE UNITS, PALLETS, AND OTHER ITEMS ARE FOR INFORMATION RELATIVE TO THE
PHASING PLANS OF THE ROOF DEMOLITION AND NEW ROOF ASSEMBLY INSTALLATION.
8'0 4' 16'
PHOTO K11
AD116
PHOTO K16
AD116
PHOTO G1
AD116 PHOTO G6
AD116
PHOTO G11
AD116
PHOTO C1
AD116
PHOTO C6
AD116
PHOTO C11
AD116
PHOTO C16
AD116
PHOTO K1
AD117
PHOTO K6
AD117
PHOTO K11
AD117
PHOTO A1
AD117
PHOTO A5
AD117
PHOTO A10
AD117
PHOTO A14
AD117
PHOTO K15
AD117
PHOTO L6
AD118
PHOTO L10
AD118
PHOTO L1
AD119
PHOTO G12
AD119
PHOTO C6
AD119
PHOTO C11
AD119
AM
G
EN
ER
A L R
EV
IS
IO
N
S
-3 0-
Vestibule
Corridor
Corridor
Survey and Mapping
DRILLING
PRODUCTION
CENTER
Water Quality Lab
Corridor
Women
Men
Survery and Mapping Storage
Janitor
Stream Gauging Shop
Stream Gauging Workstation
Mechanical
Warehouse
AREA B
AREA C
DESK
SHELVES
STORAGE RACK
STORAGE RACK
SHELVES
HESCO BASKET STACKS
SHELVES
HESCO BASKET STACKS
GEOTECH SAND
SHELVES
NOT FIXED METAL
OFFICE STORAGE UNITS
SHELVES
VERTICAL STORAGE UNITS
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
FI
LE
N
AM
E.
AD
VE
R
TI
SE
M
EN
T
FI
LE
N U
M
BE
R
AD113
FL
O
O R
P
LA
N D
EM
O
A R
EA
C
M
IS
SO
U
R I R
IV
ER
P R
O
JE
C T
O
FF
IC
E, N
EB
R
AS
KA
O
M
AH
A D
IS
TR
IC
T
C
AP
IT
O
L
AV
E.
O
M
AH
A, N
E
M . B
IE
G
ER
T
M . B
IE
G
ER
T
B.
G
O R
U P
B.
G
O R
U P
/1
5/
W
F2
4B
PH
AS
E
I - R
O O
F R
EP
LA
C
EM
EN
T
O D
_R
F_
AR
C H
.rv t
ROOF ASSEMBLY DEMOLITION NOTES
NUMBER DESCRIPTION
1 REMOVE EXISTING STANDING SEAM METAL ROOF ASSEMBLY, TRIM, FLASHINGS, VENT AND
FLUE FLASHINGS, EXHAUST FANS AND CURBS, GUTTERS, DOWNSPOUTS, INSULATION, VAPOR
RETARDERS, ASSESSORIES, ETC. - TYP.
2 WHEN REMOVING EXISTING GUTTER, GUTTER FLASHINGS,AND ASSOCIATED EAVE TRIM,
REPAIR ALL GAPS AND HOLES AT AND BEHIND METAL WALL PANEL AND FLASHINGS AT TOP OF
ALL WALLS (ESPECIALLY ABOVE CONCRETE MASONRY UNITS AT EAVE) WITH NEW CONT.
METAL FLASHING TO PREVENT BIRDS AND INSECTS FROM ENTERNG THE BUILDING AT VOIDS. -
TYP.
1/8" = 1'-0"B1 FLOOR PLAN DEMO - AREA C KEYPLAN
AREA "A"
AREA "B"
AREA "C"
PLAN NORTH
GENERAL DEMOLITION NOTES
1. THE DEMOLISHED ITEMS IN THE SCOPE ARE TO BE SCRAPPED.
2. FURNITURE, EQUIPMENT, AND AREAS THAT ARE INDICATED TO HAVE STORAGE SHELVES,
STORAGE UNITS, PALLETS, AND OTHER ITEMS ARE FOR INFORMATION RELATIVE TO THE
PHASING PLANS OF THE ROOF DEMOLITION AND NEW ROOF ASSEMBLY INSTALLATION.
8'0 4' 16'
PHOTO G1
AD117
PHOTO G6
AD117
PHOTO A1
AD118
PHOTO L1
AD118
PHOTO L6
AD119
PHOTO L12
AD119
PHOTO G16
AD119
PHOTO C1
AD119
PHOTO C1
AD119
AM
G
EN
ER
A L R
EV
IS
IO
N
S
-3 0-
A B C D E F
1" / 1'-0"1" / 1'-0"
J2
AD131
J7
AD131
J16
AD131
DEMOLISHED REGION
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
FI
LE
N
AM
E.
AD
VE
R
TI
SE
M
EN
T
FI
LE
N U
M
BE
R
AD130
R O
O F
PL
AN
D
EM
O
M
IS
SO
U
R I R
IV
ER
P R
O
JE
C T
O
FF
IC
E, N
EB
R
AS
KA
O
M
AH
A D
IS
TR
IC
T
C
AP
IT
O
L
AV
E.
O
M
AH
A, N
E
M . B
IE
G
ER
T
M . B
IE
G
ER
T
B.
G
O R
U P
B.
G
O R
U P
/1
5/
W
F2
4B
PH
AS
E
I - R
O O
F R
EP
LA
C
EM
EN
T
O D
_R
F_
AR
C H
.rv t
1" = 20'-0"B1 ROOF PLAN DEMO
DEMO LEGEND
KEYPLAN
AREA "A"
AREA "B"
AREA "C"
PLAN NORTH
GENERAL DEMOLITION NOTES
1. THE DEMOLISHED ITEMS IN THE SCOPE ARE TO BE SCRAPPED.
2. SEE SHEET AD131 FOR TYPCAL REMOVAL DETAILS.
3. SEE SHEET A-130 FOR ADDITIONAL INFORMATION.
4. THE CONTRACTOR SHALL PROVIDE A TEMPORARY FALL PROTECTION/
FALL ARREST SYSTEM IN ACCORDANCE WITH OSHA REQUIREMENTS.
8'0 4' 16'
ROOF ASSEMBLY DEMOLITION NOTES
NUMBER DESCRIPTION
1 REMOVE EXISTING STANDING SEAM METAL ROOF ASSEMBLY, TRIM, FLASHINGS, VENT AND
FLUE FLASHINGS, EXHAUST FANS AND CURBS, GUTTERS, DOWNSPOUTS, INSULATION, VAPOR
RETARDERS, ASSESSORIES, ETC. - TYP.
2 WHEN REMOVING EXISTING GUTTER, GUTTER FLASHINGS,AND ASSOCIATED EAVE TRIM,
REPAIR ALL GAPS AND HOLES AT AND BEHIND METAL WALL PANEL AND FLASHINGS AT TOP OF
ALL WALLS (ESPECIALLY ABOVE CONCRETE MASONRY UNITS AT EAVE) WITH NEW CONT.
METAL FLASHING TO PREVENT BIRDS AND INSECTS FROM ENTERNG THE BUILDING AT VOIDS. -
TYP.
AM
G
EN
ER
A L R
EV
IS
IO
N
S
-3 0-
EXISTING METAL GUTTER TO BE REMOVED
AND SCRAPPED. WHEN REMOVING EXISTING
GUTTER, GUTTER FLASHINGS,AND
ASSOCIATED EAVE FLASHINGS AND TRIM,
INSPECT AND ASSESS THE CONDITION AT THE
TOP OF THE METAL WALL PANELS AT THE
EAVE. REPAIR ALL GAPS AND HOLES AT AND
BEHIND METAL WALL PANEL AND THE EAVE
FLASHINGS AT TOP OF ALL WALLS
(ESPECIALLY ABOVE CONCRETE MASONRY
UNITS AT EAVE). REPAIR HOLES AND GAPS
WITH NEW CONT. METAL FLASHINGS TO
PREVENT BIRDS AND INSECTS FROM
ENTERNG THE BUILDING - TYP.
EXISTING EAVE FLASHING TO BE
REMOVED AND SCRAPPED OR NEW 24
GAGE CONTINUOUS PREFINISHED SHEET
METAL TO MATCH EXISTING AND TO
COMPLETELY SEAL OFF ALL GAPS AND
OPENINGS - SEE NEW DETAIL
EXISTING STEEL GIRT TO REMAIN
EXISTING INSULATED METAL WALL
PANEL TO REMAIN. BIRD AND INSECT
PROOF ALL GAPS. SEE ABOVE NOTE.
EXISTING WIDE FLANGE STEEL BEAM
TO REMAIN
EXISTING ANGLES TO REMAIN
1' - 2"
WALL
EXISTING PANEL LINTEL, BOLTED TO
STEEL CHANNEL TO REMAIN
EXISTING STANDING SEAM
METAL ROOF TO BE
REMOVED AND SCRAPPED
EXISTING 8" STEEL ROOF PURLINS TO REMAIN
EXISTING INSULATION AND
VAPOR RETARDER MEMBRANE
TO BE REMOVED AND SCRAPPED
EXISTING METAL RAKE TRIM
TO BE REMOVED AND
SCRAPPED. PROVIDE NEW 24
GAGE CONTINUOUS
PREFINISHED SHEET METAL
FASCIA/FLASHINGS TO MATCH
EXISTING SHAPE AND COLOR
AND TO COMPLETELY SEAL
OFF ALL GAPS AND
OPENINGS - SEE NEW DETAILS
EXISTING GIRT
TO REMAIN
EXISTING
INSULATED
METAL WALL
PANEL TO
REMAIN
EXISTING STEEL
ROOF
PURLINS TO
REMAIN
EXISTING
INSULATION AND
VAPOR RETARDER
MEMBRANE TO BE
REMOVED AND
SCRAPPED
EXISTING STANDING
SEAM METAL ROOF
TO BE REMOVED
AND SCRAPPED
EXISTING RIGID
STEEL
STRUCUTRE TO
REMAIN
EXISTING RIDGE CAP
TO BE REMOVED AND
SCRAPPED
EXISTING STANDING
SEAM METAL ROOF
TO BE REMOVED
AND SCRAPPED
EXISTING INSULATION AND
VAPOR RETARDER
MEMBRANE TO BE REMOVED
AND SCRAPPED
EXISTING PURLINS TO REMAIN
EXISTING RIGID
STRUCTURAL FRAME
TO REMAIN
EXISTING METAL GUTTER TO BE REMOVED
AND SCRAPPED. WHEN REMOVING
EXISTING GUTTER, GUTTER
FLASHINGS,AND ASSOCIATED EAVE
FLASHINGS AND TRIM, INSPECT AND
ASSESS THE CONDITION AT THE TOP OF
THE METAL WALL PANELS AT THE EAVE.
REPAIR ALL GAPS AND HOLES AT AND
BEHIND METAL WALL PANEL AND THE EAVE
FLASHINGS AT TOP OF ALL WALLS
(ESPECIALLY ABOVE CONCRETE MASONRY
UNITS AT EAVE). REPAIR HOLES AND GAPS
WITH NEW CONT. METAL FLASHINGS TO
PREVENT BIRDS AND INSECTS FROM
ENTERNG THE BUILDING - TYP.
EXISTING EAVE FLASHING TO BE
REMOVED AND SCRAPPED AND NEW 24
GAGE CONTINUOUS PREFINISHED
SHEET METAL TO MATCH EXISTING AND
TO COMPLETELY SEAL OFF ALL GAPS
AND OPENINGS - SEE NEW DETAIL.
EXISTING GIRT TO REMAIN
EXISTING INSULATED METAL WALL
PANEL TO REMAIN. BIRD AND INSECT
PROOF ALL GAPS. SEE ABOVE NOTE.
EXISTING ANGLES TO
REMAIN.
1' - 2"
WALL
EXISTING STANDING SEAM
METAL ROOF ASSEMBLY TO
BE REMOVED AND SCRAPPED
EXISTING 6" PURLINS TO REMAIN
EXISTING INSULATION AND
VAPOR RETARDER MEMBRANE
TO BE REMOVED AND SCRAPPED
EXISTING PLUMBING VENT
OR FLUE PIPE TO REMAIN
REMOVE AND SCRAP EXISTING
STORM COLLAR HOOD
REMOVE AND
SCRAP EXISTING
CLAMPING RING
REMOVE AND SCRAP EXISTING
FIBERGLASS INSULATION AND
VAPOR RETARDER
REMOVE AND SCRAP
EXISTING PLUMBING
VENT OR PIPE AND
METAL FL BOOT
REMOVE AND SCRAP
EXISTING METAL TRAY
TURN DOWN OVER RIBS
AT LOW END AND
INTEGRAL FLANGED
SLEEVE
REMOVE AND SCRAP
EXISTING VAPOR
RETARDER MEMBRANE
REMOVE AND SCRAP
EXISTING STANDING
SEAM MTL ROOF
ASSEMBLY
EXISTING STEEL ROOF
PURLINS AND STEEL
STRUCTURE TO REMAIN
BASE DIA. VARIES W/PIPE DIA.
REMOVE AND
SCRAP EXISTING
FLASHING
W /P
IP
E
D
IA
VA
R
IE
S
1/ 2"
M
IN
RADIATION SHEILD
AT HOT FLUE PIPE
LOCATIONS
REMOVE AND SCRAP EXISTING
EXHAUST FAN - SEE MECH.
REMOVE AND SCRAP
EXISTING SEALANT OR TAPE
REMOVE AND SCRAP EXISTING
METAL COUNTER FLASHING
REMOVE AND SCRAP
EXISTING FASTENERS
REMOVE AND SCRAP
EXISTING CURB ASSEMBLY
REMOVE AND SCRAP EXISTING
CRICKET IF IN PLACE
REMOVE AND SCRAP
EXISTING Z-SHAPED PANEL
CLOSURE W/ CONT SEALANT
AT JOINT
REMOVE AND SCRAP
EXISTING STANDING SEAM
METAL ROOF ASSEMBLY
EXISTING ROOF
OPENING FRAMING
TO REMAIN
REMOVE AND SCRAP
EXISTING INSULATION
AND VAPOR RETARDER
MEMBRANE
EXISTING ROOF PURLINS
AND RIGID STEEL
STRUCTURE TO REMAIN
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
FI
LE
N
AM
E.
AD
VE
R
TI
SE
M
EN
T
FI
LE
N U
M
BE
R
AD131
R O
O F
D
ET
AI
LS
D
EM
O
M
IS
SO
U
R I R
IV
ER
P R
O
JE
C T
O
FF
IC
E, N
EB
R
AS
KA
O
M
AH
A D
IS
TR
IC
T
C
AP
IT
O
L
AV
E.
O
M
AH
A, N
E
M . B
IE
G
ER
T
M . B
IE
G
ER
T
B.
G
O R
U P
B.
G
O R
U P
/1
5/
W
F2
4B
PH
AS
E
I - R
O O
F R
EP
LA
C
EM
EN
T
O D
_R
F_
AR
C H
.rv t
1" = 1'-0"J2 DEMO EAVE DETAIL @ OH DOOR
1" = 1'-0"J16 DEMO RAKE DETAIL
1" = 1'-0"J7 DEMO RIDGE DETAIL
1" = 1'-0"J1 DEMO EAVE DETAIL
AM
G
EN
ER
A L R
EV
IS
IO
N
S
-3 0-
1 1/2" = 1'-0"A7 ROOF REMOVAL DETAIL AT EXISTING PLUMBING VENT/FLUE
1 1/2" = 1'-0"1 ROOF EXHAUST FAN AND CURB REMOVAL DETAIL
GENERAL NOTES:
1. THE CONTRACTOR SHALL PROVIDE A TEMPORARY FALL PROTECTION/
FALL ARREST SYSTEM IN ACCORDANCE WITH OSHA REQUIREMENTS.
A B C D E F
20' - 0" 20' - 0" 12' - 6" 15' - 0" 12' - 6" 20' - 0"
AREA A
AREA B
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
FI
LE
N
AM
E.
AD
VE
R
TI
SE
M
EN
T
FI
LE
N U
M
BE
R
A-111
FI
R
ST
F
LO
O
R P
LA
N
A R
EA
A
M
IS
SO
U
R I R
IV
ER
P R
O
JE
C T
O
FF
IC
E, N
EB
R
AS
KA
O
M
AH
A D
IS
TR
IC
T
C
AP
IT
O
L
AV
E.
O
M
AH
A, N
E
M . B
IE
G
ER
T
M . B
IE
G
ER
T
B.
G
O R
U P
B.
G
O R
U P
/1
5/
W
F2
4B
PH
AS
E
I - R
O O
F R
EP
LA
C
EM
EN
T
O D
_R
F_
AR
C H
.rv t
1/8" = 1'-0"B2 FIRST FLOOR PLAN AREA A
KEYPLAN
AREA "A"
AREA "B"
AREA "C"
8'0 4' 16'
GENERAL NOTES
1. ALL EXISTING ITEMS UNDERNEATH THE AREA OF THE ROOF BEING REMOVED TO BE PROTECTED
FROM ANY DEBRIS. SEE DRAWING AD110 AND SPECIFICATION SECTION 02 41 00.
2. ALL DEBRIS TO BE CLEANED UP FROM THE BUILDING AND SITE EACH DAY AFTER CONSTRUCTION
ACTIVITIES ARE COMPLETE. SEE DRAWING AD110 AND SPECIFICATION SECTION 02 41 00.
PLAN NORTH
AM
G
EN
ER
A L R
EV
IS
IO
N
S
-3 0-
Stream Gauging Storage
114 Vehicle Service Garage
Warehouse Office
EDH Workstation
Utility 119A
4'
8" 4'
0"
4'
8" 3'
0"
7'
4" 8"
2'
8" 2'
8"
8'
4" 2'
8"
6'
4" 6'
4"
3'
8"
4'
4"
/4
68' - 8 5/8" 19' - 10 3/8" 31' - 0"
6'
6" 3'
0"
1'
6"
AREA A
AREA B
AREA B
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
FI
LE
N
AM
E.
AD
VE
R
TI
SE
M
EN
T
FI
LE
N U
M
BE
R
A-112
FI
R
ST
F
LO
O
R P
LA
N
A R
EA
B
M
IS
SO
U
R I R
IV
ER
P R
O
JE
C T
O
FF
IC
E, N
EB
R
AS
KA
O
M
AH
A D
IS
TR
IC
T
C
AP
IT
O
L
AV
E.
O
M
AH
A, N
E
M . B
IE
G
ER
T
M . B
IE
G
ER
T
B.
G
O R
U P
B.
G
O R
U P
/1
5/
W
F2
4B
PH
AS
E
I - R
O O
F R
EP
LA
C
EM
EN
T
O D
_R
F_
AR
C H
.rv t
1/8" = 1'-0"E2 FIRST FLOOR PLAN AREA B
KEYPLAN
AREA "A"
AREA "B"
AREA "C"
8'0 4' 16'
GENERAL NOTES
1. ALL EXISTING ITEMS UNDERNEATH THE AREA OF THE ROOF BEING REMOVED TO BE PROTECTED
FROM ANY DEBRIS. SEE DRAWING AD110 AND SPECIFICATION SECTION 02 41 00.
2. ALL DEBRIS TO BE CLEANED UP FROM THE BUILDING AND SITE EACH DAY AFTER CONSTRUCTION
ACTIVITIES ARE COMPLETE. SEE DRAWING AD110 AND SPECIFICATION SECTION 02 41 00.
PLAN NORTH
AM
G
EN
ER
A L R
EV
IS
IO
N
S
-3 0-
Vestibule
Corridor 102Corridor
Survey and Mapping
DRILLING
PRODUCTION
CENTER
Water Quality Lab
Corridor
Women
Men
Survery and Mapping Storage
Janitor
Stream Gauging Shop
Stream Gauging Workstation
Mechanical
Warehouse
8"
8"
3/ 8"
1'
5/
8"
4'
0"
4"
6'
4" 4"
68' - 7 1/2" 19' - 11 1/2" 7' - 2" 1' - 0" 20' - 10"
19' - 2 3/8" 8" 7' - 2" 1' - 0" 21' - 6 7/8"
12' - 0 1/8" 3' - 4" 3' - 4"
1' - 0"
7' - 4 1/4" 1' - 0" 21' - 6 7/8"
10' - 0"8' - 8 3/8"
19' - 2 3/8"
Telecom 113A
AREA B
AREA C US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
FI
LE
N
AM
E.
AD
VE
R
TI
SE
M
EN
T
FI
LE
N U
M
BE
R
A-113
FI
R
ST
F
LO
O
R P
LA
N
A R
EA
C
M
IS
SO
U
R I R
IV
ER
P R
O
JE
C T
O
FF
IC
E, N
EB
R
AS
KA
O
M
AH
A D
IS
TR
IC
T
C
AP
IT
O
L
AV
E.
O
M
AH
A, N
E
M . B
IE
G
ER
T
M . B
IE
G
ER
T
B.
G
O R
U P
B.
G
O R
U P
/1
5/
W
F2
4B
PH
AS
E
I - R
O O
F R
EP
LA
C
EM
EN
T
O D
_R
F_
AR
C H
.rv t
1/8" = 1'-0"E2 FIRST FLOOR PLAN AREA C
KEYPLAN
AREA "A"
AREA "B"
AREA "C"
8'0 4' 16'
GENERAL NOTES
1. ALL EXISTING ITEMS UNDERNEATH THE ROOF IN THE AREA BEING REMOVED AND REINSTALLED TO BE
PROTECTED FROM ANY DEBRIS. SEE DRAWING AD110 AND SPECIFICATION SECTION 02 41 00.
2. ALL DEBRIS TO BE CLEANED UP FROM THE BUILDING AND SITE EACH DAY AFTER CONSTRUCTION
ACTIVITIES ARE COMPLETE. SEE DRAWING AD110 AND SPECIFICATION SECTION 02 41 00.
PLAN NORTH
AM
G
EN
ER
A L R
EV
IS
IO
N
S
-3 0-
A B C D E F
OPEN TO BELOW
OPEN TO BELOW
20' - 0" 20' - 0" 12' - 6" 15' - 0" 12' - 6" 20' - 0" 20' - 0"
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
FI
LE
N
AM
E.
AD
VE
R
TI
SE
M
EN
T
FI
LE
N U
M
BE
R
A-121
M
EZ
ZA
N
IN
E
PL
AN
A R
EA
A
M
IS
SO
U
R I R
IV
ER
P R
O
JE
C T
O
FF
IC
E, N
EB
R
AS
KA
O
M
AH
A D
IS
TR
IC
T
C
AP
IT
O
L
AV
E.
O
M
AH
A, N
E
M . B
IE
G
ER
T
M . B
IE
G
ER
T
B.
G
O R
U P
B.
G
O R
U P
/1
5/
W
F2
4B
PH
AS
E
I - R
O O
F R
EP
LA
C
EM
EN
T
O D
_R
F_
AR
C H
.rv t
1" = 20'-0"B1 MEZZANINE PLAN - AREA A
KEYPLAN
AREA "A"
AREA "B"
AREA "C"
8'0 4' 16'
PLAN NORTH
GENERAL NOTES
1. ALL EXISTING ITEMS UNDERNEATH THE ROOF IN THE AREA BEING REMOVED AND REINSTALLED TO BE PROTECTED FROM ANY DEBRIS. SEE DRAWING AD110 AND SPECIFICATION SECTION 02 41 00.
2. ALL DEBRIS TO BE CLEANED UP FROM THE BUILDING AND SITE EACH DAY AFTER CONSTRUCTION
ACTIVITIES ARE COMPLETE. SEE DRAWING AD110 AND SPECIFICATION SECTION 02 41 00.
AM
G
EN
ER
A L R
EV
IS
IO
N
S
-3 0-
DN
OPEN TO BELOW
OPEN TO BELOW
OPEN TO BELOW
WOODEN
PALLETS WITH
DESK
SURFACES
SHELVES
DESK AND
CHAIR
ZORINSKY
BUILDING
FURNITURE
SYSTEM
STORAGE
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
FI
LE
N
AM
E.
AD
VE
R
TI
SE
M
EN
T
FI
LE
N U
M
BE
R
A-122
M
EZ
ZA
N
IN
E
PL
AN
A R
EA
B
M
IS
SO
U
R I R
IV
ER
P R
O
JE
C T
O
FF
IC
E, N
EB
R
AS
KA
O
M
AH
A D
IS
TR
IC
T
C
AP
IT
O
L
AV
E.
O
M
AH
A, N
E
M . B
IE
G
ER
T
M . B
IE
G
ER
T
B.
G
O R
U P
B.
G
O R
U P
/1
5/
W
F2
4B
PH
AS
E
I - R
O O
F R
EP
LA
C
EM
EN
T
O D
_R
F_
AR
C H
.rv t
1" = 20'-0"B1 MEZZANINE PLAN - AREA B KEYPLAN
AREA "A"
AREA "B"
AREA "C"
8'0 4' 16'
PLAN NORTH
GENERAL NOTES
1. ALL EXISTING ITEMS UNDERNEATH THE ROOF IN THE AREA BEING REMOVED AND REINSTALLED TO BE PROTECTED FROM ANY DEBRIS. SEE DRAWING AD110 AND SPECIFICATION SECTION 02 41 00.
2. ALL DEBRIS TO BE CLEANED UP FROM THE BUILDING AND SITE EACH DAY AFTER CONSTRUCTION
ACTIVITIES ARE COMPLETE. SEE DRAWING AD110 AND SPECIFICATION SECTION 02 41 00.
AM
G
EN
ER
A L R
EV
IS
IO
N
S
-3 0-
DN
52' - 0"
OPEN TO BELOW
PALLET WITH
EMPTY SOIL
SAMPLE
STORAGE
VERTICAL
STORAGE
CABINET
VERTICAL STORAGE UNITS
MAP STORAGE
UNITS
WOODEN
CABINETS
SHELVES
METAL STORAGE
CABINETS
MISC. BOXES
DISASSEMBLED
VERTICAL
STORAGE
UNITS
MISC. EMERGENCY
MANAGEMENT
STORAGE
METAL MESH DIVIDER
MISC. EMERGENCY
MANAGEMENT
STORAGE
ZORINSKY BUILDING
FURNITURE SYSTEM
STORAGE
WOODEN PALLETS
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
FI
LE
N
AM
E.
AD
VE
R
TI
SE
M
EN
T
FI
LE
N U
M
BE
R
A-123
M
EZ
ZA
N
IN
E
PL
AN
A R
EA
C
M
IS
SO
U
R I R
IV
ER
P R
O
JE
C T
O
FF
IC
E, N
EB
R
AS
KA
O
M
AH
A D
IS
TR
IC
T
C
AP
IT
O
L
AV
E.
O
M
AH
A, N
E
M . B
IE
G
ER
T
M . B
IE
G
ER
T
B.
G
O R
U P
B.
G
O R
U P
/1
5/
W
F2
4B
PH
AS
E
I - R
O O
F R
EP
LA
C
EM
EN
T
O D
_R
F_
AR
C H
.rv t
1" = 20'-0"B1 MEZZANINE PLAN - AREA C
KEYPLAN
AREA "A"
AREA "B"
AREA "C"
8'0 4' 16'
PLAN NORTH
GENERAL NOTES
1. ALL EXISTING ITEMS UNDERNEATH THE ROOF IN THE AREA BEING REMOVED AND REINSTALLED TO BE PROTECTED FROM ANY DEBRIS. SEE DRAWING AD110 AND SPECIFICATION SECTION 02 41 00.
2. ALL DEBRIS TO BE CLEANED UP FROM THE BUILDING AND SITE EACH DAY AFTER CONSTRUCTION
ACTIVITIES ARE COMPLETE. SEE DRAWING AD110 AND SPECIFICATION SECTION 02 41 00. 2
AM
G
EN
ER
A L R
EV
IS
IO
N
S
-3 0-
A B C D E F
1" / 1'-0"1" / 1'-0"
NEW RAKE EDGE FLASHING TO MATCH EXISTING
- CONTINUOUS AND TYP.
NEW STANDING SEAM ROOF ASSEMBLY - TYP.
NEW DOWNSPOUTS AND 12'-0" LONG DOWNSPOUTS EXTENSIONS WITH
CONCRETE SPLASHBLOCKS - NEW DOWNSPOUTS TO BE 4" BY 5"
MINIMUM AND INSTALLED AT SAME LOCATION AS EXISTING
DOWNSPOUTS. TYP ALL DOWNSPOUTS
J13 A-510
J1 A-510
J10 A-510
NEW DOWNSPOUTS AND 12'-0" LONG DOWNSPOUTS EXTENSIONS
WITH CONCRETE SPLASHBLOCKS - NEW DOWNSPOUTS TO BE 4"
BY 5" MINIMUM AND INSTALLED AT SAME LOCATION AS EXISTING
DOWNSPOUTS. TYP ALL DOWNSPOUTS.
NEW DOWNSPOUTS AND
DOWNSPOUTS EXTENSIONS -
TYP
NEW GUTTERS TO BE SAME SIZE AS
EXISTING AND INSTALLED AT SAME
LOCATION AS EXISTING GUTTERS.
- TYP ALL LOCATIONS
NEW PLUMBING VENT FLASHINGS, RADIANT HEATER FLUE
FLASHING, AND MISC. FLASHING - TYP.
NEW FLASHINGS AT ALL ROOF PENETRATIONS - TYP
NEW DOWNSPOUTS AND 12'-0" LONG DOWNSPOUTS EXTENSIONS
WITH CONCRETE SPLASHBLOCKS - NEW DOWNSPOUTS TO BE 4" BY 5"
MINIMUM AND INSTALLED AT SAME LOCATION AS EXISTING
DOWNSPOUTS. TYP ALL DOWNSPOUTS
NEW LIGHTING PROTECTION SYSTEM - SEE ELEC.
NEW DOWNSPOUTS AND 12'-0" LONG DOWNSPOUTS EXTENSIONS
WITH CONCRETE SPLASHBLOCKS - NEW DOWNSPOUTS TO BE SAME
SIZE AS EXISTING AND INSTALLED AT SAME LOCATION AS EXISTING
DOWNSPOUTS. TYP ALL DOWNSPOUTS
NEW ROOF CAP AT RIDGE - TYP.
NEW GUTTERS TO BE SAME SIZE AS
EXISTING AND INSTALLED AT SAME
LOCATION AS EXISTING GUTTERS.
- TYP ALL LOCATIONS
NEW FLASHINGS AT ALL ROOF PENETRATIONS - TYP
NEW EXHAUST FANS, ROOF CURBS,
FLASHINGS AND CRICKETS - TYP.
NEW PLUMBING VENT FLASHINGS, RADIANT HEATER FLUE
FLASHING, AND MISC. FLASHING - TYP.
NEW FLASHINGS AT ALL ROOF PENETRATIONS - TYP
NEW PLUMBING VENT FLASHINGS, RADIANT HEATER FLUE
FLASHING, AND MISC. FLASHING - TYP.
NEW FLASHINGS AT ALL ROOF PENETRATIONS - TYP
NEW PLUMBING VENT FLASHINGS, RADIANT HEATER FLUE
FLASHING, AND MISC. FLASHING - TYP.
NEW FLASHINGS AT ALL ROOF PENETRATIONS - TYP
NEW EXHAUST FANS, ROOF CURBS,
FLASHINGS AND CRICKETS - TYP.
NEW FENCE TYPE SNOW GUARDS BETWEEN
COLUMN LINES 5 AND 11 ON EAST SIDE AND
BETWEEN 7 AND 8 ON WEST SIDE
NEW FALL PROTECTION TIE OFF POINTS/ASSEMBLIES
BENEATH RIDGE AND ABOVE NEW EXHAUST FANS
- TYP OF FOUR (4)
NEW FALL PROTECTION TIE OFF POINTS/ASSEMBLIES
BENEATH RIDGE AND ABOVE NEW EXHAUST FANS
- TYP OF FOUR (4)
EXISTING ANTENNA
STRUCTURE TO REMAIN
EXISTING MAST, ELECTRICAL
WEATHERHEAD, MAST, AND ANTENNA
TO REMAIN. REMOVE AND REINSTALL
AS NECESSARY TO INSTALL NEW SSMR
ASSEMBLY AND FLASHINGS
EXISTING ANTENNAE AND
STRUCTURE TO REMAIN
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
FI
LE
N
AM
E.
AD
VE
R
TI
SE
M
EN
T
FI
LE
N U
M
BE
R
A-130
R O
O F
PL
AN
M
IS
SO
U
R I R
IV
ER
P R
O
JE
C T
O
FF
IC
E, N
EB
R
AS
KA
O
M
AH
A D
IS
TR
IC
T
C
AP
IT
O
L
AV
E.
O
M
AH
A, N
E
M . B
IE
G
ER
T
M . B
IE
G
ER
T
B.
G
O R
U P
B.
G
O R
U P
/1
5/
W
F2
4B
PH
AS
E
I - R
O O
F R
EP
LA
C
EM
EN
T
O D
_R
F_
AR
C H
.rv t
1" = 20'-0"B1 ROOF PLAN
KEYPLAN
AREA "A"
AREA "B"
AREA "C"
KEYNOTES
MARK DESCRIPTION
1 NEW ROOF ASSEMBLY - TYP.
PLAN NORTH
GENERAL NOTES
1. ALL EXTERIOR COLORS FOR THE STANDING SEAM METAL ROOF ASSEMBLY INCLUDING GUTTERS, DOWSNPOUTS, FLASHINGS, TRIM, AND ACCESSORIES SHALL MATCH EXISTING COLORS. COLOR TO
BE SUBMITTED FOR APPROVAL.
2. MATCH THE PROFILE, SHAPE, AND SIZES OF ALL FLASHINGS, TRIM, AND GUTTERS. DOWNSPOUTS
SHALL NOT BE LESS THAN 4" BY 5".
3. SEE SHEET A-510 FOR TYPICAL ROOF DETAILS AND NOTES.
4. THE EXISTING BUILDING STRUCTURE WILL BE USED TO PROVIDE THE REQUIRED ROOF SLOPE
AND IS APPROXIMATELY 1:12. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS.
AM
G
EN
ER
A L R
EV
IS
IO
N
S
-3 0-
01_LEVEL_FF
0' - 0"
MEZZANINE
11' - 4"
T.O. ROOF
22' - 0"
T.O. CMU
13' - 10"
A B C D E F
B2 A-301
EXISTING LIGHTS
AND BUILDING
SIGNS TO REMAIN12
01_LEVEL_FF
0' - 0"
MEZZANINE
11' - 4"
T.O. ROOF
22' - 0"
T.O. CMU
13' - 10"
ABCDEF
B2 A-301
EXISTING LIGHTS
AND BUILDING
SIGNS TO REMAIN
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
FI
LE
N
AM
E.
AD
VE
R
TI
SE
M
EN
T
FI
LE
N U
M
BE
R
A-201
N O
R
TH
A N
D S
O U
TH
E
LE
VA
TI
O
N S
M
IS
SO
U
R I R
IV
ER
P R
O
JE
C T
O
FF
IC
E, N
EB
R
AS
KA
O
M
AH
A D
IS
TR
IC
T
C
AP
IT
O
L
AV
E.
O
M
AH
A, N
E
M . B
IE
G
ER
T
M . B
IE
G
ER
T
B.
G
O R
U P
B.
G
O R
U P
/1
5/
W
F2
4B
PH
AS
E
I - R
O O
F R
EP
LA
C
EM
EN
T
O D
_R
F_
AR
C H
.rv t
1/8" = 1'-0"B1 SOUTH ELEVATION
1/8" = 1'-0"J2 NORTH ELEVATION
8'0 4' 16'
KEYNOTES
MARK DESCRIPTION
1 NEW ROOF ASSEMBLY - TYP.
2 NEW DOWNSPOUTS AND DOWNSPOUT EXTENSION
3 NEW RAKE EDGE TRIM / FASCIA
AM
G
EN
ER
A L R
EV
IS
IO
N
S
-3 0-
GENERAL NOTES
1. THE EXISTING BUILDING STRUCTURE WILL BE USED TO PROVIDE THE REQUIRED ROOF SLOPE
AND IS APPROXIMATELY 1:12. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS.
01_LEVEL_FF
0' - 0"
MEZZANINE
11' - 4"
T.O. ROOF
22' - 0"
T.O. CMU
13' - 10"
234567891011121314 1
1 3 3 2
PLUMBING
VENT
PLUMBING
VENT
HEATER
FLUE HEATER
FLUE
HEATER
FLUE
BUILDING
LIGHTS
BUILDING
LIGHTS
BUILDING
LIGHTS
EXHAUST
FAN, CURB
AND
CRICKET
BUILDING
NUMBER
SIGN
01_LEVEL_FF
0' - 0"
MEZZANINE
11' - 4"
T.O. ROOF
22' - 0"
T.O. CMU
13' - 10"
2 3 4 5 6 7 8 9 10 11 12 13 141
1 1
3 3
EXHAUST
FAN, CURB
AND
CRICKET
EXHAUST
FAN, CURB
AND
CRICKET
HEATER
FLUE
HEATER
FLUE
HEATER
FLUE
HEATER
FLUE
BUILDING
LIGHTSBUILDING
NUMBER
SIGN
BUILDING
LIGHTS
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
FI
LE
N
AM
E.
AD
VE
R
TI
SE
M
EN
T
FI
LE
N U
M
BE
R
A-202
C O
M
PO
SI
TE
E
AS
T
AN
D W
ES
T
EL
EV
AT
IO
N S
M
IS
SO
U
R I R
IV
ER
P R
O
JE
C T
O
FF
IC
E, N
EB
R
AS
KA
O
M
AH
A D
IS
TR
IC
T
C
AP
IT
O
L
AV
E.
O
M
AH
A, N
E
M . B
IE
G
ER
T
M . B
IE
G
ER
T
B.
G
O R
U P
B.
G
O R
U P
/1
5/
W
F2
4B
PH
AS
E
I - R
O O
F R
EP
LA
C
EM
EN
T
O D
_R
F_
AR
C H
.rv t
1/16" = 1'-0"J1 COMPOSITE EAST ELEVATION
1/16" = 1'-0"D1 COMPOSITE WEST ELEVATION
32'8'0 16'
KEYNOTES
MARK DESCRIPTION
1 NEW ROOF ASSEMBLY - TYP.
2 NEW GUTTER TO MATCH EXISTING DOWNSPOUTS AND DOWNSPOUT EXTENSIONS
EXISTING TOPS OF METAL WALL PANELS @ ROOF EAVE TO ADD NEW FLASHINGS AND
INCLUDE SHEET METAL TO SEAL ALL OPENINGS AND VOIDS TO MITIGATE INTRUSION
OF BIRDS AND INSECTS - TYP. ALL LOCATIONS
AM
G
EN
ER
A L R
EV
IS
IO
N
S
-3 0-
RIDGE CAP - COLOR TO MATCH
EXISTING
STANDING SEAM METAL
ROOF ASSEMBLY - COLOR
TO MATCH EXISTING - TYP.
CONT. FIBERGLASS BLANKET
INSULATION (TOP LAYER = R-13,
BOTTOM LAYER = R-25) - TYP.
EXISTING STEEL PURLIN
TO REMAIN - TYP.
CONTINUOUS VAPOR
RETARDER MEMBRANE/
LINER FABRIC AND SUPPORT
STRAP ASSEMBLY
EXISTING RIGID STEEL
STRUCUTRAL FRAME TO
REMAIN - TYP.
CONTINUOUS LINER
SUPPORT STRAPS AS
STANDARD W/ THE MFR
LIGHTNING PROTECTION
AIR TERMINAL W/ ADHESIVE
OR SEAM CLAMPING BASE
(DO NOT PENETRATE
ROOF) - SEE ELEC
CONT. SUB-FLASHING
W/CONT. SEALANT AT LAPS
AS STD. W/ MFR.
PANEL Z CLOSURE W/ CONT.
SEALANT AS STD W/ MFR.
NEOPRENE GASKET UNDER
EACH FASTENER HEAD
BASE COLOR TO MATCH
ROOF COLOR
THERMAL SPACER BLOCK @
CLIPS - TYP.
NEW METAL FASCIA - MATCH
PROFILE OF EXISTING
REMOVED FASCIA
EXISTING GIRT TO
REMAIN - TYP.
EXISTING INSULATED
METAL PANEL TO
REMAIN
EXISTING STEEL RIGID
FRAME- TO REMAIN
NEW STANDING SEAM METAL
ROOF ASSEMBLY - COLOR TO
MATCH EXISTING
NEW CONT. FIBERGLASS
BLANKET INSULATION (TOP
LAYER = R-13, BOTTOM LAYER =
R-25) - TYP.
NEW CONTINUOUS VAPOR
RETARDER MEMBRANE/LINER
FABRIC - CONTINUOUSLY SEAL AT ALL
PENETRATIONS AND AT PERIMETER
EXISTING METAL FLASHING. AFTER
REMOVAL OF EXISTING RAKE AND TRIM,
VERIFY CONDITION OF EXISTING FLASHING.
WHEN REMOVING EXISTING RAKE TRIM,
GUTTER, GUTTER FLASHINGS,AND
ASSOCIATED EAVE AND RAKE FLASHINGS
AND TRIM, INSPECT AND ASSESS THE
CONDITION AT THE TOP OF THE METAL WALL
PANELS. REPAIR ALL GAPS AND HOLES AT
AND BEHIND METAL WALL PANEL AND THE
RAKE FLASHINGS AT TOP OF ALL WALLS.
REPAIR HOLES AND GAPS WITH NEW CONT.
METAL FLASHINGS TO PREVENT BIRDS AND
INSECTS FROM ENTERING THE BUILDING -
TYP.
EXISTING ROOF PURLINS
TO REMAIN - TYP.
T.O. CMU
13' - 10"
NEW METAL GUTTERS - SIZE AND COLOR TO MATCH EXISTING
EXISTING STEEL GIRT
EXISTING INSULATED
METAL PANELS
EXISTING PANEL LINTEL,
BOLTED TO STEEL CHANNEL
AFTER EXISTING METAL GUTTER ,GUTTER FLASHINGS,
AND ASSOCIATED EAVE FLASHINGS AND TRIM ARE REMOVED,
INSPECT AND ASSESS THE CONDITION AT THE TOP OF THE METAL
WALL PANELS. REPAIR ALL GAPS AND HOLES AT, BEHIND,
AND ON TOP OF METAL WALL PANELS AND THE
EAVE FLASHINGS AT TOP OF ALL WALLS (ESPECIALLY ABOVE
CONCRETE MASONRY UNITS AT EAVE). REPAIR HOLES AND
GAPS WITH NEW CONT. METAL FLASHINGS TO PREVENT BIRDS
AND INSECTS FROM ENTERNG THE BUILDING - TYP.
EXISTING STEEL ROOF PURLIN
NEW CONT. FIBERGLASS BLANKET
INSULATION (TOP LAYER = R-13,
BOTTOM LAYER = R-25) - TYP.
NEW CONTINUOUS VAPOR
RETARDER MEMBRANE/LINER FABRIC -
CONTINUOUSLY SEAL ALL
PENETRATIONS AND AT PERIMETER -
TYP.
NEW STANDING SEAM METAL ROOF
ASSEMBLY - COLOR TO MATCH EXISTING
EXISTING STEEL LINTEL
AND ANGLES
NEW THERMAL SPACER BLOCKS @ CLIPS - TYP.
NEW STEEL DOWNSPOUT TO MATCH EXISTING
AND NOT LESS THAN 4" X 5"
PLUMBING VENT OR INFARED
HEATER FLUE PIPE
STAINLESS STEEL FIELD FABRICATED
STORM COLLAR HOOD
STAINLESS STEEL
CLAMPING RING
CONT. FIBERGLASS BLANKET
INSULATION (TOP LAYER = R-13,
BOTTOM LAYER = R-25) - TYP.
FLEXIBLE EPDM PIPE
FLASHING BOOT OR METAL
FL BOOT ONLY AT HOT
SURFACES
METAL TRAY TURN
DOWN OVER RIBS AT
LOW END AND INTEGRAL
FLANGED SLEEVE
CONT. VAPOR RETARDER
MEMBRANE/ LINER FABRIC
STANDING SEAM MTL ROOF
ASSEMBLY - COLOR TO MATCH
EXISTING - TYP.
EXISTING RIGID FRAME
STEEL STRUCTURE
BASE DIA. VARIES W/PIPE DIA.
CONTINUOUS LINER
SUPPORT STRAPS AS
STD. W/ THE MFR.
FLASHING EXTENDS 2'-0"
IN ALL DIRECTIONS -
TYP.
W /P
IP
E
D
IA
VA
R
IE
S
1/ 2"
M
IN
RADIATION SHIELD
AT HOT FLUE PIPE
LOCATIONS - TYP
EXISTING STEEL ROOF
PURLIN TO REMAIN - TYP.
THERMAL SPACER BLOCK @
CLIPS - TYP.
NEW MECH. EQUIPMENT -
SEE MECH.
FOAM SEALANT TAPE
PREFINISHED 22 GAUGE METAL
COUNTER FLASHING
APPROVED
FASTENERS SECURE
AT 6" O.C.
INSULATED ROOF CURB -
SEE SPECIFICATIONS
CRICKET - TYP AT ALL ROOF CURBS
Z-SHAPED PANEL
CLOSURE W/ CONT
SEALANT AT JOINT
NEW STANDING SEAM
METAL ROOF ASSEMBLY -
COLOR TO MATCH
EXISTING
ROOF OPENING FRAMING
IS EXISTING - ALL CURBS AND EQUIPMENT
SIZES BASED ON EXISTING OPENINGS
3" MIN. CLOSED-CELL SPF INSUL AROUND
DECK PENETRATION
" M
IN
NEW STANDING SEAM
METAL ROOF ASSEMBLY -
COLOR TO MATCH
EXISTING
NEW THERMAL SPACER BLOCKS @ CLIPS - TYP.
NEW CONT. FIBERGLASS BLANKET
INSULATION (TOP LAYER = R-13,
BOTTOM LAYER = R-25) - TYP.
NEW CONTINUOUS VAPOR
RETARDER MEMBRANE/LINER FABRIC - CONTINUOUSLY SEAL ALL
PENETRATIONS AND AT PERIMETER - TYP.
EXISTING STEEL ROOF PURLIN - TYP.
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
FI
LE
N
AM
E.
AD
VE
R
TI
SE
M
EN
T
FI
LE
N U
M
BE
R
A-510
R O
O F
D
ET
AI
LS
M
IS
SO
U
R I R
IV
ER
P R
O
JE
C T
O
FF
IC
E, N
EB
R
AS
KA
O
M
AH
A D
IS
TR
IC
T
C
AP
IT
O
L
AV
E.
O
M
AH
A, N
E
M . B
IE
G
ER
T
M . B
IE
G
ER
T
B.
G
O R
U P
B.
G
O R
U P
/1
5/
W
F2
4B
PH
AS
E
I - R
O O
F R
EP
LA
C
EM
EN
T
O D
_R
F_
AR
C H
.rv t
1" = 1'-0"J1 RIDGE DETAIL - TYP.
1" = 1'-0"J10 RAKE DETAIL - TYP.
1" = 1'-0"J13 EAVE DETAIL - TYP.
1 1/2" = 1'-0"E1 ROOF DETAIL @ PLUMBING VENT/FLUE PENETRATION - TYP.
AM
G
EN
ER
A L R
EV
IS
IO
N
S
-3 0-
1 1/2" = 1'-0"E11 ROOF CURB DETAIL - TYP.
GENERAL NOTES:
1. UNFASTEN ALL OBSTRUCTIONS FOR PLACEMENT OF THE
CONTINUOUS VAPOR RETARDER MEMBRANE / LINER FABRIC AND SUPPORT
STRAP ASSEMBLY. IMMEDIATELY REFASTEN OBSTRUCTIONS THAT WERE
UNFASTENED FOR INSTALLAION OF THE CONTINUOUS VAPOR RETARDER
MEMBRANE / LINER FABRIC AND SUPPORT STRAP ASSEMBLY UPON
INSTALLATION AND COMPLETION OF THAT WORK.
2. THE CONTRACTOR SHALL PROVIDE A TEMPORARY FALL PROTECTION/
FALL ARREST SYSTEM IN ACCORDANCE WITH OSHA REQUIREMENTS.
3. THE EXISTING BUILDING STRUCTURE WILL BE USED TO PROVIDE THE
REQUIRED ROOF SLOPE AND IS APPROXIMATELY 1:12. CONTRACTOR TO
FIELD VERIFY ALL EXISTING CONDITIONS.
| AD110 - COMPOSITE FLOOR PLAN DEMO |
| AD111 - FLOOR PLAN DEMO AREA A |
| AD112 - FLOOR PLAN DEMO AREA B |
| AD113 - FLOOR PLAN DEMO AREA C |
| AD130 - ROOF PLAN DEMO |
| AD131 - ROOF DETAILS DEMO |
| A-111 - FIRST FLOOR PLAN AREA A |
| A-112 - FIRST FLOOR PLAN AREA B |
| A-113 - FIRST FLOOR PLAN AREA C |
| A-121 - MEZZANINE PLAN AREA A |
| A-122 - MEZZANINE PLAN AREA B |
| A-123 - MEZZANINE PLAN AREA C |
| A-130 - ROOF PLAN |
| A-201 - NORTH AND SOUTH ELEVATIONS |
| A-202 - COMPOSITE EAST AND WEST ELEVATIONS |
| A-510 - ROOF DETAILS |
File details come from the government source that posted it. Updated .