ATTACHMENT 3 - 100 Percent Submittal Drawings 653-23-100.pdf
PDF 45 MB Posted
- Attached to
- Y1NA--CON | NRM 653-23-100 | Remove Replace Underground Fuel Tanks Federal contract opportunity
- Solicitation number
- 36C26026R0076
About this file
This is a 100 Percent Submittal Drawings package for a federal construction project to remove and replace underground fuel storage tanks (USTs) at the Roseburg Veterans Affairs Medical Center in Oregon. The project (653-23-100) involves the demolition of existing underground storage tanks and the installation of new above-ground storage tanks (ASTs) across three primary work areas: Building 7 (containing a 12,000-gallon diesel tank to be relocated to the Fuel Farm and a new 2,500-gallon diesel tank), the Fuel Farm (featuring new 20,000-gallon and 2,500-gallon tanks for fuel oil and gasoline), and Building 61 (containing a new 1,000-gallon diesel tank). The project scope encompasses approximately 1,828 square feet and includes comprehensive mechanical, electrical, civil, structural, and architectural systems detailed across 63 drawing sheets.
The construction documents establish detailed requirements for temporary fuel supply phasing to maintain facility operations throughout the project duration, with four sequential phases spanning temporary tank installations, permanent AST construction, underground tank demolition, and removal of temporary systems. Key design standards include UL2085-rated tanks, Class I Division I/II electrical area classifications for fuel dispensing zones, secondary containment systems with leak detection, dual-level monitoring sensors, overfill protection devices, and integration with a centralized fuel management system. The design team includes Spees Design Build (architect/engineer of record), Reid Middleton (civil and structural), Riverfront Safety & Health LC (environmental), and KPFF (blast design), with all work conforming to applicable codes including NFPA 30, IFC, IBC 2021, and VA standards. The project accommodates multiple fuel types (diesel, fuel oil, gasoline, and E85) with associated dispensing equipment and incorporates comprehensive instrumentation, monitoring, communications infrastructure, and security systems throughout.
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Text version
PROPERTY
BOUNDARY
PROPERTY
BOUNDARY
PROPERTY
BOUNDARY
PROPERTY
BOUNDARY
PROPERTY
BOUNDARY
PROPERTY
BOUNDARY
T
T
T
P
P
P
P
P
P
PP
W
M A
IL
M A
IL
P
P
P
P P
W
P
P
P
P
VB
CT.
T15
T19
T18
T20
HORSE
SHOE PIT
AREA
PICNIC
TABLE AREA
VETERANS WAY
ROSE
GARDEN
T8
T7
T6
CITY
FIRE
STATION
TRANSITIONAL
HOUSING
VETERAN
S W
AY
V E
T E
R A
N S
W A
Y
W E
S T
L O
O P
R D
W E S T L
O O
P R
D
LOT A
(N. PRKG LOT)
LOT B
(S. PRKG LOT)
T14
T13
CENTENNIA
L D
RIV
E
V E
T E
R A
N S
W A
Y
PARKING LOT B
EXPANSION
(UNDER CONSTRUCTION)
GREEN
HOUSE
GARDEN VALLEY BLVD.
M
ISC.VAULT
VAU LT
VAU
LT
VAU
LT
VAU
LT
VA
UL
T
STOP
VAULT
VAULT
V A U L T
VA
U
LT
ST
WATER VAULT
ARCHITECT
SPEES DESIGN BUILD
23830 PACIFIC HIGHWAY S.
SUITE 300
KENT, WA 98032
PHONE: (206) 590-2118
DESIGN TEAM
STRUCTURAL
ELECTRICAL
ENVIRON
PLUMBING
MECHANICAL
SPEES DESIGN BUILD
SPEES DESIGN BUILD
SPEES DESIGN BUILD
RIVERFRONT SAFETY &
HEALTH, LC
REID MIDDLETON
728 134TH ST SW, STE 200
EVERETT, WA 98024
PHONE: (425) 741-3800
23830 PACIFIC HIGHWAY S.
SUITE 300
KENT, WA 98032
PHONE: (206) 590-2118
11140 SOUTH TOWNE
SQUARE, STE 100
ST. LOUIS, MO 63123
PHONE: (314) 917-0148
23830 PACIFIC HIGHWAY S.
SUITE 300
KENT, WA 98032
PHONE: (206) 590-2118
CIVIL
REID MIDDLETON
728 134TH ST SW, STE 200
EVERETT, WA 98024
PHONE: (425) 741-3800
23830 PACIFIC HIGHWAY S.
SUITE 300
KENT, WA 98032
PHONE: (206) 590-2118
BLAST
KPFF
1601 5th AVE STE 1600
SEATTLE, WA 98101
PHONE: (206) 622-5822
PROJECT INFORMATION
STATE:
COUNTY:
OWNER:
GENERAL INFORMATION PROJECT DESCRIPTION
BUILDING 2:
• REMOVE AND DECOMISSION 1000-GAL
FUEL TANK
• REPLACE WITH 1000-GAL ABOVE
GROUND FUEL TANK
BUILDING 7:
• MOVE EXISTING 12,000-GAL FUEL TANK
TO FUEL FARM TO BE USED AS FUEL OIL
FOR BOILERS
• PURCHASE AND INSTALL NEW 2,500-GAL
ABOVE-GROUND FUEL TANK FOR
BUILDING 7 GENERATOR
FUEL FARM:
• REMOVE AND DECOMISSION
UNDERGROUND STORAGE TANKS
• MOVE 12,000-GAL TANK FROM BLDG 7 TO
FUEL FARM
• ADD NEW 20,00-GAL TANK FOR FUEL OIL
AND 2,500-GAL GASOLINE TANK
FUEL TANKS:
• ALL NEW TANKS ARE TO BE RATED
UL2085
APPROX SQUARE FEET IN SCOPE
1,828 SF
OREGON
DOUGLAS
ROSEBURG VA MEDICAL CENTER
GOV, VETERANS AFFAIRS
CODE ANALYSIS
SEE FIRE LIFE SAFETY SHEET(S)
GENERAL NOTES
1. DO NOT SCALE DRAWINGS.
NEW FUEL FARM
NEW BLDG 61 FUEL ENCLOSURE
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
FULLY SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD
A/E:
STAMPCONSULTANT
321 4 5 6 7 8 9 10
ENGINEERING DISCIPLINE:
G-001
COVER SHEET
MK AML
CONSTRUCTION
DOCUMENTS
12/31/2025
653-23-100
913 NW GARDEN VALLEY BLVD. ROSEBURG, OR 97471
REMOVE & REPLACE
UNDERGROUND FUEL TANKS -
ROSEBURGSPEES DESIGN BUILD
23830 PACIFIC HIGHWAY S. SUITE 300
KENT, WA 98032
REMOVE AND REPLACE UNDERGROUND FUEL TANKS
913 NW GARDEN VALLEY BLVD. ROSEBURG, OR 97471
PROJECT #: 653-23-100
DRAWING INDEX
PAGE # SHEET # SHEET NAME
GENERAL
01 OF 60 G-001 COVER SHEET
CIVIL
02 OF 60 C-001 LEGEND AND ABBREVIATIONS
03 OF 60 V-100 EXISTING CONDITIONS
04 OF 60 V-101 EXISTING CONDITIONS
05 OF 60 CD100 DEMOLITION PLAN
06 OF 60 CD101 DEMOLITION PLAN
07 OF 60 CD102 DEMOLITION PLAN
08 OF 60 C-100 SITE IMPROVEMENT PLAN
09 OF 60 C-101 SITE IMPROVEMENT PLAN
10 OF 60 C-102 SITE IMPROVEMENT PLAN
11 OF 60 C-103 GRADING PLAN
12 OF 60 C-104 GRADING PLAN
13 OF 60 C-105 GRADING PLAN
14 OF 60 C-106 STRIPING PLAN
15 OF 60 C-107 EROSION CONTROL PLAN
16 OF 60 C-108 EROSION CONTROL PLAN
17 OF 60 C-500 CIVIL DETAILS
18 OF 60 C-501 CIVIL DETAILS
STRUCTURAL
19 OF 60 S-001 GENERAL STRUCTURAL NOTES
20 OF 60 S-101 STRUCTURAL FOUNDATION PLAN AND TANK NOTES
21 OF 60 S-501 CONCRETE AND TYPICAL DETAILS
22 OF 60 S-502 MASONRY DETAILS
ARCHITECTURAL
23 OF 60 A-001 ARCH SYMBOLS, ABBREVIATIONS, & GENERAL NOTES
24 OF 60 AS111 FIRE LIFE SAFETY
25 OF 60 AE101 FLOOR PLANS, SCHEDULES, DETAILS
26 OF 60 AE201 EXTERIOR ELEVATIONS - FUEL FARM & BUILDING 61 FUEL TANK
27 OF 60 AE301 BUILDING SECTIONS & DETAILS
MECHANICAL
28 OF 60 M-001 MECHANICAL GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS
29 OF 60 MD101 BUILDING 7 - FUEL FARM AND GENERATOR ROOM PIPING DEMO
30 OF 60 MD102 FUEL FARM - PIPING, VALVE, AND DISPENSER DEMO
31 OF 60 MD103 BUILDING 61 - UNDERGROUND DIESEL STORAGE TANK DEMO
32 OF 60 MP101 BUILDING 7 - FUEL STORAGE TANK AND FUEL PIPING SITE PLAN
33 OF 60 MP102 FUEL FARM - FUEL STORAGE TANK AND PIPING SITE PLAN
34 OF 60 MP103 BUILDING 61 - FUEL STORAGE TANK FUEL PIPING SITE PLAN
35 OF 60 M-601 MECHANICAL SCHEDULES AND DETAILS
36 OF 60 MJ101 BUILDING 61 - TEMPORARY FUEL PLAN - PHASE 1
37 OF 60 MJ102 BUILDING 61 - TEMPORARY FUEL PLAN - PHASE 2
38 OF 60 MJ103 BUILDING 7 - TEMPORARY FUEL PLAN - PHASE 1
39 OF 60 MJ104 BUILDING 7 - TEMPORARY FUEL PLAN - PHASE 2
40 OF 60 MJ105 TEMPORARY FUEL PLAN - PHASE 3
ELECTRICAL
41 OF 60 E-001 ABBREVIATIONS, GENERAL NOTES, AND SHEET INDEX
42 OF 60 E-002 ELECTRICAL LEGENDS
43 OF 60 ED101 BUILDING 7 - LOWER FLOOR ELECTRICAL PLAN - DEMOLITION
44 OF 60 ED102 BUILDING 7 - UPPER FLOOR ELECTRICAL PLAN - DEMOLITION
45 OF 60 ED103 UNDERGROUND 1000-GAL FUEL TANK - ELECTRICAL PLAN - DEMOLITION
46 OF 60 ED104 FUEL FARM - ELECTRICAL PLAN - DEMOLITION
47 OF 60 EP101 BUILDING 7 - LOWER FLOOR ELECTRICAL PLAN - REVISED
48 OF 60 EP102 BUILDING 7 - UPPER FLOOR ELECTRICAL PLAN - REVISED
49 OF 60 EP103 ABOVEGROUND 1000-GAL FUEL TANK - ELECTRICAL PLAN -REVISED
50 OF 60 EL104 FUEL FARM - LIGHTING AND RECEPTACLE PLAN
51 OF 60 EP104 FUEL FARM - ELECTRICAL PLAN - REVISED
52 OF 60 ET104 FUEL FARM - SPECIAL SYSTEMS PLAN
53 OF 60 E-501 ELECTRICAL DETAILS
54 OF 60 E-502 ELECTRICAL DETAILS
55 OF 60 E-503 FUEL STORAGE TANK INSTRUMENTATION DIAGRAMS
56 OF 60 E-601 BLDG 07 AND FUEL FARM - ONE-LINE DIAGRAM
57 OF 60 E-602 BLDG 61 - ONE-LINE DIAGRAM
58 OF 60 E-701 ELECTRICAL SCHEDULES
59 OF 60 E-702 ELECTRICAL SCHEDULES
60 OF 60 E-703 ELECTRICAL SCHEDULES
NOT TO SCALE
FACILITY SITE PLAN
TRUE
NORTH
Revisions: Date:
12/18/2025
PAGE # SHEET # SHEET NAME
GENERAL
01 OF 63 G-001 COVER SHEET
CIVIL
02 OF 63 C-001 LEGEND AND ABBREVIATIONS
3 OF 63 V-100 EXISTING CONDITIONS
4 OF 63 V-101 EXISTING CONDITIONS
5 OF 63 CD100 DEMOLITION PLAN
6 OF 63 CD101 DEMOLITION PLAN
7 OF 63 CD102 DEMOLITION PLAN
8 OF 63 C-100 SITE IMPROVEMENT PLAN
9 OF 63 C-101 SITE IMPROVEMENT PLAN
10 OF 63 C-102 SITE IMPROVEMENT PLAN
11 OF 63 C-103 GRADING PLAN
12 OF 63 C-104 GRADING PLAN
13 OF 63 C-105 GRADING PLAN
14 OF 63 C-106 STRIPING PLAN
15 OF 63 C-107 EROSION CONTROL PLAN
16 OF 63 C-108 EROSION CONTROL PLAN
17 OF 63 C-500 CIVIL DETAILS
18 OF 63 C-501 CIVIL DETAILS
STRUCTURAL
19 OF 63 S-001 GENERAL STRUCTURAL NOTES
20 OF 63 S-101 STRUCTURAL FOUNDATION PLAN AND TANK NOTES
21 OF 63 S-501 CONCRETE AND TYPICAL DETAILS
22 OF 63 S-502 MASONRY DETAILS
ARCHITECTURAL
23 OF 63 A-001 ARCH SYMBOLS, ABBREVIATIONS, & GENERAL NOTES
24 OF 63 AS111 FIRE LIFE SAFETY
25 OF 63 AE101 FLOOR PLANS, SCHEDULES, DETAILS
26 OF 63 AE201 EXTERIOR ELEVATIONS - FUEL FARM & BUILDING 61 FUEL TANK
27 OF 63 AE301 BUILDING SECTIONS & DETAILS
MECHANICAL
28 OF 63 M-001 MECHANICAL GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS
29 OF 63 MD101 BUILDING 7 - FUEL FARM AND GENERATOR ROOM PIPING DEMO
30 OF 63 MD102 FUEL FARM - PIPING, VALVE, AND DISPENSER DEMO
31 OF 63 MD103 BUILDING 61 - UNDERGROUND DIESEL STORAGE TANK DEMO
32 OF 63 MP101 BUILDING 7 - FUEL STORAGE TANK AND FUEL PIPING SITE PLAN
33 OF 63 MP102 FUEL FARM - FUEL STORAGE TANK AND PIPING SITE PLAN
34 OF 63 MP103 BUILDING 61 - FUEL STORAGE TANK FUEL PIPING SITE PLAN
35 OF 63 M-601 MECHANICAL SCHEDULES AND DETAILS
36 OF 63 MJ101 BUILDING 61 - TEMPORARY FUEL PLAN - PHASE 1
37 OF 63 MJ102 BUILDING 61 - TEMPORARY FUEL PLAN - PHASE 2
38 OF 63 MJ103 BUILDING 7 - TEMPORARY FUEL PLAN - PHASE 1
39 OF 63 MJ104 BUILDING 7 - TEMPORARY FUEL PLAN - PHASE 2
40 OF 63 MJ105 TEMPORARY FUEL PLAN - PHASE 3
41 OF 63 MJ106 BUILDING 7 - TEMPORARY FUEL PLAN - PHASE 4
ELECTRICAL
42 OF 63 E-001 ABBREVIATIONS, GENERAL NOTES, AND SHEET INDEX
43 OF 63 E-002 ELECTRICAL LEGENDS
44 OF 63 ES101 ENLARGED SITE PLAN
45 OF 63 ED101 BUILDING 7- LOWER FLOOR ELECTRICAL PLAN – DEMOLITION
46 OF 63 ED102 BUILDING 7- UPPER FLOOR ELECTRICAL PLAN – DEMOLITION
47 OF 63 EP101 BUILDING 7 – LOWER FLOOR ELECTRICAL PLAN- REVISED
48 OF 63 EP102 BUILDING 7 – UPPER FLOOR ELECTRICAL PLAN- REVISED
49 OF 63 ED103 BUILDING 61 – ELECTRICAL PLAN - DEMOLITION
50 OF 63 EP103 BUILDING 61 – ELECTRICAL PLAN - REVISED
51 OF 63 ED104 FUEL FARM – ELECTRICAL PLAN - DEMOLITION
52 OF 63 EL104 FUEL FARM – LIGHTING AND RECEPTACLE PLAN
53 OF 63 EP104 FUEL FARM-ELECTRICAL PLAN – REVISED
54 OF 63 ET104 FUEL FARM – SPECIAL SYSTEMS PLAN
55 OF 63 E-501 ELECTRICAL DETAILS
56 OF 63 E-502 ELECTRICAL DETAILS
57 OF 63 E-503 ELECTRICAL DETAILS
58 OF 63 EP-601 BLDG 07 AND FUEL FARM – ONE-LINE DIAGRAM
59 OF 63 EP-602 BLDG 02 AND 61-ONE-LINE DIAGRAM
60 OF 63 EC-601 FUEL STORAGE TANK INSTRUMENTATION DIAGRAMS
61 OF 63 E-701 ELECTRICAL SCHEDULES
62 OF 63 E-702 ELECTRICAL SCHEDULES
63 OF 63 E-703 ELECTRICAL SCHEDULES+A14:C76C44A1:C76A13:C76A1A4:C76
DRAWING INDEX
V-100
CD102
C-102
C-105
C-109 V-101
CD10
C-10
C-10
C-10
CD10
C-10
C-10
C-10
C-10
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h
/1 5/
1:
:0
AM
100% CONSTRUCTION
DOCUMENTS
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseDESIGNER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
REMOVE AND REPLACE
UNDERGROUND FUEL TANKS -
ROSEBURG
913 NW GARDEN VALLEY BLVD. ROSEBURG, OR 97471
653-23-100
Project Director
12/30/2025 JAG KARevisions: Date:
13220 Evening Creek Drive S., Suite 112 San Diego, California 92128-4103 Ph: 858.668.0707 www.reidmiddleton.com © Copyright 2025 Reid Middleton, Inc. C-001
LEGEND AND
ABBREVIATIONS
SCALE
C1
C501
X
G G
S S
W W
SD SD
E E
COM COM
0.5% 15.00
DETAIL NUMBER
(IDENTIFIED BY
SHEET GRID)
SHEET
NUMBER
1" = 50'-0"
0 50' 100' 150'
SCALE:
TRUE
NORTH
PROJECT
NORTH
Z:
\P ro je ct s\
\0
S pe es
_V A
O R
Ro se bu rg
U nd er gr ou nd
F ue l S to ra ge
T an ks (F
ST
s)
\D ra fti ng
\D es ig n
- C
AD
3\ Sh ee ts
\C -0
-L
GN
D
.d w g, 2/
/2
2:
:2
PM
, d w er la r6
EX. ACCESS DRIVE
BLDG. 7
EX. ACCESS DRIVE
BLDG. T7
BLDG. T8
BLDG. T6
BLDG. 62
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h
/1 5/
1:
:0
AM
100% CONSTRUCTION
DOCUMENTS
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseDESIGNER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
REMOVE AND REPLACE
UNDERGROUND FUEL TANKS -
ROSEBURG
913 NW GARDEN VALLEY BLVD. ROSEBURG, OR 97471
653-23-100
Project Director
12/30/2025 JAG KARevisions: Date:
13220 Evening Creek Drive S., Suite 112 San Diego, California 92128-4103 Ph: 858.668.0707 www.reidmiddleton.com © Copyright 2025 Reid Middleton, Inc. V-100
EXISTING CONDITIONS
PROJECT
NORTHTRUE
NORTH
1" = 10'-0"
0 10' 20' 30'
SCALE:
Z:
\P ro je ct s\
\0
S pe es
_V A
O R
Ro se bu rg
U nd er gr ou nd
F ue l S to ra ge
T an ks (F
ST
s)
\D ra fti ng
\D es ig n
- C
AD
3\ Sh ee ts
\V -1
-E
GC
N
.d w g, 2/
/2
2:
:2
PM
, d w er
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h
/1 5/
1:
:0
AM
100% CONSTRUCTION
DOCUMENTS
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseDESIGNER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
REMOVE AND REPLACE
UNDERGROUND FUEL TANKS -
ROSEBURG
913 NW GARDEN VALLEY BLVD. ROSEBURG, OR 97471
653-23-100
Project Director
12/30/2025 JAG KARevisions: Date:
13220 Evening Creek Drive S., Suite 112 San Diego, California 92128-4103 Ph: 858.668.0707 www.reidmiddleton.com © Copyright 2025 Reid Middleton, Inc. V-101
EXISTING CONDITIONS
PROJECT
NORTH
1" = 5'-0"
0 5' 10' 15'
SCALE:
TRUE
NORTH
Z:
\P ro je ct s\
\0
S pe es
_V A
O R
Ro se bu rg
U nd er gr ou nd
F ue l S to ra ge
T an ks (F
ST
s)
\D ra fti ng
\D es ig n
- C
AD
3\ Sh ee ts
\V -1
-E
GC
N
.d w g, 2/
/2
2:
:3
PM
, d w er
EX. ABOVE
GROUND FUEL
TANK
BLDG. T8
EX. ACCESS DRIVE
EX. PCC CURB
U.O.N. (TYP.)
EX. FUEL FARM TANK SITE
BLDG. T7
BLDG.
EX
,00
0 G
AL.
UST
ABANDONED
IN
PL
ACE
TREE
TREE
TREE
CONCRETE
STEPS CONCRETE
STEPS
CONCRETE
STEPS
PCC
PAVEMENT
CURB BOLLARDS
SAWCUT LINE
SAWCUT LINE
SAWCUT LINE
SAWCUT LINE
ELECTRICAL LINES NOT
CONCRETE ENCASED
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h
/1 5/
1:
:0
AM
100% CONSTRUCTION
DOCUMENTS
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseDESIGNER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
REMOVE AND REPLACE
UNDERGROUND FUEL TANKS -
ROSEBURG
913 NW GARDEN VALLEY BLVD. ROSEBURG, OR 97471
653-23-100
Project Director
12/30/2025 JAG KARevisions: Date:
13220 Evening Creek Drive S., Suite 112 San Diego, California 92128-4103 Ph: 858.668.0707 www.reidmiddleton.com © Copyright 2025 Reid Middleton, Inc. CD100
DEMOLITION PLAN
1" = 5'-0"
0 5' 10' 15'
SCALE:
MATCHLINE ~ SEE SHEET CD-101
ROSEBURG FUEL STORAGE TANKS 12,000, 15,000 & 20,000-GAL - DEMOLITION PLAN
SCALE 1" = 5'
Z:
\P ro je ct s\
\0
S pe es
_V A
O R
Ro se bu rg
U nd er gr ou nd
F ue l S to ra ge
T an ks (F
ST
s)
\D ra fti ng
\D es ig n
- C
AD
3\ Sh ee ts
\C D
0-
D
EM
O .d w g, 2/
/2
2:
:4
PM
, d w er
BLDG. T8
FENCE
STAIRS
STORM DRAIN
FENCE
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h
/1 5/
1:
:0
AM
100% CONSTRUCTION
DOCUMENTS
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseDESIGNER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
REMOVE AND REPLACE
UNDERGROUND FUEL TANKS -
ROSEBURG
913 NW GARDEN VALLEY BLVD. ROSEBURG, OR 97471
653-23-100
Project Director
12/30/2025 JAG KARevisions: Date:
13220 Evening Creek Drive S., Suite 112 San Diego, California 92128-4103 Ph: 858.668.0707 www.reidmiddleton.com © Copyright 2025 Reid Middleton, Inc. CD101
DEMOLITION PLAN
1" = 5'-0"
0 5' 10' 15'
SCALE:
M A
TC
H
LI
N E
S
EE
S
H
EE
T C D
-1
ROSEBURG FUEL STORAGE TANKS 12,000-GAL - DEMOLITION PLAN
SCALE 1" = 5'
Z:
\P ro je ct s\
\0
S pe es
_V A
O R
Ro se bu rg
U nd er gr ou nd
F ue l S to ra ge
T an ks (F
ST
s)
\D ra fti ng
\D es ig n
- C
AD
3\ Sh ee ts
\C D
0-
D
EM
O .d w g, 2/
/2
2:
:4
PM
, d w er
BLDG. 61
BLDG. 2
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h
/1 5/
1:
:0
AM
100% CONSTRUCTION
DOCUMENTS
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseDESIGNER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
REMOVE AND REPLACE
UNDERGROUND FUEL TANKS -
ROSEBURG
913 NW GARDEN VALLEY BLVD. ROSEBURG, OR 97471
653-23-100
Project Director
12/30/2025 JAG KARevisions: Date:
13220 Evening Creek Drive S., Suite 112 San Diego, California 92128-4103 Ph: 858.668.0707 www.reidmiddleton.com © Copyright 2025 Reid Middleton, Inc. CD102
DEMOLITION PLAN
ROSEBURG FUEL STORAGE TANKS - DEMOLITION PLAN
SCALE 1" = 5'
1" = 5'-0"
0 5' 10' 15'
SCALE:
Z:
\P ro je ct s\
\0
S pe es
_V A
O R
Ro se bu rg
U nd er gr ou nd
F ue l S to ra ge
T an ks (F
ST
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Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
A
B
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D
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21 4 5 6 7 8 9 10
PhaseDESIGNER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
REMOVE AND REPLACE
UNDERGROUND FUEL TANKS -
ROSEBURG
913 NW GARDEN VALLEY BLVD. ROSEBURG, OR 97471
653-23-100
Project Director
12/30/2025 JAG KARevisions: Date:
13220 Evening Creek Drive S., Suite 112 San Diego, California 92128-4103 Ph: 858.668.0707 www.reidmiddleton.com © Copyright 2025 Reid Middleton, Inc. C-100
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Drawing Title
Approved:
VA FORM 08 - 6231
Fi le
P at h
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100% CONSTRUCTION
DOCUMENTS
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseDESIGNER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
REMOVE AND REPLACE
UNDERGROUND FUEL TANKS -
ROSEBURG
913 NW GARDEN VALLEY BLVD. ROSEBURG, OR 97471
653-23-100
Project Director
12/30/2025 JAG KARevisions: Date:
13220 Evening Creek Drive S., Suite 112 San Diego, California 92128-4103 Ph: 858.668.0707 www.reidmiddleton.com © Copyright 2025 Reid Middleton, Inc. C-101
SITE IMPROVEMENT PLAN
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VA FORM 08 - 6231
Fi le
P at h
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100% CONSTRUCTION
DOCUMENTS
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseDESIGNER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
REMOVE AND REPLACE
UNDERGROUND FUEL TANKS -
ROSEBURG
913 NW GARDEN VALLEY BLVD. ROSEBURG, OR 97471
653-23-100
Project Director
12/30/2025 JAG KARevisions: Date:
13220 Evening Creek Drive S., Suite 112 San Diego, California 92128-4103 Ph: 858.668.0707 www.reidmiddleton.com © Copyright 2025 Reid Middleton, Inc. C-102
SITE IMPROVEMENT PLAN
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VA FORM 08 - 6231
Fi le
P at h
/1 5/
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AM
100% CONSTRUCTION
DOCUMENTS
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseDESIGNER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
REMOVE AND REPLACE
UNDERGROUND FUEL TANKS -
ROSEBURG
913 NW GARDEN VALLEY BLVD. ROSEBURG, OR 97471
653-23-100
Project Director
12/30/2025 JAG KARevisions: Date:
13220 Evening Creek Drive S., Suite 112 San Diego, California 92128-4103 Ph: 858.668.0707 www.reidmiddleton.com © Copyright 2025 Reid Middleton, Inc. C-103
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Approved:
VA FORM 08 - 6231
Fi le
P at h
/1 5/
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AM
100% CONSTRUCTION
DOCUMENTS
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseDESIGNER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
REMOVE AND REPLACE
UNDERGROUND FUEL TANKS -
ROSEBURG
913 NW GARDEN VALLEY BLVD. ROSEBURG, OR 97471
653-23-100
Project Director
12/30/2025 JAG KARevisions: Date:
13220 Evening Creek Drive S., Suite 112 San Diego, California 92128-4103 Ph: 858.668.0707 www.reidmiddleton.com © Copyright 2025 Reid Middleton, Inc. C-104
GRADING PLAN
PROJECT
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VA FORM 08 - 6231
Fi le
P at h
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100% CONSTRUCTION
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Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseDESIGNER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
REMOVE AND REPLACE
UNDERGROUND FUEL TANKS -
ROSEBURG
913 NW GARDEN VALLEY BLVD. ROSEBURG, OR 97471
653-23-100
Project Director
12/30/2025 JAG KARevisions: Date:
13220 Evening Creek Drive S., Suite 112 San Diego, California 92128-4103 Ph: 858.668.0707 www.reidmiddleton.com © Copyright 2025 Reid Middleton, Inc. C-105
GRADING PLAN
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Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h
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100% CONSTRUCTION
DOCUMENTS
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseDESIGNER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
REMOVE AND REPLACE
UNDERGROUND FUEL TANKS -
ROSEBURG
913 NW GARDEN VALLEY BLVD. ROSEBURG, OR 97471
653-23-100
Project Director
12/30/2025 JAG KARevisions: Date:
13220 Evening Creek Drive S., Suite 112 San Diego, California 92128-4103 Ph: 858.668.0707 www.reidmiddleton.com © Copyright 2025 Reid Middleton, Inc. C-106
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Location
Issue Date Checked Drawn
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Approved:
VA FORM 08 - 6231
Fi le
P at h
/1 5/
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AM
100% CONSTRUCTION
DOCUMENTS
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseDESIGNER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
REMOVE AND REPLACE
UNDERGROUND FUEL TANKS -
ROSEBURG
913 NW GARDEN VALLEY BLVD. ROSEBURG, OR 97471
653-23-100
Project Director
12/30/2025 JAG KARevisions: Date:
13220 Evening Creek Drive S., Suite 112 San Diego, California 92128-4103 Ph: 858.668.0707 www.reidmiddleton.com © Copyright 2025 Reid Middleton, Inc. C-107
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Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
Fi le
P at h
/1 5/
1:
:0
AM
100% CONSTRUCTION
DOCUMENTS
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseDESIGNER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
REMOVE AND REPLACE
UNDERGROUND FUEL TANKS -
ROSEBURG
913 NW GARDEN VALLEY BLVD. ROSEBURG, OR 97471
653-23-100
Project Director
12/30/2025 JAG KARevisions: Date:
13220 Evening Creek Drive S., Suite 112 San Diego, California 92128-4103 Ph: 858.668.0707 www.reidmiddleton.com © Copyright 2025 Reid Middleton, Inc. C-108
EROSION CONTROL PLAN
PROJECT
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VA FORM 08 - 6231
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Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseDESIGNER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
REMOVE AND REPLACE
UNDERGROUND FUEL TANKS -
ROSEBURG
913 NW GARDEN VALLEY BLVD. ROSEBURG, OR 97471
653-23-100
Project Director
12/30/2025 JAG KARevisions: Date:
13220 Evening Creek Drive S., Suite 112 San Diego, California 92128-4103 Ph: 858.668.0707 www.reidmiddleton.com © Copyright 2025 Reid Middleton, Inc. C-500
CIVIL DETAILS
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VA FORM 08 - 6231
A
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Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseDESIGNER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
REMOVE AND REPLACE
UNDERGROUND FUEL TANKS -
ROSEBURG
913 NW GARDEN VALLEY BLVD. ROSEBURG, OR 97471
653-23-100
Project Director
12/30/2025 JAG KARevisions: Date:
13220 Evening Creek Drive S., Suite 112 San Diego, California 92128-4103 Ph: 858.668.0707 www.reidmiddleton.com © Copyright 2025 Reid Middleton, Inc. C-501
CIVIL DETAILS
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DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. TYPICAL DETAILS AND NOTES SHOWN ON THESE DRAWINGS ARE PART OF THE CONSTRUCTION CONTRACT AND MUST BE PROVIDED BY THE CONTRACTOR. TYPICAL DETAILS MAY NOT NECESSARILY BE INDICATED ON THE PLANS BUT MUST APPLY AS SHOWN OR DESCRIBED IN THE DETAILS AND NOTES.
WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR
DETAILS OF CONSTRUCTION MUST BE USED.
STRUCTURAL DRAWINGS MUST BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS AND ALL OTHER CONTRACT DOCUMENTS FOR BIDDING AND CONSTRUCTION. CONTRACTOR MUST VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND MUST NOTIFY THE ARCHITECT AND STRUCTURAL ENGINEER OF ALL DISCREPANCIES PRIOR TO
CONSTRUCTION.
DISCREPANCIES: IN CASE OF DISCREPANCIES BETWEEN DRAWINGS, SPECIFICATIONS, REFERENCE STANDARDS, OR GOVERNING CODE, THE MORE STRINGENT REQUIREMENTS MUST GOVERN. CONTRACTOR MUST NOTIFY THE STRUCTURAL ENGINEER OF DISCREPANCIES AND OBTAIN DIRECTION PRIOR TO PROCEEDING. NOTES ON INDIVIDUAL STRUCTURAL DRAWINGS MUST TAKE PRIORITY OVER GENERAL STRUCTURAL NOTES. DIMENSIONS NOTED IN THE DRAWINGS MUST BE FOLLOWED, EXCEPT WHERE EXISTING CONDITIONS MUST BE VERIFIED BY THE CONTRACTOR. DO NOT SCALE DRAWINGS.
SPECIFICATIONS: REFER TO SPECIFICATIONS FOR INFORMATION IN ADDITION TO THESE NOTES AND DRAWINGS.
ARCHITECTURAL: REFER TO ARCHITECTURAL DRAWINGS FOR ELEVATIONS, SLOPES, DEPRESSIONS, NON-BEARING WALLS, FASCIA, ELEVATORS, STAIRS, CURBS, DRAINS, RAILINGS, WATERPROOFING, FINISHES, ETC.
CONTRACTOR-INITIATED CHANGES MUST BE SUBMITTED IN WRITING TO THE ARCHITECT AND TO THE STRUCTURAL ENGINEER FOR APPROVAL AT LEAST 10 WORKING DAYS PRIOR TO FABRICATION AND CONSTRUCTION. CHANGES SHOWN ON SHOP
DRAWINGS OR SUBMITTALS ONLY WILL NOT SATISFY THIS REQUIREMENT.
CONTRACTOR RESPONSIBILITIES: STRUCTURAL DRAWINGS REPRESENT THE DESIGN OF THE STRUCTURE IN COMPLETED FORM. CONTRACTOR MUST BE RESPONSIBLE FOR METHODS, SEQUENCES, AND SAFETY PRECAUTIONS REQUIRED TO PERFORM WORK. CONTRACTOR MUST DESIGN AND PROVIDE TEMPORARY SHORING AND BRACING OF ALL STRUCTURAL MEMBERS, EXISTING CONSTRUCTION, AND SOIL EXCAVATION AS REQUIRED. SHORING AND BRACING MUST NOT BE REMOVED UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE DRAWINGS, AND MATERIALS HAVE
ACHIEVED DESIGN STRENGTH.
EXISTING CONDITIONS: CONTRACTOR MUST VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. EXISTING CONDITIONS SHOWN ON DRAWINGS ARE BASED EITHER ON SITE OBSERVATIONS, ORIGINAL DRAWINGS, OR WERE ASSUMED BASED ON EXPECTED CONDITIONS. IF EXISTING CONDITIONS DO NOT CLOSELY MATCH CONDITIONS SHOWN ON DRAWINGS, OR IF EXISTING MATERIALS ARE OF QUESTIONABLE OR SUBSTANDARD QUALITY, NOTIFY THE ARCHITECT AND STRUCTURAL ENGINEER PRIOR TO COMMENCING ANY WORK.
STRUCTURAL OBSERVATIONS: SEE SPECIFICATIONS FOR STRUCTURAL OBSERVATION REQUIREMENTS.
SPECIAL INSPECTIONS: SEE SPECIFICATIONS FOR SPECIAL INSPECTION REQUIREMENTS.
MIXING WATER: WATER USED FOR MIXING CONCRETE MUST CONFORM TO ASTM C1602.
ADMIXTURES: ALL CONCRETE, INCLUDING SLABS ON GRADE, MUST HAVE A WATER-REDUCING ADMIXTURE COMPLYING WITH ASTM C494 ADDED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. CALCIUM CHLORIDE OR OTHER CHLORIDE
ADMIXTURES MUST NOT BE USED.
AIR CONTENT: CONCRETE IDENTIFIED ABOVE AS BEING ASSIGNED F1, F2, OR F3 EXPOSURE CLASSIFICATION MUST CONTAIN AN AIR-ENTRAINING AGENT COMPLYING WITH ASTM C260. THE AMOUNT OF ENTRAINED AIR MUST BE IN ACCORDANCE WITH ACI 318-19 TABLE 19.3.3.1. TESTS FOR AIR CONTENT MUST BE MADE AT THE DISCHARGE END OF THE TRUCK'S PLACING HOSE IN
ACCORDANCE WITH ASTM C173.
WATER/CEMENT RATIO: MUST BE MEASURED BY WEIGHT AND BE BASED ON TOTAL CEMENTITIOUS MATERIAL, INCLUDING
CEMENT AND POZZOLANS SUCH AS FLY ASH AND SILICA FUME.
MAXIMUM AGGREGATE SIZE: MUST BE 1 1/2”, BUT NOT MORE THAN 3/4 TIMES THE CLEAR DISTANCE BETWEEN REINFORCING BARS NOR 1/5 TIMES THE NARROWEST DIMENSION BETWEEN SIDES OF FORMS. MAXIMUM AGGREGATE SIZE FOR SLABS ON
GRADE MUST BE 1/3 TIMES THE SLAB THICKNESS.
SLUMP: REQUIRED FOR PROPER PLACEMENT MUST BE DETERMINED BY CONTRACTOR AND SUPPLIER. CONTRACTOR MUST INCLUDE SLUMP REQUIRED FOR PROPER PLACEMENT IN THE MIX DESIGN SUBMITTALS. FIELD MEASURED SLUMP MUST
CONFORM TO SUBMITTED CONCRETE MIX DESIGN. SLUMP MUST CONFORM TO ASTM C94.
MINERAL FILLERS: MUST CONFORM TO ASTM C1797. MINERAL FILLERS DERIVED FROM CARBONATE ARE PROHIBITED FOR
MEMBERS ASSIGNED TO EXPOSURE CLASS S1, S2, OR S3.
CIVIL AND SITE COMPONENTS: CONCRETE MIXES FOR CURBS, GUTTERS, SIDEWALKS, EXTERIOR DRIVEWAYS AND OTHER CONCRETE ITEMS OUTSIDE OF THE BUILDING ENVELOPE MUST MEET THE REQUIREMENTS OF SITE PLANS AND SPECIFICATIONS, UNLESS NOTED OTHERWISE. WHERE SITE COMPONENT CONCRETE MATERIALS ARE NOT SPECIFICALLY NOTED, THE ABOVE REQUIREMENTS FOR “CONCRETE EXPOSED TO SALT AND/OR DE-ICING CHEMICALS” MUST GOVERN.
CONSTRUCTION JOINTS: IN WALLS MUST BE KEYED IN ACCORDANCE WITH TYPICAL CONSTRUCTION JOINT DETAILS SHOWN ON DRAWINGS OR, AT CONTRACTOR'S OPTION, MUST BE AN INTENTIONALLY ROUGHENED CONSTRUCTION JOINT DEFINED BY THE
FOLLOWING:
1. SURFACE OF JOINT MUST BE SAND BLASTED OR ROUGHENED WITH A CHIPPING HAMMER TO EXPOSE AGGREGATE
2. EMBEDDED IN PREVIOUS POUR
3. EXPOSED AGGREGATE MUST PROTRUDE 1/4” MINIMUM
4. JOINT SURFACE MUST BE CLEANED AND LAITANCE REMOVED
5. JOINT MUST BE WETTED AND STANDING WATER REMOVED IMMEDIATELY BEFORE NEW CONCRETE IS PLACED
SUBMIT CONSTRUCTION JOINT LAYOUT PLAN TO THE STRUCTURAL ENGINEER FOR REVIEW PRIOR TO PLACING CONCRETE.
COORDINATION: SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS AND DIMENSIONS OF DOOR AND WINDOW OPENINGS IN CONCRETE WALLS. SEE MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF MISCELLANEOUS MECHANICAL OPENINGS THROUGH CONCRETE CONSTRUCTION. SEE ARCHITECTURAL DRAWINGS FOR ALL GROOVES, NOTCHES, CHAMFERS, FEATURE
STRIPS, COLOR, TEXTURE, AND OTHER FINISH DETAILS AT EXPOSED CONCRETE SURFACES.
REFERENCE STANDARDS: CONCRETE REINFORCEMENT MUST CONFORM TO ALL REQUIREMENTS OF THE FOLLOWING CODES, SPECIFICATIONS, AND STANDARDS, EXCEPT AS MODIFIED BELOW:
ACI 301 “SPECIFICATIONS FOR STRUCTURAL CONCRETE”
ACI 318 “BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE”
ACI SP-66 “ACI DETAILING MANUAL”
CRSI “PLACING REINFORCING BARS”
CRSI “MANUAL OF STANDARD PRACTICE” MSP-1
WRI “WELDED WIRE FABRIC MANUAL OF STANDARD PRACTICE”
MATERIALS:
DEFORMED BARS ASTM A615, GRADE 60
EPOXY COATED DEFORMED BARS ASTM A775, GRADE 60
SEISMIC DEFORMED BARS* ASTM A706, GRADE 60 LOW ALLOY
SMOOTH WELDED WIRE ASTM A185, Fy = 56KSI (W1.2 AND SMALLER) / Fy = 65KSI (W1.4 AND LARGER)
DEFORMED WELDED WIRE ASTM A497, 70 KSI YIELD
DEFORMED BAR ANCHORS ASTM A496, 75 KSI YIELD
BAR SUPPORTS CONFORM TO CHAPTER 3, CRSI MSP-1
WELDED HEADED STUDS ASTM A108
*SEISMIC DEFORMED BARS (A706, GRADE 60) MUST BE USED FOR LONGITUDINAL REINFORCEMENT IN COLUMNS, PILES, STRUT MEMBERS, COUPLING BEAMS, VERTICAL REINFORCEMENT IN SHEAR WALLS, AND MOMENT FRAMES. ASTM A615, GRADE 60 BARS MAY BE USED IF MILL TESTS CONFIRM THAT MATERIALS MEET THE SPECIAL REQUIREMENTS OF ACI 318
SECTION 20.2.2.5 LISTED BELOW.
ACTUAL YIELD STRENGTH BASED ON MILL TESTS DOES NOT EXCEED THE SPECIFIED STRENGTH BY MORE THAN 18 KSI
(RETESTS MUST NOT EXCEED THIS VALUE BY MORE THAN AN ADDITIONAL 3 KSI).
THE RATIO OF ACTUAL TENSILE STRENGTH TO ACTUAL YIELD STRENGTH MUST BE AT LEAST 1.25.
THE MINIMUM FRACTURE ELONGATION IN INCHES MUST BE AT LEAST 14 PERCENT FOR BAR SIZES NO. 3 THROUGH NO. 6, AT LEAST 12 PERCENT FOR BAR SIZES NO. 7 THROUGH NO. 11, AND AT LEAST 10 PERCENT FOR BAR SIZES NO. 14 AND NO. 18.
THE MINIMUM UNIFORM ELONGATION MUST BE AT LEAST 9 PERCENT FOR BAR SIZES NO. 3 THROUGH NO. 10 AND AT LEAST 6
PERCENT FOR BAR SIZES NO. 11 THROUGH NO. 18.
IF MILL TEST REPORTS ARE NOT AVAILABLE, REINFORCEMENT MUST BE TESTED PER THE SPECIFICATIONS AT THE
CONTRACTOR’S EXPENSE.
REINFORCEMENT MUST BE PLACED AND SUPPORTED IN ACCORDANCE WITH CRSI MSP-1. REINFORCEMENT MUST BE DETAILED IN ACCORDANCE WITH ACI SP-66. NO BENDING OR STRAIGHTENING OF REINFORCEMENT WILL BE PERMITTED AFTER PARTIAL
EMBEDMENT IN CONCRETE.
LAP SPLICE: ALL CONTINUOUS REINFORCEMENT IN ACCORDANCE WITH REINFORCEMENT SPLICE AND DEVELOPMENT LENGTH SCHEDULE, SHEET S-501. PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 1 CROSS WIRE SPACING + 2” OR 8” WHICHEVER IS GREATER.
NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE MUST BE FIELD BENT UNLESS OTHERWISE NOTED ON THE
DRAWINGS OR APPROVED BY THE ENGINEER.
WELDING: OR TACK WELDING OF REINFORCING BARS TO OTHER BARS OR TO PLATES, ANGLES, ETC IS PROHIBITED, EXCEPT WHERE SPECIFICALLY NOTED IN DETAILS. WHERE WELDING IS NOTED, IT MUST BE DONE BY AWS CERTIFIED WELDERS USING
E9018 ELECTRODES. WELDING PROCEDURES MUST COMPLY WITH AWS-D1.4.
CONCRETE COVER: UNLESS NOTED OTHERWISE, MINIMUM CONCRETE COVER FOR REINFORCEMENT MUST BE:
ELEVATED SLABS AND JOISTS ¾” (#11 AND SMALLER) / 1 ½” (#14 AND #18)
SLABS ON GRADE 2” BOTTOM
WALL FACES NOT EXPOSED TO WEATHER ¾” (#11 AND SMALLER) / 1 ½” (#14 AND #18)
EXPOSED FORMED WALL FACES 1 ½” (#5 AND SMALLER) / 2” (#6 AND LARGER)
FOOTINGS AND STEM WALLS 3”
BEAMS, COLUMNS, PEDESTALS, AND TENSION TIES 1 ½”
BUILDING CODE: ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION MUST CONFORM TO THE DRAWINGS, SPECIFICATIONS AND THE FOLLOWING:
IBC 2021 “INTERNATIONAL BUILDING CODE”, AS AMENDED BY THE STATE OF OREGON
H-18-8 “SEISMIC DESIGN REQUIREMENTS (SEISMIC), VA TIL”
STANDARDS: REFERENCE TO ASTM AND OTHER STANDARDS MUST MEAN THE EDITIONS REFERENCED IN THE 2021 IBC, UNLESS
NOTED IN THESE DOCUMENTS OR DESIGNATED BY THE GOVERNING CODE.
GENERAL
CODES
GEOTECHNICAL
SOIL BEARING SURFACES AND FILL MUST BE PREPARED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT REFERENCED
BELOW AND INSPECTED BY THE OWNER APPOINTED GEOTECHNICAL ENGINEER.
GEOTECHNICAL REPORT REFERENCE:
PINNACLE ENGINEERING INC., GEOTECHNICAL STUDY AND REPORT VA MEDICAL CENTER, DATED OCTOBER 9, 2023
DESIGN LOAD BEARING VALUES OF SOILS:
SOIL PROFILE TYPE SITE CLASS "C"
ALLOWABLE VERTICAL DESIGN PRESSURE 2,000 PSF
ALLOWABLE FRICTION COEFFICIENT 0.45 (STRUCTURAL FILL OR BEDROCK)
0.3 (NATERUAL SOILS)
SUBMITTALS
COORDINATE WITH THE ARCHITECT TO DETERMINE THE PROTOCOL FOR SUBMITTING ALL PROJECT SUBMITTALS FOR REVIEW.
REFER TO SPECIFICATIONS AND ELSEWHERE IN THE GENERAL STRUCTURAL NOTES FOR THE BALANCE OF INFORMATION ON
THE STRUCTURAL SUBMITTALS REQUIRED BELOW.
TECHNICAL SUBMITTALS AND PRODUCT INFORMATION: MUST BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW
PRIOR TO FABRICATION OR CONSTRUCTION OF THESE ITEMS:
1. CONCRETE MIX DESIGN, INCLUDING STRENGTH AND SHRINKAGE TEST DATA.
2. MASONRY VENEER AND SETTING BOND.
SHOP DRAWINGS: MUST BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OR
CONSTRUCTION OF THESE ITEMS:
1. CONCRETE REINFORCEMENT
2. CONSTRUCTION JOINT LAYOUT PLAN
3. MASONRY REINFORCING
CONTRACTOR MUST REVIEW AND STAMP SUBMITTALS PRIOR TO SUBMISSION. DIMENSIONS AND QUANTITIES ARE THE CONTRACTOR'S RESPONSIBILITY AND WILL NOT BE REVIEWED. CONTRACTOR MUST BE RESPONSIBLE FOR ALL MATERIALS PLACED PRIOR TO RECEIPT OF REVIEWED SHOP DRAWINGS. CONTRACTOR MUST ALLOW A MINIMUM OF 10 WORKING DAYS FOR
REVIEW.
SHOP DRAWING SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS. THE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT BY INDICATING WHICH MATERIAL IS INTENDED TO BE FURNISHED AND INSTALLED AND BY DETAILING THE INTENDED FABRICATION AND INSTALLATION METHODS. IF DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS AND THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS ARE PROCESSED BY THE ENGINEER, THE DESIGN DRAWINGS AND SPECIFICATIONS MUST CONTROL AND MUST BE
FOLLOWED.
CONCRETE
REFERENCE STANDARDS: CONCRETE MUST CONFORM TO ALL REQUIREMENTS OF THE FOLLOWING DOCUMENTS, EXCEPT AS
MODIFIED BELOW:
ACI 301 “SPECIFICATIONS FOR STRUCTURAL CONCRETE”
ACI 304 “GUIDE FOR MEASURING, MIXING, TRANSPORTING, AND PLACING CONCRETE”
ACI 311 “GUIDE FOR CONCRETE INSPECTION”
ACI 318 “BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE”
ACI SP-15* “FIELD REFERENCE MANUAL”
*A COPY MUST BE KEPT IN THE CONTRACTOR'S FIELD OFFICE AT ALL TIMES.
MATERIALS:
CEMENT ASTM C150, C595
AGGREGATES* ASTM C33
MIXING WATER ASTM 1602
ADMIXTURES ASTM C260, C494, C1017
FLY ASH** ASTM C618, CLASS F OR C
*AGGREGATES THAT EXHIBIT DELETERIOUS ACTIVITY WHEN EVALUATED IN ACCORDANCE WITH ASTM C33 APPENDIX XI MUST NOT BE USED. THE ‘SAND EQUIVALENT’ FOR FINE AGGREGATE MUST NOT BE LESS THAN 75.
**MAXIMUM LOSS ON IGNITION MUST BE 1%.
CONCRETE MIXES: MUST BE PROPORTIONED TO ACHIEVE A WORKABLE MIX THAT CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. MIX DESIGNS MUST BE SUBMITTED TO THE STRUCTURAL ENGINEER AT LEAST TWO WEEKS PRIOR TO USE FOR REVIEW AND MUST INCLUDE THE AMOUNTS OF CEMENT, CEMENTITIOUS MATERIAL, FINE AND COARSE AGGREGATE, WATER AND ADMIXTURES, AS WELL AS THE WATER-CEMENT RATIO, SLUMP, CONCRETE YIELD AND
SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH ACI 318, CHAPTER 26.
REVIEW OF MIX SUBMITTALS BY THE STRUCTURAL ENGINEER INDICATES ONLY THAT INFORMATION PRESENTED CONFORMS GENERALLY WITH CONTRACT DOCUMENTS. CONTRACTOR OR SUPPLIER MAINTAINS FULL RESPONSIBILITY FOR SPECIFIED
PERFORMANCE.
CONCRETE MIXES MUST MEET OR EXCEED THE FOLLOWING CRITERIA:
*MIX MUST BE PROPORTIONED SUCH THAT POST-TENSIONED SLAB DRYING SHRINKAGE DOES NOT EXCEED 0.035 % AT 28 DAYS (LABORATORY CONDITIONS). SUBMIT STRENGTH AND SHRINKAGE TEST DATA AND MIX DESIGN A MINIMUM OF TWO
WEEKS PRIOR TO PLACING ANY CONCRETE TO THE STRUCTURAL ENGINEER FOR REVIEW.
**WATER-CEMENTITIOUS MATERIAL RATIO FOR INTERIOR SLABS MUST BE 0.40 UNLESS OTHERWISE NOTED.
TYPE OF CONSTRUCTION
SPECIFIED COMP
STRENGTH (f'c) AT 28
DAYS, UNO
MAXIMUM
WATER/CEMENT
RATIO
EXPOSURE CLASS
(ACI 318-19 TABLES
19.3.1.1 AND 19.3.2.1)
CONCRETE EXPOSED TO SALT AND/OR DE-ICING CHEMICALS 5,000 PSI 0.40 F3, S0, W0, C2
BELOW-GRADE CONCRETE 5,000 PSI 0.55 F1, S0, W0, C1
MISCELLANEOUS EXTERIOR CONCRETE 5,000 PSI 0.45 F2, S0, W0, C1
CONCRETE REINFORECEMENT
CONCRETE ANCHORAGE
EPOXY-GROUTED RODS OR REBAR TO CONCRETE: MUST BE GROUTED WITH ONE OF THE FOLLOWING: SIMPSON SET-3G (ESR-4057), DEWALT PURE110+ (ESR-3298), OR HILTI HIT-HY200 (ESR-3187). INSTALL PER MANUFACTURER’S INSTRUCTIONS AND APPLICABLE IAPMO OR ICC-ES REPORTS. HOLES DRILLED FOR EPOXY GROUTED INSTALLATIONS MUST NOT BE CORE-DRILLED UNLESS SPECIFICALLY APPROVED BY THE STRUCTURAL ENGINEER AND ROUGHENED PER THE ADHESIVE MANUFACTURER’S RECOMMENDATIONS. HOLES MUST ALSO NOT BE WATER-FILLED UNLESS SPECIFICALLY APPROVED BY THE STRUCTURAL
ENGINEER.
EMBEDMENT DEPTHS MUST BE AS NOTED BELOW, UNLESS NOTED OTHERWISE:
3/8” ROD OR #3 BAR 4” EMBED
1/2“ ROD OR #4 BAR 5” EMBED
5/8” ROD OR #5 BAR 7” EMBED
3/4“ ROD OR #6 BAR 9” EMBED
7/8” ROD OR #7 BAR 12” EMBED
1” ROD OR #8 BAR 15” EMBED
HEAVY DUTY SCREW ANCHORS INTO CONCRETE: MUST BE SIMPSON TITEN HD (ESR-2713), DEWALT SCREW-BOLT+ (ESR-3889) OR HILTI KWIK KH-EZ (ESR-3027). STAINLESS-STEEL HEAVY-DUTY SCREW ANCHORS INTO CONCRETE MUST BE SIMPSON TITEN
HD (ER-493).
MASONRY
REFERENCE STANDARDS: MASONRY MUST CONFORM TO ALL REQUIREMENTS OF THE FOLLOWING DOCUMENTS:
TMS 402-16 “BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES”
TMS 602-16 “SPECIFICATIONS FOR MASONRY STRUCTURES”
MASONRY CONSTRUCTION MUST COMPLY WITH IBC SECTION 2104. MASONRY MUST BE LAID IN RUNNING BOND. STACK BOND CONSTRUCTION IS NOT PERMITTED. MASONRY NOT LAID IN RUNNING BOND MUST BE FULLY GROUTED AND MUST BE
CONSTRUCTED OF HOLLOW OPEN-ENDED UNITS.
ASSEMBLY STRENGTH: CONCRETE MASONRY MUST HAVE NET AREA COMPRESSIVE STRENGTH fm’ = 2,000 PSI. COMPRESSIVE STRENGTH MUST BE VERIFIED BY UNIT STRENGTH METHOD, IN ACCORDANCE WITH IBC SECTION 2105 AND TMS 602 ARTICLE 1.4 B.2.
CONCRETE MASONRY UNITS MUST BE MEDIUM OR NORMAL-WEIGHT AND MUST COMPLY WITH ASTM C90 WITH NET AREA COMPRESSIVE STRENGTH OF 2,000 PSI. UNITS MUST BE PROTECTED FROM EXPOSURE TO MOISTURE PRIOR TO CONSTRUCTION. SUBMIT MATERIAL CERTIFICATES FOR MASONRY UNITS TO THE STRUCTURAL ENGINEER FOR REVIEW.
MORTAR MUST BE TYPE S AND MUST COMPLY WITH ASTM C270. PROPORTIONS MUST COMPLY WITH IBC 2103.2.1 AND TMS 602 ARTICLES 2.1 AND 2.6A, INCLUDING TABLES SC-1 AND SC-2. MASONRY CEMENT MUST NOT BE USED. AGGREGATE MUST COMPLY WITH ASTM C144. FOR EACH MORTAR MIX, SUBMIT MATERIAL CERTIFICATES, MIX DESIGNS AND MORTAR TESTS PERFORMED WITH THE PROPERTY SPECIFICATION OF ASTM C270, TO THE STRUCTURAL ENGINEER FOR REVIEW.
GROUT MUST CONFORM TO ASTM C476, IBC SECTION 2103.3 AND TMS 602 ARTICLE 2.2 AND 2.6B. GROUT STRENGTH BASED ON 28-DAY TESTS MUST BE 2,000 PSI, MINIMUM. MORTAR SAND MUST NOT BE USED. FOR EACH GROUT MIX, SUBMIT MATERIAL CERTIFICATES, MIX DESIGNS AND GROUT STRENGTH TEST PERFORMED IN ACCORDANCE WITH ASTM C476, TO THE STRUCTURAL ENGINEER FOR REVIEW. GROUT MUST BE POURED IN MAXIMUM LIFTS OF 5'-4”. GROUT MUST BE VIBRATED DURING PLACEMENT TO ENSURE THAT CELLS ARE COMPLETELY FILLED. WALLS MUST BE GROUTED SOLID.
REINFORCING STEEL: DEFORMED BARS MUST BE ASTM A615, GRADE 60. LAP BARS 48 DIAMETERS AT SPLICES, UNLESS NOTED OTHERWISE. SUBMIT MATERIAL CERTIFICATES TO THE STRUCTURAL ENGINEER FOR REVIEW. MINIMUM WALL REINFORCEMENT
MUST BE AS FOLLOWS:
6” WALLS #4 @ 48” VERTICAL / (2) #4 @ 48” HORIZONTAL
8” WALLS #5 @ 48” VERTICAL / (2) #5 @ 48” HORIZONTAL
10” WALLS #6 @ 48” VERTICAL / (2) #5 @ 48” HORIZONTAL
12” WALLS #4 @ 48” VERTICAL / (2) #6 @ 48” HORIZONTAL
PROVIDE (2) #5 VERTICAL FOR THE FULL HEIGHT OF THE WALL AT EACH SIDE OF OPENINGS, AT WALL CORNERS AND INTERSECTIONS, AND AT FREE ENDS OF WALLS. PROVIDE (2) #5 HORIZONTAL AT ELEVATED FLOOR AND ROOF LINES, AT TOPS OF WALLS, AND ABOVE AND BELOW ALL OPENINGS. ALL HORIZONTAL REINFORCEMENT MUST BE PLACED IN BOND BEAMS.
EXTEND REINFORCEMENT AROUND OPENINGS 2'-0” BEYOND FACE OF OPENING, OR AS FAR AS POSSIBLE, AND HOOK. PROVIDE
CORNER BARS TO MATCH HORIZONTAL REINFORCING AT WALL CORNERS AND INTERSECTIONS.
MASONRY ANCHORAGE: POST-INSTALLED ANCHORS INTO CONCRETE-MASONRY UNIT (CMU) WALLS MUST BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS AND NOTED ICC-ES OR IAPMO-UES REPORTS. SUBSTITUTES PROPOSED BY CONTRACTOR MUST BE SUBMITTED WITH VALID ICC-ES OR IAPMO REPORTS INDICATING EQUIVALENT OR GREATER LOAD CAPACITIES TO THE ARCHITECT AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ANCHORS MUST BE THE FOLLOWING TYPES:
ADHESIVE ANCHORS IN SOLID GROUTED OR HOLLOW CMU MUST BE SIMPSON SET-XP (IAPMO ER-265) OR AT-XP (ER-281), HILTI HY-270 (ESR-4143), OR DEWALT/POWERS AC100+ GOLD (ESR-3200). PROVIDE SCREEN TUBES IN HOLLOW CMU AS INDICATED BY
THE ANCHOR MANUFACTURER.
EXPANSION ANCHORS INTO SOLID GROUTED CMU MUST BE SIMPSON STRONG-BOLT 2 (ER-240) OR WEDGE-ALL (ESR-1396), HILTI
KWIK BOLT TZ2 (ESR 4266), OR DEWALT/POWERS POWER-STUD + SD1 (ESR-2966).
HEAVY DUTY SCREW ANCHORS INTO SOLID GROUTED CMU MUST BE SIMPSON TITEN HD (ESR-1056), DEWALT SCREW-BOLT+
(ESR-4042) OR HILTI KWIK HUS-EZ (ESR-3056).
VENEER: TO BE ADHERED USING MUTUAL MATERIALS SLIMBRICK PRODUCT OR AN APPROVED EQUAL PRODUCT THAT COMPLIES WITH ASTM C1088, ASTM C1364, ASTM C1670/C1670M, OR ASTM C1877. AVERAGE THICKNESS OF VENEER MUST NOT EXCEED 2.625-INCH. BONDED SURFACE AREA OF EACH ADHERED MASONRY VENEER UNIT MUST NOT EXCEED 720-SQUARE-
INCHES. WEIGHT OF MASONRY VENEER MUST NOT EXCEED 30 POUNDS-PER-SQUARE-FOOT.
SETTING BED MORTAR MUST COMPLY WITH TMS 602 ARTICLE 2.1 B AND MUST BE 1/2" THICK PRIOR TO VENEER PLACEMENT. THE DISTANCE FROM EXTERIOR FACE OF MASONRY WALL AND EXTERIOR FACE OF VENEER MUST NOT EXCEED 4.625-INCH. MORTAR BETWEEN UNITS MUST COMPLY WITH TMS 602 ARTICLE 2.1 A, TYPE S OR N, OR ARTICLE 2.1 B.
THE COMBINED ASSEMBLY WEIGHT OF VENEER, INCLUDING VENEER UNITS, SETTING BED, MORTAR BETWEEN UNITS, AND OTHER MATERIALS ATTACHED TO THE BACKING, MUST NOT EXCEED 50-POUNDS-PER-SQUARE-FOOT.
COLOR, FINISH, AND MORTAR THICKNESS BETWEEN UNITS MUST MATCH EXISTING CONDITIONS OF ADJACENT BUILDINGS.
CONTRACTOR TO CONFIRM EXISTING CONDITIONS ON SITE AND ORDER VENEER ACCORDINGLY.
S 6663 Exp. 3/31/26
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13220 Evening Creek Drive S., Suite 112 San Diego, California 92128-4103
Phone 858.668.0707 - www.reidmiddleton.com Copyright Reid Middleton, Inc.©
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of
Construction and Facilities
Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ ENGINEER OF RECORD
A/E:
STAMPCONSULTANT/ DISCIPLINE
321 4 5 6 7 8 9 10
DISCIPLINE: STRUCTURAL
SPEES DESIGN BUILD
23830 PACIFIC HIGHWAY S. SUITE 300
KENT, WA 98032
913 NW GARDEN VALLEY BLVD.
ROSEBURG, OR 97471
REMOVE & REPLACE
UNDERGROUND FUEL TANKS -
ROSEBURG
653-23-100
2025 12/15/2025
/1 /2
:5
:2
A
M
C U s e rs \k y ls m i3
\D e s k to p R
E V
IT
f ile s \2
\V E
R o s e b u rg \V
A R
O S
E B
U R
G S
T R
U R
K
J S
.r v t
S-001
GENERAL STRUCTURAL NOTES
DKA KJS
CONSTRUCTION DOCUMENTS
12/31/2025
SNOW DESIGN DATA:
GROUND SNOW LOAD: Pg = 7.0 psf
WIND DESIGN DATA:
BASIC WIND SPEED (ULT. 3-SEC GUST): V = 105 mph Vasd = 81.3 mph
RISK CATEGORY: IV
EXPOSURE CATEGORY: C
ENCLOSURE CLASSIFICATION: OPEN
INTERNAL PRESSURE COEFFICIENT: 0.00
COMPONENTS & CLADDING DESIGN PRESSURES: 29 PSF
EARTHQUAKE DESIGN DATA (CMU WALL):
RISK CATEGORY: IV
SEISMIC IMPORTANCE FACTOR: 1.5
SITE CLASS: C
MAPPED SPECTRAL RESPONSE ACCELERATIONS:**
SS = 1.02 g S1 = 0.46 g
DESIGN SPECTRAL RESPONSE ACCELERATIONS:
SDS = 0.77 g SD1 = 0.43 g
SEISMIC DESIGN CATEGORY: D
ANALYTICAL PROCEDURE: EQUIVALENT LATERAL FORCE
SEISMIC-FORCE-RESISTING SYSTEMS:
- VERTICAL SYSTEMS: SPECIAL MASONRY SHEAR WALL
- RESPONSE MODIFICATION COEFFICIENT: R = 5.0
- SYSTEM OVERSTRENGTH FACTOR: Ωo = 2.5
- DEFLECTION AMPLIFICATION FACTOR: Cd = 3.5
SEISMIC RESPONSE COEFFICIENT: N/A
SEISMIC BASE SHEAR: N/A
**PARAMETERS ARE BASED ON ASCE 7 HAZARDS TOOL WEBSITE.
EARTHQUAKE DESIGN DATA (FUEL TANKS):
NONBUILDING STRUCTURE TYPE: HORIZONTAL, SADDLE SUPPORTED
STEEL VESSEL
- RESPONSE MODIFICATION COEFFICIENT: R = 3.0
- SYSTEM OVERSTRENGTH FACTOR: Ωo = 2.0
- DEFLECTION AMPLIFICATION FACTOR: Cd = 2.5
MAXIMUM SEISMIC BASE SHEAR: V = 64 KIP
BLAST DESIGN DATA (CMU SHEAR WALLS):
BLAST BASE SHEAR (FUEL FARM WALLS): VBLAST = 149 KIP
BLAST BASE SHEAR (BLDG 61 WALLS): VBLAST = 38 KIP
ASCE 7 SEC 7.2
ASCE 7 HAZARDS TOOL
IBC EQ 16-17
ASCE 7 SEC 26.7.3
ASCE 7 SEC 26.2
ASCE 7 TABLE 26.13-1
ASCE 7 SEC 30.3.2
IBC TABLE 1604.5
ASCE 7 TABLE 1.5-2
ASCE 7 SEC 11.4
ASCE 7 HAZARDS TOOL
ASCE 7 HAZARDS TOOL
ASCE 7 SEC 11.4.5
ASCE 7 SEC 11.4.5
ASCE 7 SEC 11.6
ASCE 7 TABLE 12.2-1
ASCE 7 TABLE 12.2-1
ASCE 7 TABLE 12.2-1
ASCE 7 TABLE 12.2-1
ASCE 7 SEC 12.8.1.1
ASCE 7 SEC 12.8.1
ASCE 7 SECTION 15.7.14
ASCE 7 TABLE 15.4-2
ASCE 7 TABLE 15.4-2
ASCE 7 TABLE 15.4-2
ASCE 7 EQUATION 15.4-5
DESIGN CRITERIA
FLOOR DESIGN DATA: IN ADDITION TO THE SELF WEIGHT, THE FOLLOWING LOADS ARE USED FOR DESIGN:
OCCUPANCY OR USE
UNIFORM
LIVE LOAD
(PSF)
LIVE LOAD REDUCTION
PERMITTED? (ASCE 7 SEC)
GENERAL MULTI-STORY
STORAGE
LIGHT 125 NO (4.7.3) YES (4.7.3)
Revisions: Date:
1 2 3
18' - 8" 40' - 0 3/4"
58' - 8 3/4"
A
B
C
T/ WALL = 14'-0", TYP
0'-0"
XXX.XX PER
CIVIL
S-101
S-101
S-101
SIM,
TYP
SIM,
TYP
S-502
S-502
TYP
WALL CORNER
TYP
DOOR JAMB
24" SOG, SEE
NOTE 2
SIM, TYP
FUEL TANK SADDLE
SUPPORT BELOW
PER MFR, TYP
T20
T12
T2
FUEL TANK PER
SCHEDULE, TYP
12" CMU BLK W/
#4 @ 8" VERT AND
#4 @ 16" HORIZ, EF, TYP
10' - 8"
SEE NOTE 5
5' - 4" 12' - 0"
6'
0"
14' - 0"
SEE NOTE 5
5' - 4"
S-501
TYP
24" SOG W/
#5 @ 6" OC
EW, T&B
FUEL TANKS, SEE CIVIL FOR MORE INFORMATION
1. SLAB ELEVATION SHALL BE AS SHOWN ON PLAN. PROVIDE VAPOR BARRIER PER SPECIFICATIONS BELOW SLAB
AT INTERIOR SPACES OVER 6” OF FREE-DRAINING GRANULAR FILL PER SPECIFICATIONS.
2. SEE CIVIL DRAWINGS FOR REQUIRED SLOPE OF SLAB-ON-GRADE.
3. PROVIDE CONSTRUCTION / CONTROL JOINTS IN SLABS ON GRADE TO DIVIDE SLAB INTO RECTANGULAR AREAS 225 SQUARE FEET OR LESS. AREAS SHALL BE APPROXIMATELY SQUARE AND HAVE NO ACUTE ANGLES. JOINT
LOCATIONS MUST BE APPROVED BY THE ARCHITECT. SEE DETAIL .
4. BOTTOM OF ALL FOOTINGS SHOWN IN THIS PLAN SHALL BE 1’-6” BELOW FINISHED GRADE OR DEEPER. OVER EXCAVATE AND PLACE SUITABLE COMPACTED FILL AS DIRECTED BY GEOTECHNICAL REPORT WHERE REQUIRED. CONTRACTOR SHALL COORDINATE WITH FINAL SITE GRADES AND MAINTAIN MINIMUM DEPTH OF
FOOTINGS SHOWN ON THE DRAWINGS.
5. FOR LINTEL BEAM INFORMATION ABOVE DOOR, SEE DETAIL .
/3 S-501
CMU SHEAR WALL PER /1 S-501
/4 S-502
FUEL TANK PER PLAN
AND SHECDULE
ANCHORAGE
PER SCHEDULE
TYP SOG
PER PLAN
STL TANK SADDLE
PER TANK MFR REQ
FF
PER PLAN
P E
R P
LA
N
C
LR3"
P E
R S
C H
E D
U
LE
V A
R
IE
S
T1
S-101
SIM,
TYP
6" SOG W/
#5 @ 12" EW,
CENTER OF SOG
S-501 TYP
DIESEL FUEL TANK
PER SCHEDULE
FUEL TANK SADDLE
SUPPORT BELOW
PER MFR, TYP
14' - 8"
5' - 4"
SEE NOTE 5
5' - 4"
S-502
S-502
TYP
WALL CORNER
TYP
DOOR JAMB
8" CMU BLK W/ #5 @
16" VERT & HORIZ
SYMBOLS
NORTH ARROW
GRID LINE
GRID BUBBLE
SOIL
GENERAL SYMBOLS
ELEVATION RELATIVE TO DATUM
DIRECTION OF SPAN
EXTENTS OF SPAN (IF APPLICABLE)
SLOPE
DETAIL IDENTIFIERS
DETAIL LABEL
SCALE
SHEET NUMBER WHERE
DETAIL / SECTION /
ELEVATION IS SHOWN
NUMBER OF
DETAIL
INDICATES
DIRECTION OF
CUTTING PLANE
SEE 1 / S201
FOR ADD'L INFO
SHEET NUMBER
WHERE DRAWN
SECTION / DETAIL / ELEVATION
NUMBER
NUMBER OF SECTION
NUMBER OF
ELEVATION
DETAILELEVATION
SECTIONTEXT NOTATION
S402
S402
SHEET NUMBER
WHERE DETAIL /
SECTION / ELEVATION
IS SHOWN
DETAIL NUMBER
TRUE
NORTH
S402
S204
TITLE
1/8" = 1'-0"
X
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13220 Evening Creek Drive S., Suite 112 San Diego, California 92128-4103
Phone 858.668.0707…
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