P01 - Drawings Combined - 553-16-101 - REV. Binder (1).pdf
PDF 7 MB Posted
- Attached to
- Install Electrical Switchgear - VAMC Detroit, MI Federal contract opportunity
- Solicitation number
- 36c25020b0067
About this file
This package of architectural and engineering drawings and specifications is for the installation of electrical switchgear at the John D. Dingell VA Medical Center in Detroit, Michigan. The project involves demolishing existing structures on the first floor and mezzanine, constructing new foundations and enclosures, and installing new electrical switchgear. Relevant construction includes concrete footings and foundations, structural steel framing and bracing, metal decking, and concrete slabs. The project also includes stair and platform details. The solicitation for this work is numbered 36c25020b0067 and was issued by the Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 10. The response due date and anticipated award date are not provided in these documents.
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Text version
JOHN D. DINGELL VAMC,
DETROIT, MI
553-16-101
2020-04-27
97 8654321
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
JOHN D. DINGELL
VA MEDICAL CENTER
PhaseENGINEER OF RECORDCONSULTANT
Project Director
INSTALLATION OF ELECTRICAL
SWITCHGEAR ENCLOSURESISSUED FOR BID
KEY PLAN
PLAN
NORTH
SOUTH
PARKING
NORTH
PARKING
BLDG 103
ENERGY CENTER
BLDG 101
GEN STA
ACTUAL
NORTH
JOHN D. DINGELL VAMC,
DETROIT, MI
553-16-101
2020-04-27
97 8654321
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
JOHN D. DINGELL
VA MEDICAL CENTER
PhaseENGINEER OF RECORDCONSULTANT
Project Director
553-16-101
2020-04-27
97 8654321
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
JOHN D. DINGELL
VA MEDICAL CENTER
PhaseENGINEER OF RECORDCONSULTANT
Project Director
553-16-101
2020-04-27
97 8654321
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
JOHN D. DINGELL
VA MEDICAL CENTER
PhaseENGINEER OF RECORDCONSULTANT
Project Director
553-16-101
2020-04-27
97 8654321
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
JOHN D. DINGELL
VA MEDICAL CENTER
PhaseENGINEER OF RECORDCONSULTANT
Project Director
DNDNDN
V.I.F.
20' - 8" REF.
V.I.F.
20' - 8" REF.
V.I.F.
20' - 8" REF.
V .I .F
R
EF
EXISTING COLUMN
(TYP)
HSS6X6X3/8 POST
DOWN TO NEW
FOUNDATION (TYP)
SOUTH PARKING
GARAGE
NEW CONCRETE
FOOTING (TYP)
5" CONCRETE
PAVING (TYP);
SEE 10/S-502-SP
S-501-SP
S-501-SP
TY
P
CUT WALL OPENING FOR NEW
DOOR; SEE DETAIL
5/S-502-SP, 6/S-502-SP;
REFER TO ARCH. DWGS.
V .I .F
R
EF
EXISTING COLUMN FOOTING;
T/FTG = -4'-9" (V.I.F.)
EXISTING WALL FOOTING;
T/FTG = -4'-9" (V.I.F.)
F1 F1 F1 F1F1
P1
4' - 1 1/16"
TY
P
5' - 8" 2' - 10" 5' - 6" 2' - 10"
11' - 0"
3' - 6"
6' - 8 1/8"
TURN DOWN
SLAB
TY
P
F2
EJ EJ
EJ
EJ
EJ
EJ BETWEEN FDN
& PAVING (TYP)
C J
C J
C J
C J
C J
EJ BETWEEN WALL
& PAVING (TYP)
S-502-SP
S-503-SP
EXIST DRAIN;
V.I.F. (TYP)
S-503-SP
CONCRETE PAD
STEP
C J
EXIST UNDERGROUND
SANITARY LINE; V.I.F. (TYP)
P1
S-503-SP
10" CONCRETE
PAD; SEE
7/S-503-SP
S-503-SP
SLOPE 1/2"
8' - 2"
SLOPE
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
JOHN D. DINGELL
VA MEDICAL CENTER
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseENGINEER OF RECORD MILLER-REMICK LLC
PROFESSIONAL ENGINEERCONSULTANT
321 4 5 6 7 8 9 10
PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE
WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE
PROFESSIONAL ENGINEEER
MR PROJECT NO:
o n e e ig h th in c o n e fo o t o n e q u a rt e r in c e fo o t th re e e ig th s in c e fo o t o n e h a lf e fo o t th re e q u a rt e r in c e fo o t n e in c e fo o t n e a n d o n e h e fo o t re e in c e fo o t
NORTH
SOUTH
PARKING
NORTH
PARKING
BLDG 103
ENERGY CENTER
BLDG 101
GEN STA
ACTUAL
NORTH
SF111-SP
STRUCTURAL
FLOOR PLAN
SOUTH GENERATOR STATION
INSTALLATION OF ELECTRICAL
SWITCHGEAR ENCLOSURES
JOHN D. DINGELL VAMC,
DETROIT, MI
553-16-101
Project Director
2020-04-27 ER DS0499-0107
ISSUED FOR BID
GENERAL NOTES
1. SEE DWG S-001 FOR GENERAL NOTES.
2. SEE DWG S-301-SP FOR SECTIONS.
3. SEE DWG S-501-SP, S-502-SP FOR DETAILS.
4. REFER TO ARCHITECTURAL DRAWINGS FOR MORE INFORMATIOM.
5. REFER TO MEP DRAWINGS FOR MORE INFORMATION.
NOTES:
1. FOR PAVING ELEVATIONS REFER TO ARCHITECTURAL DRAWINGS.
2. F1 DENOTES NEW CONCRETE FOUNDATION 3'-10"L X 1'-5"W X 4'-3"H.
SEE DETAILS 8, 13/S-501-SP.
3. F2 DENOTES NEW CONCRETE FOOTING 6'-0"L X 2'-0"W X 2'-0"H.
SEE DETAIL 7, 8/S-503-SP.
4. P1 DENOTES 1'-2" X 2'-0" PIER. SEE DETAIL 8/S-503-SP.
5. ALL EXTERIOR STRUCTURAL STEEL SHALL BE HOT-DIP GALVANIZED AFTER
FABRICATION.
6. EJ DENOTES EXPANSION JOINT WITH FLEXABLE JOINT FILLER.
7. CJ DENOTES TOOLED CONTROL JOINT.
NO. DESCRIPTION DATE
A 35% DESIGN DEVELOPMENT 11/19/18
B 65% DESIGN DEVELOPMENT 05/16/19
C 95% CONSTRUCTION DOCUMENTS 10/18/19
D ISSUED FOR BIDS - FINAL REVIEW 02/10/20
0 ISSUED FOR BIDS 04/27/20
W12X16 W12X16
W12X16 W12X16
W12X16 W12X16 W12X16
W12X16 W12X16 W12X16
W12X16 W12X16 W12X16
W X
(S
L)
W X
(S
L)
HSS6X6X3/8 STUB POST DOWN
WELDED TO EXISTING COLUMN
(E) (E)
(E)
(E) (E) (E)
(E) (E)
(E) (E) (E)
(E) (E)
(E
(E
20' - 8" REF. 20' - 8" REF. 20' - 8" REF.
S-502-SP
EXISTING STEEL
(TYP)
S-301-SP
W12X16(E)
W12X16(E)
HSS6X6X3/8 STUB POST DOWN
WELDED TO EXISTING COLUMN
EXISTING COLUMN
(TYP)
SOUTH PARKING
GARAGE
S-501-SP
L4 X X
L4 X X
L4 X X
L4 X X
W8X15
W X
INFILL EXISTING ROOF
OPENING WITH METAL
DECK TO MATCH EXISTING
INSTALL NEW SUPPLEMENTAL STEEL
AND CUT EXISTING ROOF DECK FOR
NEW EXHAUST PENETRATION; REFER
TO MECH. AND ARCH. DWGS.
SEE DETAIL 11/S-502-SP
PLENUM BELOW (TYP)
S-501-SP
(S L)
(S L)
(S L)
(S L)
4" DIA STANDARD
PIPE POST (4 TYP)
W12X26
W12X26
W X
W X
5'-8"*
EXISTING 1 1/2" METAL
ROOF DECK SPAN (TYP)
PROVIDE SUPPLEMENTAL STEEL
FOR STAIR ABOVE;
SEE DETAIL 4/S-502-SP
EQ.EQ.
(TYP)
1' - 3 1/2"
W6X15W6X15 (E)(E )W
X
(E)
(E )W
X
(E )W
X
(E )W
X
(E )W
X
(E )W
X
(E)W6X15 (E )W
X
(E)W6X15(E )W
X
(E )W
X
L4 X X
L4 X X
L4 X X
L4 X X
(S L)
(S L)
(S L)
(S L)
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
JOHN D. DINGELL
VA MEDICAL CENTER
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseENGINEER OF RECORD MILLER-REMICK LLC
PROFESSIONAL ENGINEERCONSULTANT
321 4 5 6 7 8 9 10
PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE
WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE
PROFESSIONAL ENGINEEER
MR PROJECT NO:
o n e e ig e fo o t o n e q u a rt e r in c e fo o t th re e e ig th s in c e fo o t o n e h e fo o t th re e q u a rt e r in c e fo o t n e in c e fo o t n e a n d o n e h e fo o t re e in c e fo o t
NORTH
SOUTH
PARKING
NORTH
PARKING
BLDG 103
ENERGY CENTER
BLDG 101
GEN STA
ACTUAL
NORTH
SF121-SP
STRUCTURAL
EXISTING ROOF FRAMING
SOUTH GENERATOR STATION
INSTALLATION OF ELECTRICAL
SWITCHGEAR ENCLOSURES
JOHN D. DINGELL VAMC,
DETROIT, MI
553-16-101
Project Director
2020-04-27 ER DS0499-0107
ISSUED FOR BID
GENERAL NOTES
NOTES:
1. PROVIDE TEMPORARY SHORING FOR EXISTING ROOF STRUCTURE WHERE NEW STEEL IS
TO BE INSTALLED.
2. (*) DIMENSIONS MARKED THUS SHALL BE COORDINATED WITH ROOF STAIRS ABOVE.
REFER TO ARCHITECTURAL DRAWINGS.
1. SEE DWG S-001 FOR GENERAL NOTES.
2. SEE DWG S-301-SP FOR SECTIONS.
3. SEE DWG S-501-SP, S-502-SP FOR DETAILS.
4. REFER TO ARCHITECTURAL DRAWINGS FOR MORE INFORMATIOM.
NO. DESCRIPTION DATE
A 35% DESIGN DEVELOPMENT 11/19/18
B 65% DESIGN DEVELOPMENT 05/16/19
C 95% CONSTRUCTION DOCUMENTS 10/18/19
W
X
20' - 8" REF.
W X
S-502-SP
NEW ELECT.
SWITCHGEAR
HSS6X6X3/8 POST DOWN
TO NEW FOUNDATION (TYP)
S-301-SP
W X
W16X31
W16X31
W16X31
W16X31
W16X31
HSS6X6X3/8 POST DOWN
TO EXISTING COLUMN
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
L4 X X
L4 X X
L4 X X
L4 X X
20' - 8" 20' - 8"
SOUTH PARKING
GARAGE
W X
W X
W X
W12X26
W12X26
S-501-SP
S-501-SP
S-501-SP
HSS6X6X3/8
POST DOWN TO
EXISTING COLUMN
2' - 9" 4' - 3" * 6' - 0" * 7' - 8" *
S-501-SP
HSS6X6X3/8 POST
UP TO ROOF; U.N.O.
CONCRETE WALL
CONNECTION (TYP)
S-502-SP
S-501-SP
S-503-SP
W X
W X
S-503-SP
EXIST. ROOF
W X
W X
TY
P
TY
P
(20)
(20)
(20)
(20)
(20)
(5
[0 .7
SF122-SP
(TYP)
WALL FAN OPENING; REFER
TO ARCH & MECH DWGS;
SEE DETAIL 10/S-501-SP
W8X15
W8X15
W X
W X
W X
W12X26
W12X26
W12X26
W12X264
1' - 11"
1' - 7"
W8X15
C X .7
W X
W8X15
4" DIA STANDARD PIPE POST
DOWN TO STEEL FRAMING
BELOW; SEE DETAIL 4/S-502-SP
W X
12"+/-
12"+/- AS NEEDED TO
FLASH THE PITCH POCKET
5' - 8" 2' - 10" 5' - 6" 2' - 10"
S-301-SP
S1
G1
G
G 1 G
G
@GIRDER
@SLAB
EQ
EQ
EQ
EQ
3' - 6"
L3X3X3/8 BRACING
(TYP)
MITERED CHANNEL
STAIR STRINGER
S-502-SP
S-503-SP
W X
HSS4X4X1/4 POST
ON SLAB (3 TYP)
W X
W X
S-503-SP
C8X13.7 C8X13.7 C8X13.7 C8X13.7
C8X13.7 C8X13.7 C8X13.7 C8X13.7C8X13.7
C8X13.7
S
W X
W X
2' - 10" 2' - 10" 3' - 10" 3' - 10"
HSS4X4X1/4 POST DOWN TO SLAB;
SEE DETAIL 12/S-501-SP
REMOVABLE GUARDRAIL
W8X15
W8X15
W X
W X
STAIR AND HANDRAIL;
REFER TO ARCH
DWGS
S
HSS6X6X3/8 POST
UP TO ROOF S-502-SP
8' - 0"2' - 9"
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
JOHN D. DINGELL
VA MEDICAL CENTER
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseENGINEER OF RECORD MILLER-REMICK LLC
PROFESSIONAL ENGINEERCONSULTANT
321 4 5 6 7 8 9 10
PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE
WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE
PROFESSIONAL ENGINEEER
MR PROJECT NO:
o n e e ig e fo o t o n e q u a rt e r in c e fo o t th re e e ig th s in c e fo o t o n e h e fo o t th re e q u a rt e r in c e fo o t n e in c e fo o t n e a n d o n e h e fo o t re e in c e fo o t
NORTH
SOUTH
PARKING
NORTH
PARKING
BLDG 103
ENERGY CENTER
BLDG 101
GEN STA
ACTUAL
NORTH
SF122-SP
STRUCTURAL
FLOOR FRAMING PLAN
PENTHOUSE - SOUTH GENERATOR STATION
INSTALLATION OF ELECTRICAL
SWITCHGEAR ENCLOSURES
JOHN D. DINGELL VAMC,
DETROIT, MI
553-16-101
Project Director
2020-04-27 ER DS0499-0107
ISSUED FOR BID
GENERAL NOTES
1. SEE DWG S-001 FOR GENERAL NOTES.
2. SEE DWG S-301-SP FOR SECTIONS.
3. SEE DWG S-501-SP, S-502-SP FOR DETAILS.
4. REFER TO ARCHITECTURAL AND MEP DRAWINGS FOR MORE INFORMATIOM.
NOTES:
1. DENOTES SPAN DIRECTION OF 2" LIGHTWEIGHT CONCRETE SLAB ON 2" 20 GA COMPOSITE METAL DECK (4" TOTAL) U.N.O.
2. DENOTES SPAN DIRECTION OF 1" 19-W-H GALVANIZED GRATING.
3. (*) DIMENSION MARKED THUS SHALL BE COORDINATED WITH FINAL UNIT SELECTION.
4. TOP OF PENTHOUSE FLOOR STEEL IS 19'-8" U.N.O.
5. ALL EXTERIOR PLATFORM AND STAIRWAY STEEL SHALL BE HOT-DIP GALVANIZED.
6. REFER TO ARCHITECTURAL DRAWINGS FOR STAIR INFORMATION.
7. TOP OF BRIDGE/ PLATFORM STEEL EL. = +21'-10" U.N.O. FOR INTERMEDIATE LANDING ELEVATIONS REFER TO ARCHITECTURAL
DRAWINGS.
8. [#.###"] DENOTES INCHES IN UPWARD CAMBER REQUIRED AT MIDSPAN OF BEAM.
G1
NOTES:
1. TOP OF PLATFORM STEEL EL. = +21'-6" U.N.O.
S1
NO. DESCRIPTION DATE
A 35% DESIGN DEVELOPMENT 11/19/18
B 65% DESIGN DEVELOPMENT 05/16/19
C 95% CONSTRUCTION DOCUMENTS 10/18/19
S-301-SP
W12X26
W12X26
W12X26
W12X26
20' - 8" REF. 20' - 8" REF. 20' - 8" REF.
EXIST. ROOF BELOW
2' - 9"
W12X26
HSS6x6X3/8 (TYP.)
3x3x3/8 KNEE BRACE
(TYP.)
V .I .F
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
EQ. EQ. EQ.
W X
W12X26
HOIST SUPPORT
BEAM (TYP)
W12X26
W12X26
W12X26
W12X26
HOIST RAIL; REFER TO
ELECT. DWGS. (TYP)
EXIST. PARKING GARAGE
S-501-SP
WALL FAN OPENING; REFER
TO ARCH & MECH DWGS;
SEE DETAIL 10/S-501-SP
TYP
3' - 0"
17' - 11"
RELOCATED ROOF EXHAUST;
REFER TO ELECT. DWGS.
W X
W X
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
JOHN D. DINGELL
VA MEDICAL CENTER
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseENGINEER OF RECORD MILLER-REMICK LLC
PROFESSIONAL ENGINEERCONSULTANT
321 4 5 6 7 8 9 10
PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE
WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE
PROFESSIONAL ENGINEEER
MR PROJECT NO:
o n e e ig e fo o t o n e q u a rt e r in c e fo o t th re e e ig th s in c e fo o t o n e h e fo o t th re e q u a rt e r in c e fo o t n e in c e fo o t n e a n d o n e h e fo o t re e in c e fo o t
NORTH
SOUTH
PARKING
NORTH
PARKING
BLDG 103
ENERGY CENTER
BLDG 101
GEN STA
ACTUAL
NORTH
SF131-SP
STRUCTURAL
ROOF FRAMING PLAN
PENTHOUSE - SOUTH GENERATOR STATION
INSTALLATION OF ELECTRICAL
SWITCHGEAR ENCLOSURES
JOHN D. DINGELL VAMC,
DETROIT, MI
553-16-101
Project Director
2020-04-27 ER DS0499-0107
ISSUED FOR BID
NOTES:
1. INDICATES SPAN OF 1 1/2"- 20 GAUGE, GALVANIZED ROOF DECK.
2. TOP OF PENTHOUSE ROOF STEEL EL. = 33'-7" U.N.O.
GENERAL NOTES
1. SEE DWG S-001 FOR GENERAL NOTES.
2. SEE DWG S-301-SP FOR SECTIONS.
3. SEE DWG S-501-SP, S-502-SP FOR DETAILS.
4. REFER TO ARCHITECTURAL AND MEP DRAWINGS FOR MORE INFORMATIOM.
NO. DESCRIPTION DATE
A 35% DESIGN DEVELOPMENT 11/19/18
B 65% DESIGN DEVELOPMENT 05/16/19
C 95% CONSTRUCTION DOCUMENTS 10/18/19
S-502-SP
STUB POST TO EXISTING
BEAM BELOW (TYP)
EXISTING BEAM BELOW
EXIST. COLUMN (TYP)
EXISTING ROOF
ENTRY PLATFORM
PENTHOUSE
FLOOR FRAMING
W16
W12
EXIST. GARAGE
WALL
ENTRY
PLATFORM
SWITCHGEAR
ROOF STEEL
POST BEYOND
BRIDGE
PLATFORM
W12
W16
T/STEEL GRATING
STAIR STRINGER (TYP)
REFER TO ARCH. DWGS.
CONC PIER BEYOND; SEE
DETAIL 7/S-503-SP
DIAGONAL BRACING 4 SIDES
(TYP)
SEE DETAIL 11/S-501-EC
R
EF
ER
TO
A
C H
D
G S
HSS POST W/DIAGONAL
BRACING (TYP)
R
EF
C H
D
G S
CONC PAD;
SEE DETAIL
6/S-503-SP
T/STEEL GRATING
BRIDGE
FRAMING
RAILING AT OPEN
ENDS (TYP)
S-502-SP
T/STEEL GRATING
DIAGONAL BRACING 4 SIDES
(TYP)
SEE DETAIL 11/S-501-EC
EXIST. STORM
DRAIN (V.I.F.)
TURN DOWN SLAB;
SEE DETAIL 7/S-501-SP
EXIST. 4" PIPE
(V.I.F.)
EXIST. 6" PIPE
(V.I.F.)
EXIST. 4" PIPE
(V.I.F.)
EXIST. 6" PIPE
(V.I.F.)
EXIST. 4" PIPE
(V.I.F.)
(V .I .F
"6
CONC FOOTING (TYP)
SEE DETAIL 8/S-501-SP
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
JOHN D. DINGELL
VA MEDICAL CENTER
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseENGINEER OF RECORD MILLER-REMICK LLC
PROFESSIONAL ENGINEERCONSULTANT
321 4 5 6 7 8 9 10
PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE
WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE
PROFESSIONAL ENGINEEER
MR PROJECT NO:
o n e e ig e fo o t o n e q u a rt e r in c e fo o t th re e e ig th s in c e fo o t o n e h e fo o t th re e q u a rt e r in c e fo o t n e in c e fo o t n e a n d o n e h e fo o t re e in c e fo o t
S-301-SP
STRUCTURAL
SECTIONS
SOUTH GENERATOR STATION
INSTALLATION OF ELECTRICAL
SWITCHGEAR ENCLOSURES
JOHN D. DINGELL VAMC,
DETROIT, MI
553-16-101
Project Director
2020-04-27 ER DS0499-0107
ISSUED FOR BID
GENERAL NOTES
1. REFER TO DWGS S-001 GENERAL NOTES.
2. REFER TO ARCHITECTURAL AND MEP DRAWINGS FOR MORE INFORMATIOM.
NO. DESCRIPTION DATE
A 35% DESIGN DEVELOPMENT 11/19/18
B 65% DESIGN DEVELOPMENT 05/16/19
C 95% CONSTRUCTION DOCUMENTS 10/18/19
L3X3 KNEE BRACE
W12
ROOF DECK
W12
HSS6X6 POST
WALL; REFER TO
ARCH DWGS
CONT. L4X4X3/8
1/4 2-12
1/4 2-12
ARCH DWGS
REFER TO
EXIST. CONC. WALL
(V.I.F.)
CONC. SLAB ON MTL.
DECK; SEE PLAN
EXIST. SLOPED
ROOF DECK
(E)W12
W16 W12
HSS ROOF POST; SEE
DETAIL 3/S-502-SP
SEE PLAN
NOTE: DECK END SUPPORT ANGLE NOT SHOWN FOR CLARITY.
SEE DETAIL 3/S-501-SP FOR MORE INFORMATIOM.
SEE DETAIL
3/S-501-SP FOR
MORE INFORMATION
SEE DETAIL
1/S-502-SP FOR
MORE INFORMATION FULL-DEPTH
STIFF/ SHEAR
PLATE EACH SIDE
T/EXIST. WALL
21'-9" (V.I.F.)
ROOFING AND WALL;
REFER TO ARCH. DWGS.
1' - 0"
1" GALVANIZED STEEL GRATING
2" DIA. PIPE RAILING
W8
CLIP ANGLE
EXIST. CONC. WALL
(V.I.F.)
4"X1/4" CONT. TOE PLATE
NOTE: L3X3 BRACING NOT SHOWN FOR CLARITY
EXIST. CONC. WALL
(V.I.F.)
ROOFING AND WALL;
REFER TO ARCH. DWGS.
1' - 0"
T/EXIST. WALL
21'-9" (V.I.F.)
3/4" DIA. STAINLESS STL. ANCHORS
@24" O.C. W/6" EMBED. OFFSET
W/ANCHORS
L4X4
PENTHOUSE
+20'-0"
#4X36" DOWEL @12" O.C.
W/6" EPOXY EMBED.
OFFSET W/ANCHORS
STEEL GRATING
HSS POST
CLIP ANGLE
2" DIA. PIPE RAILING
W/4"X1/4" CONT.
KICK PLATE
W12
W8
1/2" CAP PLATE
HSS POST; SEE PLAN
(4) 3/4" DIA. ADHESIVE
ANCHORS W/ 6"
EMBEDMENT (TYP)
#4 TIES @12" O.C.
BASE PLATE; SEE DETAIL
13/S-501-SP
T/EXIST. FOOTING
EL. -4'-9" (V.I.F.)
EPOXY DOWELS @ MID DEPTH
W/6" EMBED; MATCH NEW
FOOTING REINF.
SEE PLAN
CONC. PAVING
NEW CONC. FND. MATCH EXIST;
FORM FDN. AROUND EXIST.
DRAIN LINE
ADD'L. #4 TIES
@ CENTER BARS
V .I .F
FIRST FLOOR
EL. 0'-0"
T/EXIST. GRADE
EL. -2'-0" (V.I.F.)
(8) #4 VERT.
EXIST. GRADE
BEAM
SEE PLAN
EXIST. WALL (V.I.F.)
E.J. EXIST. WALL
E.J.E.J.
T/FTG WALL GRADE
EL. -1'-6" (V.I.F.)
EXIST. FOUNDATION WALL (V.I.F.)
T/PAVING EL
VARIES
EXIST. DRAIN LINE
(V.I.F.); PROVIDE
3/4" FELT JOINT
(3 SIDES)
V.I.F.
V .I .F
.6" COMPACTED
POUROUS FILL ON
COMPACTED SUBGRADE
#4 @ 12" T&B EWE.J.
#4 @ 12" E.F.
HORIZ. CONT.
#4 @12"
3"
MIN
10"
C
LR3
C
LR2
6"
PAVING
EXISTING ROOF DECK
(SLOPED)
1' - 0"
T/EXIST. WALL
EL. (V.I.F.)
3/4" DIA. STAINLESS STL.
ANCHORS @16" O.C.
W/6" EMBED.
L4X4; SEE PLAN
(E)W12X16
EXIST. CONC. WALL
(V.I.F.)
2-12
L4X3 1/2 X3/8
(TYP)
CLIP ANGLE W/ADHESIVE
ANCHOR INTO SLAB
3/8" PLATE W/
SLOTTED HOLE
ROOF BEAM; SEE PLAN
HSS POST;
SEE PLAN
L4X3 1/2 X3/8
LLV
R
EF
M
EC
H
D W G S
METAL STUDS; REFER
TO ARCH DWGS
3/16
3/16
3/16
4"
W12
ROOF DECK
HSS6X6 POST
WALL; REFER TO
ARCH DWGS
ARCH DWGS
REFER TO
1/4 2-12
1/4 2-12
W12
L4X4X3/8
FLOOR SLAB
TY
P
"TYP
1 1/2"
HSS POST;
SEE PLAN
5/8" DIA HOLE FOR
1/2" DIA BOLT
8"
1" BASE PLATE;
SEE PLAN
1"
NEW CONC. FOOTING
BASE PLATE
1' - 5"
HSS POST; SEE PLAN
(4) 3/4" DIA. ADHESIVE
ANCHORS W/ 6"
EMBEDMENT (TYP)
4 1/2"
TY
P
TYP
1 1/2"
1' - 0"
3' - 10"
3"
EXIST. CONC. FOOTING
EXIST. CONC. WALL
E.J.
(E)W12(E)W12
EXIST. SLOPED ROOF DECK
W16
1/4" STIFF. PLATE
WALL; REFER TO ARCH. DWGS
CONC SLAB ON MTL DECK
STUB POST; SEE DETAIL 2/S-502-SP
W16
POUR STOP
HSS ROOF POST
CUT EXIST. MTL ROOF DECK
TO ACCESS COLUMN
PLATE
(E)W21 EXIST. COLUMN
ARCH. DWGS
REFER TO
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
JOHN D. DINGELL
VA MEDICAL CENTER
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseENGINEER OF RECORD MILLER-REMICK LLC
PROFESSIONAL ENGINEERCONSULTANT
321 4 5 6 7 8 9 10
PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE
WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE
PROFESSIONAL ENGINEEER
MR PROJECT NO:
o n e e ig e fo o t o n e q u a rt e r in c e fo o t th re e e ig th s in c e fo o t o n e h e fo o t th re e q u a rt e r in c e fo o t n e in c e fo o t n e a n d o n e h e fo o t re e in c e fo o t
S-501-SP
SECTIONS AND DETAILS
SOUTH GENERATOR STATION
INSTALLATION OF ELECTRICAL
SWITCHGEAR ENCLOSURES
JOHN D. DINGELL VAMC,
DETROIT, MI
553-16-101
Project Director
2020-04-27 ER DS0499-0107
ISSUED FOR BID
GENERAL NOTES
1. REFER TO DWGS S-001 GENERAL NOTES.
2. REFER TO ARCHITECTURAL AND MEP DRAWINGS FOR MORE INFORMATIOM.
3. ALL EXTERIOR STEEL TO HAVE HOT-DIP GALVANIZED FINISH.
NO. DESCRIPTION DATE
A 35% DESIGN DEVELOPMENT 11/19/18
B 65% DESIGN DEVELOPMENT 05/16/19
C 95% CONSTRUCTION DOCUMENTS 10/18/19
HORIZONTAL SLOTS
3/16
2 1/2"
2 1/2"
1/2" THICK PLATE
3/16
EXIST. CONC. WALL
(V.I.F.)
PLATE
13"X1/2"X1'-1"
9"
HSS 6X6
CUT EXISTING DECK TO
EXPOSE TOP OF COLUMN
1/4
6" X 1/2" STIFF
PLATE; EACH SIDE
1/2" CAP PLATE
3/8
(E)W21(SL)
1/4
HSS 6X6
W16
1/4" FULL DEPTH
STIFF/ SHEAR
PLATE
HORIZONTAL SLOTS
3/16
2 1/2"
2 1/2"
1/2" THICK PLATE
3/16
W12
1/2" CAP PLATE
T/EXIST. WALL EL.
21'-9" (V.I.F.)
T/STL. EL. 21'-10"
EXIST. CONC.
WALL (V.I.F.)
1/2" PLATE
PLATE
12"X1/2"X13"9
9"
1/2" PLATE
8"
6"
(E)W12 (E)W12
W161" WELDED CAP PLATE (TYP)
HSS6X6 ROOF POST
EXIST. COLUMN
CUT EXIST. ROOF DECK
TO ACCESS COLUMN
1/4" WELDED STIFF. PLATES
BEARING PLATE
WALL FACE; REFER TO
ARCH. DWGS.
STUB POST; SEE DETAIL
3/S-502-SP
POUR STOP
(2) WELDED STIFF. PLATES;
EACH SIDE
WALL FACE; REFER TO
ARCH. DWGS
CONC. SLAB ON MTL. DECK
W16
POUR STOP
HSS6X6 POST
UP TO ROOF
ARCH. DWGS
REFER TO
1/4
1" SCORED OR
SAWCUT CONTRACTION
JOINT
1/4" R. FORMED
JOINTS ONLY
1/4" DEEP SCORED
JOINTS
CLASS 'B' CONCRETE
4" COMPACTED
CRUSHED STAONE
EXP. JOINT W/ 1/4"
BITUMUINOUS JOINT
FILLER
P
LA
N
S
EE
60'-0" MAX.
EXP. JT. TO EXP. JT.
TYP
NOTE 7
P
LA
N S
EE
NOTES:
1. EXPANSION JOINTS SHALL BE LOCATED WHERE SIDEWALK ABUTS
CONCRETE DRIVEWAYS, CURB OR OTHER ADJACENT STRUCTURES.
2. ONE-HALF INCH BITUMINOUS JOINT FILLER SHALL BE INSTALLED AT
EXPANSION JOINT LOCATIONS AND SHALL EXTEND THE FULL DEPTH OF
THE CONCRETE.
3. 1" DEEP CONTRACTION JOINTS SHALL BE PLACED AT INTERVALS OF
APPROXIMATELY 15' [4572mm] OR AT A SPACING THAT MATCHES THE
ADJACENT CURB.
4. FORMED CONTRACTION JOINTS SHALL BE FINISHED WITH A TOOL HAVING A
1/4" [6mm] RADIUS.
5. SCORED JOINTS SHALL BE 1/4" [6mm] DEEP AND PLACED AT THE
SPACING INDICATED FOR THE WIDTH OF SIDEWALK OR MATCH SCORED
JOINTS OF ADJACENT CURB.
6. CONCRETE SHALL BE FINISHED BY MEANS OF A FLOAT, STEEL TROWELLED
AND BROOMED WITH A FINE BRUSH IN A TRANSVERSE DIRECTION.
7. 1/4" DEEP SCORED JOINTS (TYP) SPACED AT 6' [1829mm] OR EQUAL
TO SIDEWALK WIDTH
PLAN
EXPANSION AND SCORED JOINT DETAIL
1/4
W12
PIPE POST
CUT EXIST. ROOFING &
DECK TO EXPOSE BEAM
EXIST. ROOFING
EXIST. ROOF
DECK
NOTE:
RETURN EXISTING ROOFING TO WEATHERTIGHT CONDITION.
REFER TO ARCHITECTURAL DRAWINGS.
EXIST. FOOTING
SELECTIVELY DEMOLISH
PORTION OF EXIST. WALL;
REFER TO ARCH DWGS.
1' - 3"
T/WALL EL. V.I.F.
EXIST. CONC. WALL;
V.I.F.
EXIST. CMU WALL;
V.I.F.
R
EF
C H
D W G S
EXIST. GRADE
EXIST. REINF.
NOTE: COAT ALL EXPOSED
REBAR WITH CORROSION
INHIBITOR
V
IF
T/EXIST. PAVING
T/EXIST. FND.
EL. V.I.F.
EXIST. FOOTING
V.I.F.
1' - 3"
T/WALL EL. V.I.F.
EXIST. CONC. WALL;
V.I.F.
EXIST. WALL; V.I.F.
R
EF
C H
D W G S
L5X3 1/2 X3/8" LLV
GALV. LINTEL W/ 8"
BEARING EACH END
FILL W/GROUT
SADDLE; REFER TO
ARCH. DWGS
EXIST. REINF.
CONC. PAD
SLAB-ON-GRADE
T/EXIST. FND.
EL. V.I.F.
EXIST. PAVING
SEE PLAN
NOTE:
COORDINATE OPENING LOCATION AND SIZE WITH ELECTRICAL DRAWINGS.
(E
W X
W X
W8X15
(E) W12X16
(E) W12X16
SLAB
OPENING
TYP
2"
TY
P
S
EE
P
LA
N
SLAB EDGE
EXIST. ROOF
FRAMING (TYP)
HSS6X6 UP TO ROOF
W8
1/4
1/4
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
JOHN D. DINGELL
VA MEDICAL CENTER
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseENGINEER OF RECORD MILLER-REMICK LLC
PROFESSIONAL ENGINEERCONSULTANT
321 4 5 6 7 8 9 10
PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE
WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE
PROFESSIONAL ENGINEEER
MR PROJECT NO:
o n e e ig e fo o t o n e q u a rt e r in c e fo o t th re e e ig th s in c e fo o t o n e h e fo o t th re e q u a rt e r in c e fo o t n e in c e fo o t n e a n d o n e h e fo o t re e in c e fo o t
NORTH
SOUTH
PARKING
NORTH
PARKING
BLDG 103
ENERGY CENTER
BLDG 101
GEN STA
ACTUAL
NORTH
S-502-SP
STRUCTURAL
SECTIONS AND DETAILS
SOUTH GENERATOR STATION
INSTALLATION OF ELECTRICAL
SWITCHGEAR ENCLOSURES
JOHN D. DINGELL VAMC,
DETROIT, MI
553-16-101
Project Director
2020-04-27 ER DS0499-0107
ISSUED FOR BID
GENERAL NOTES
1. REFER TO DWGS S-001 GENERAL NOTES.
2. REFER TO ARCHITECTURAL AND MEP DRAWINGS FOR MORE INFORMATIOM.
3. ALL EXTERIOR STEEL TO HAVE HOT-DIP GALVANIZED FINISH.
NO. DESCRIPTION DATE
A 35% DESIGN DEVELOPMENT 11/19/18
B 65% DESIGN DEVELOPMENT 05/16/19
C 95% CONSTRUCTION DOCUMENTS 10/18/19
T/EXIST. FOOTING
EL. -4'-9" (V.I.F.)
CONC. PAD; FOR REINF.
SEE DETAIL 7/S-501-SP
V .I .F
FIRST FLOOR
EL. 0'-0"
T/EXIST. GRADE
EL. -2'-0" (V.I.F.)
EXIST. GRADE
BEAM
EXIST. WALL (V.I.F.)
EXIST. WALL
E.J. W/EXABLE
FILLERT/FTG WALL GRADE
EL. -1'-1" (V.I.F.)
EXIST. FOUNDATION WALL (V.I.F.)
T/EXIST. PAVING
EL. -1'-7"
1/4"
GAP
C8X13.7
W12
W8
STL GRATING
SLAB ON DECK;
SEE PLAN
POUR STOP
WALL; REFER TO ARCH DWGS
S-503-SP
W12
C8X13.7 STL. GRATING
W8
HSS POST; SEE PLAN
ROOF PAD
T/EXIST. SLOPED ROOF
T/GRATING
W8;
SEE PLAN
MITERED STRINGER;
ATTACH TO W8
W8
W8
HSS; SEE PLAN
W12
T/GRATING
W8
W8
1/2" CAP PLATE
6" COMPACTED
POUROUS FILL ON
COMPACTED SUBGRADE
#4 @ 12" T&B EW
E.J.
STAIRS; REFER TO ARCH. DWGS.
CLIP ANGLE W/ 1/2" DIA
SST ADHEVIVE ANCHOR
PAVING; SEE DETAIL
10/S-502-SP
SEE PLAN
TURN DOWN SLAB
11"
#4 DOWELS
NOTE: FOR INFO NOT SHOWN
SEE DETAIL 7/S-501-SP
HSS POST; SEE PLAN
(4) 3/4" DIA. ADHESIVE ANCHORS
W/ 6" EMBEDMENT (TYP)
BASE PLATE; SEE DETAIL
13/S-501-SP
T/EXIST. FOOTING
EL. -4'-9" (V.I.F.)
EPOXY DOWELS @ MID DEPTH
W/6" EMBED; MATCH NEW
FOOTING REINF.
SEE PLAN
V .I .F
FIRST FLOOR
EL. 0'-0"
T/EXIST. GRADE
EL. -2'-0" (V.I.F.)
EXIST. GRADE
BEAM
SEE PLAN
EXIST. WALL (V.I.F.)
EXIST. WALLT/FTG WALL GRADE
EL. -1'-2" (V.I.F.)
EXIST. FOUNDATION WALL (V.I.F.)
T/PAVING EL.
REFER TO ARCH DWGS
EXIST. DRAIN LINE (V.I.F.);
PROVIDE 3/4" FELT JOINT
(3 SIDES)
V.I.F.
E.J. (TYP)
10" THK PAVING
NEW CONC. FND. MATCH EXIST;
FORM FDN. AROUND EXIST.
DRAIN LINE
SEE PLAN
(3) #4 @3"
(8) #4 VERT.
#4 TIES @12"
(3) #4 @3"
(6) #4
(3) #4
(3) #4
(6) #4
(3) #4
EXIT VESTIBULE FDN
(V.I.F.)
NEW VESTIBULE DOOR;
REFER TO ARCH DWGS
MATCH EXIST. VESTIBULE ELEV
10" THICK CONC PAD W/#4
@12" TOP, EW; PROVIDE ADD'L
BARS AROUND PIER BLOCKOUT
1/2" JOINT FILLER
1/2" JOINT FILLER AROUND PIER
EXIST. VESTIBULE SLAB
5" SLOPED UNREINFORCED
CONC PAVING; SEE
10/S-502-SP
PLATFORM POST
BEYOND
PIER BEYOND
FOOTING F2; SEE
7/S-503-SP
NOTE: REFER TO 8/S-503-SP
FOR INFORMATION NOT SHOWN.
SLOPE T/CONC PAVING
1/2" AWAY FROM DOOR
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
JOHN D. DINGELL
VA MEDICAL CENTER
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseENGINEER OF RECORD MILLER-REMICK LLC
PROFESSIONAL ENGINEERCONSULTANT
321 4 5 6 7 8 9 10
PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE
WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE
PROFESSIONAL ENGINEEER
MR PROJECT NO:
o n e e ig e fo o t o n e q u a rt e r in c e fo o t th re e e ig th s in c e fo o t o n e h e fo o t th re e q u a rt e r in c e fo o t n e in c e fo o t n e a n d o n e h e fo o t re e in c e fo o t
S-503-SP
SECTIONS AND DETAILS
SOUTH GENERATOR STATION
INSTALLATION OF ELECTRICAL
SWITCHGEAR ENCLOSURES
JOHN D. DINGELL VAMC,
DETROIT, MI
553-16-101
Project Director
2020-04-27 ER Author0499-0107
ISSUED FOR BID
GENERAL NOTES
1. REFER TO DWGS S-001 GENERAL NOTES.
2. REFER TO ARCHITECTURAL AND MEP DRAWINGS FOR MORE INFORMATIOM.
3. ALL EXTERIOR STEEL TO HAVE HOT-DIP GALVANIZED FINISH.
NO. DESCRIPTION DATE
A 35% DESIGN DEVELOPMENT 11/19/18
B 65% DESIGN DEVELOPMENT 05/16/19
C 95% CONSTRUCTION DOCUMENTS 10/18/19
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
JOHN D. DINGELL
VA MEDICAL
CENTER
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseENGINEER OF RECORDCONSULTANT
321 4 5 6 7 8 9 10
PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE
WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE
PROFESSIONAL ENGINEEER
MR PROJECT NO:
o n e e ig e fo o t o n e q u a rt e r in c e fo o t th re e e ig th s in c e fo o t o n e h e fo o t th re e q u a rt e r in c e fo o t n e in c e fo o t n e a n d o n e h e fo o t re e in c e fo o t
NORTH
SOUTH
PARKING
NORTH
PARKING
BLDG 103
ENERGY CENTER
BLDG 101
GEN STA
ACTUAL
NORTH
DESCRIPTION
35% DESIGN DEVELOPMENTA 11/19/18
65% DESIGN DEVELOPMENTB 05/16/19
95% CONSTRUCTION DOCUMENTSC 10/18/19
ISSUED FOR BIDS - FINAL REVIEWD 02/10/20
ISSUED FOR BIDS0 04/27/20
GI101-EC
LIFE SAFETY PLANS, NOTES, ABBREVIATIONS
AND SYMBOLS
INSTALLATION OF ELECTRICAL
SWITCHGEAR ENCLOSURES
JOHN D. DINGELL VAMC,
DETROIT, MI
553-16-101
2020-04-27 JG MAT0499-0107
ISSUED FOR BIDS
FULLY SPRINKLERED
NO.
AI
NI
GR
IV
FOHTLAEWNO
M M
O
C JOSEPH H. TROST
ARCHITECT
NO. DATE
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
JOHN D. DINGELL
VA MEDICAL
CENTER
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseENGINEER OF RECORDCONSULTANT
321 4 5 6 7 8 9 10
PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE
WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE
PROFESSIONAL ENGINEEER
MR PROJECT NO:
o n e e ig e fo o t o n e q u a rt e r in c e fo o t th re e e ig th s in c e fo o t o n e h e fo o t th re e q u a rt e r in c e fo o t n e in c e fo o t n e a n d o n e h e fo o t re e in c e fo o t
NORTH
SOUTH
PARKING
NORTH
PARKING
BLDG 103
ENERGY CENTER
BLDG 101
GEN STA
ACTUAL
NORTH
DESCRIPTION
35% DESIGN DEVELOPMENTA 11/19/18
65% DESIGN DEVELOPMENTB 05/16/19
95% CONSTRUCTION DOCUMENTSC 10/18/19
ISSUED FOR BIDS - FINAL REVIEWD 02/10/20
ISSUED FOR BIDS0 04/27/20
AD101-EC
DEMOLITION PLAN - FIRST FLOOR INSTALLATION OF ELECTRICAL
SWITCHGEAR ENCLOSURES
JOHN D. DINGELL VAMC,
DETROIT, MI
553-16-101
2020-04-27 JG MAT/SKC0499-0107
ISSUED FOR BIDS
FULLY SPRINKLERED
NO.
AI
NI
GR
IV
FOHTLAEWNO
M M
O
C JOSEPH H. TROST
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
JOHN D. DINGELL
VA MEDICAL
CENTER
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseENGINEER OF RECORDCONSULTANT
321 4 5 6 7 8 9 10
PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE
WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE
PROFESSIONAL ENGINEEER
MR PROJECT NO:
o n e e ig e fo o t o n e q u a rt e r in c e fo o t th re e e ig th s in c e fo o t o n e h e fo o t th re e q u a rt e r in c e fo o t n e in c e fo o t n e a n d o n e h e fo o t re e in c e fo o t
NORTH
SOUTH
PARKING
NORTH
PARKING
BLDG 103
ENERGY CENTER
BLDG 101
GEN STA
ACTUAL
NORTH
DESCRIPTION
35% DESIGN DEVELOPMENTA 11/19/18
65% DESIGN DEVELOPMENTB 05/16/19
95% CONSTRUCTION DOCUMENTSC 10/18/19
ISSUED FOR BIDS - FINAL REVIEWD 02/10/20
ISSUED FOR BIDS0 04/27/20
AD102-EC
DEMOLITION PLAN - MEZZANINE INSTALLATION OF ELECTRICAL
SWITCHGEAR ENCLOSURES
JOHN D. DINGELL VAMC,
DETROIT, MI
553-16-101
2020-04-27 JG MAT0499-0107
ISSUED FOR BIDS
FULLY SPRINKLERED
NO.
AI
NI
GR
IV
FOHTLAEWNO
M M
O
C JOSEPH H. TROST
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
JOHN D. DINGELL
VA MEDICAL
CENTER
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseENGINEER OF RECORDCONSULTANT
321 4 5 6 7 8 9 10
PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE
WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE
PROFESSIONAL ENGINEEER
MR PROJECT NO:
o n e e ig e fo o t o n e q u a rt e r in c e fo o t th re e e ig th s in c e fo o t o n e h e fo o t th re e q u a rt e r in c e fo o t n e in c e fo o t n e a n d o n e h e fo o t re e in c e fo o t
NORTH
SOUTH
PARKING
NORTH
PARKING
BLDG 103
ENERGY CENTER
BLDG 101
GEN STA
ACTUAL
NORTH
DESCRIPTION
35% DESIGN DEVELOPMENTA 11/19/18
65% DESIGN DEVELOPMENTB 05/16/19
95% CONSTRUCTION DOCUMENTSC 10/18/19
ISSUED FOR BIDS - FINAL REVIEWD 02/10/20
ISSUED FOR BIDS0 04/27/20
AE101-EC
NEW WORK PLAN-FIRST FLOOR INSTALLATION OF ELECTRICAL
SWITCHGEAR ENCLOSURES
JOHN D. DINGELL VAMC,
DETROIT, MI
553-16-101
2020-04-27 JG MAT0499-0107
ISSUED FOR BIDS
FULLY SPRINKLERED
NO.
AI
NI
GR
IV
FOHTLAEWNO
M M
O
C JOSEPH H. TROST
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
JOHN D. DINGELL
VA MEDICAL
CENTER
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseENGINEER OF RECORDCONSULTANT
321 4 5 6 7 8 9 10
PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE
WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE
PROFESSIONAL ENGINEEER
MR PROJECT NO:
o n e e ig e fo o t o n e q u a rt e r in c e fo o t th re e e ig th s in c e fo o t o n e h e fo o t th re e q u a rt e r in c e fo o t n e in c e fo o t n e a n d o n e h e fo o t re e in c e fo o t
NORTH
SOUTH
PARKING
NORTH
PARKING
BLDG 103
ENERGY CENTER
BLDG 101
GEN STA
ACTUAL
NORTH
DESCRIPTION
35% DESIGN DEVELOPMENTA 11/19/18
65% DESIGN DEVELOPMENTB 05/16/19
95% CONSTRUCTION DOCUMENTSC 10/18/19
ISSUED FOR BIDS - FINAL REVIEWD 02/10/20
ISSUED FOR BIDS0 04/27/20
AE102-EC
NEW WORK PLAN-MEZZANINE INSTALLATION OF ELECTRICAL
SWITCHGEAR ENCLOSURES
JOHN D. DINGELL VAMC,
DETROIT, MI
553-16-101
2020-04-27 JG MAT0499-0107
ISSUED FOR BIDS
FULLY SPRINKLERED
NO.
AI
NI
GR
IV
FOHTLAEWNO
M M
O
C JOSEPH H. TROST
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
JOHN D. DINGELL
VA MEDICAL
CENTER
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseENGINEER OF RECORDCONSULTANT
321 4 5 6 7 8 9 10
PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE
WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE
PROFESSIONAL ENGINEEER
MR PROJECT NO:
o n e e ig e fo o t o n e q u a rt e r in c e fo o t th re e e ig th s in c e fo o t o n e h e fo o t th re e q u a rt e r in c e fo o t n e in c e fo o t n e a n d o n e h e fo o t re e in c e fo o t
NORTH
SOUTH
PARKING
NORTH
PARKING
BLDG 103
ENERGY CENTER
BLDG 101
GEN STA
ACTUAL
NORTH
DESCRIPTION
35% DESIGN DEVELOPMENTA 11/19/18
65% DESIGN DEVELOPMENTB 05/16/19
95% CONSTRUCTION DOCUMENTSC 10/18/19
ISSUED FOR BIDS - FINAL REVIEWD 02/10/20
ISSUED FOR BIDS0 04/27/20
AE301-EC
BUILDING AND WALL SECTIONS INSTALLATION OF ELECTRICAL
SWITCHGEAR ENCLOSURES
JOHN D. DINGELL VAMC,
DETROIT, MI
553-16-101
2020-04-27 JG MAT0499-0107
ISSUED FOR BIDS
FULLY SPRINKLERED
NO.
AI
NI
GR
IV
FOHTLAEWNO
M M
O
C JOSEPH H. TROST
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
JOHN D. DINGELL
VA MEDICAL
CENTER
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseENGINEER OF RECORDCONSULTANT
321 4 5 6 7 8 9 10
PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE
WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE
PROFESSIONAL ENGINEEER
MR PROJECT NO:
o n e e ig e fo o t o n e q u a rt e r in c e fo o t th re e e ig th s in c e fo o t o n e h e fo o t th re e q u a rt e r in c e fo o t n e in c e fo o t n e a n d o n e h e fo o t re e in c e fo o t
NORTH
SOUTH
PARKING
NORTH
PARKING
BLDG 103
ENERGY CENTER
BLDG 101
GEN STA
ACTUAL
NORTH
DESCRIPTION
35% DESIGN DEVELOPMENTA 11/19/18
65% DESIGN DEVELOPMENTB 05/16/19
95% CONSTRUCTION DOCUMENTSC 10/18/19
ISSUED FOR BIDS - FINAL REVIEWD 02/10/20
ISSUED FOR BIDS0 04/27/20
AE402-EC
STAIR AND DETAILS INSTALLATION OF ELECTRICAL
SWITCHGEAR ENCLOSURES
JOHN D. DINGELL VAMC,
DETROIT, MI
553-16-101
2020-04-27 JG MAT0499-0107
ISSUED FOR BIDS
FULLY SPRINKLERED
NO.
AI
NI
GR
IV
FOHTLAEWNO
M M
O
C JOSEPH H. TROST
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
JOHN D. DINGELL
VA MEDICAL
CENTER
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseENGINEER OF RECORDCONSULTANT
321 4 5 6 7 8 9 10
PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE
WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE
PROFESSIONAL ENGINEEER
MR PROJECT NO:
o n e e ig e fo o t o n e q u a rt e r in c e fo o t th re e e ig th s in c e fo o t o n e h e fo o t th re e q u a rt e r in c e fo o t n e in c e fo o t n e a n d o n e h e fo o t re e in c e fo o t
NORTH
SOUTH
PARKING
NORTH
PARKING
BLDG 103
ENERGY CENTER
BLDG 101
GEN STA
ACTUAL
NORTH
DESCRIPTION
35% DESIGN DEVELOPMENTA 11/19/18
65% DESIGN DEVELOPMENTB 05/16/19
95% CONSTRUCTION DOCUMENTSC 10/18/19
ISSUED FOR BIDS - FINAL REVIEWD 02/10/20
ISSUED FOR BIDS0 04/27/20
AE601-EC
DOOR SCHEDULES, SIGNAGE, NOTES AND
DETAILS
INSTALLATION OF ELECTRICAL
SWITCHGEAR ENCLOSURES
JOHN D. DINGELL VAMC,
DETROIT, MI
553-16-101
2020-04-27 JG MAT0499-0107
ISSUED FOR BIDS
FULLY SPRINKLERED
NO.
AI
NI
GR
IV
FOHTLAEWNO
M M
O
C JOSEPH H. TROST
File details come from the government source that posted it. Updated .