0001 Attachment 2c Combined Drawings Construct Addition and Renovated Bldg 60.pdf
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- Attached to
- Y1DA--589-703 Construct Addition and Renovate Community Living Center, Building 60 (VA-24-00028736)
- Solicitation number
- 36C77624B0019
About this file
This document is a set of combined drawings for Construct Addition and Renovated Building 60, which is part of the federal contract opportunity with Solicitation Number 36C77624B0019. The contract is for the Department of Veterans Affairs Technology Acquisition Center Austin to construct an addition and renovate the Community Living Center, Building 60 (VA-24-00028736). The drawings provide the technical specifications and engineering details for the construction and renovation work required under this contract opportunity. No further details about the required products, services, timeline, or pricing are provided in this specific document.
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A
B B
L4x4x3/8" x (COL WIDTH +2") T&B
TS BEAM
SEE PLAN
STEEL COL
SEE PLAN
NOTE:
WHERE TS BEAM IS NOT CENTERED
ON COLUMN, INCREASE ANGLE
LENGTH AS REQ'D
GRID
1'-4" MAX
4" MIN.
36" MAX
4 1/2" MIN.
COLUMN OR
BEAM
COLUMN OR
BEAM FLANGE
4" M
IN
1' -4
M
A X
M A
X
1/ 2"
M
IN
1" MIN. 1" MIN.
3" MIN.
1" MIN. 1" MIN.
3" MIN. 3" MIN.
3" M
IN
1" MIN.
SINGLE LINE SPACING
MULTIPLE LINE SPACING PLAN
WHERE MULTIPLE LINE
SPCG IS REQ'D AT A BM
w/ A FLANGE WIDTH LESS
THAN 5" SPACE THUS.
NOTES:
1. STUDS SHALL BE TYPE S3L, ¾"Ø AS MANUFACTURED BY NELSON
STUD DIVISION, OR APPROVED EQUAL. STUDS SHALL HAVE PROPER
FERRULES FOR WELD-THRU DECK APPLICATIONS.
2. STUD (AFTER WELDING) SHALL PROJECT A MIN. OF 1 ½" ABOVE TOP
METAL DECK AND THERE SHALL BE A MIN. OF 1" CONCRETE ABOVE
STUDS. STUDS SHALL BE WELDED PER MANUFACTURER'S
RECOMMENDATIONS.
3. STUDS SHALL BE ATTACHED DIRECTLY OVER WEB UNLESS THE BM
FLANGE THICKNESS IS 0.3 OR THICKER FOR ¾"Ø STUDS.
TOWARDS
SUPPORTS
MID-SPAN OF BEAM
PLACE STUD AWAY FROM
MID-SPAN OF BEAM. CLOSER
TOWARDS THE SUPPORTS.
STRONG SIDE OF FLUTES
3/4"Ø x 5-3/16" TALL HEADED
STUDS
COLUMN OR
BEAM CL
TOWARDS
SUPPORTS
SEE PLAN FOR HEADED
STUDS ON BEAMS
< 6"
6" - 12"
PL THICK
3/16"
1/4"
"L" WELD "W"
1/8"
3/16"
NOTES:
1. THIS DETAIL SHALL NOT APPLY
IF BEAM FLANGE IS LESS THAN
5" WIDE AND SLAB EDGE DIST "L"
IS GREATER THAN 10".
2. HOOKED DWLS ARE NOT REQ'D
IF "L" < 6".
3. OUTLOOK L4X4X1/4" WITH
L4X4X1/4" BRACE @ 2'-6" OC
WHEN DECK DIMENSION
EXCEEDS 12". MAX LENGTH 18"
"W" 2-12
BENT PLATE
PER SCHEDULE
W BEAM, SEE PLAN
w/ FLANGES 4" WIDE OR LESS)
2" MIN.; (EXCEPTION: 1" MIN. FOR BEAMS
"L"
DOWEL
#3 @ 18" OC
2"
1" MAX
2' - 0"
1"
DWL w/ 180° STD HOOK.
SEE SCHEDULE FOR SIZE
AND SPACING
1/2"Ø x 5" HEADED STUDS, MATCH REINF DWL
SPACING (24" MAX)
CONC SLAB w/
REINF, SEE PLAN
W BEAM, SEE PLAN
12" - 18" 3/8" 3/16" #3 @ 18" OC
SEE MEP
OPENING DIMENSION
3/16 2@12
T/O STEEL ELEV
SEE PLAN
SEE MEP
OPENING DIMENSION
T/O STEEL ELEV
SEE PLAN
SEE ARCH DWGS FOR
CURB DETAILS, TYP
L3-1/2x3-1/2x1/4" NEAR SIDE
& FAR SIDE OF OPENING
STEEL BEAM, SEE PLAN
L3x3x1/4" CONT CLOSURE ANGLE FRAME w/ POURSTOP
SECTION A-A
SECTION B-B
DECK SPAN
W
ID
TH
(2)-#5 BARS EA SIDE
OF OPENING EXTENDED
2'-0" PAST OPENING
CUT DECK OUT ONLY AFTER
CONCRETE HAS ATTAINED
75% OF ITS DESIGN STRENGTH
(1)-#5 x 4'-0" DIAG
EA CORNER
ADJACENT BEAMS
SUPPORTING DECK
3" TYP
NOTE:
THIS DETAIL APPLIES TO OPENINGS WHERE THE "WIDTH" IS 10" TO 2'-0"
OMIT #5 BARS AT OPENINGS LESS THAN 10" IN WIDTH. OPENINGS
GREATER THAN 2'-0" MUST BE FRAMED WITH STEEL BEAMS.
NOTE:
REINFORCEMENT SHOWN OVER GIRDERS IS IN ADDITION TO THE
TYPICAL SLAB REINFORCEMENT SPECIFIED ON THE DRAWING.
6" MIN. 6" MIN.
ADD'L #4 x 1' - 6" @ 12"
CENTERED OVER GIRDERS
STEEL FLOOR DECK
STEEL GIRDER
C
LR
C O
V E
R
CONTINUOUS HIGH
CHAIRS FOR STEEL
DECK (CRSI TYPE CHCM)
@ 48" MAXIMUM.
W BEAM
FLOOR DECK
ARCH'L FINISH
SEE ARCH
HSS5x5x1/4"
@ 3'-0" OC MAX
AND 6" FROM
EACH END
7' -2
M
A X
CONT L6x4x5/16"
(LLH)
CONT L6x6x1/2" BTWN BEAMS
WELDED TO BOT OF FLANGE
GRID
L6x6x1/2" @
3'-0" OC MAX
SEE FOR
TYPICAL EDGE DETAILS
W BEAM
1/2"
TO DOOR/WINDOW
SEE ARCH
/1 SF501 CONTRACTOR TO ENSURE BRACING
IS ABOVE THE CEILING.
COORDINATE WITH ARCH.
CONT L6x6x1/2"
CONT L6x4x3/8"
(LLV)
GRID
SLIDING CLIPS
ATTACHED TO CFMF
BENT PLATE
CONCRETE SLAB
ON METAL DECK
PERIMETER BEAM
CFMF - BY CFMF CONTRACTOR
CONT L4x3x¼" (LLH)
OR 1/4" BENT PLATE
TOS
W BEAM
ARCH'L FINISH,
SEE ARCH
L3x3x1/4" @ 3'-0" OC
SEE FOR
TYPICAL EDGE DETAILS
/1 SF501
SEE ARCH
GRID
CFMF - BY CFMF CONTRACTOR BENT PLATE
CONC SLAB ON METAL DECK
W BM
CONT L4x3x¼" (LLH)
OR 1/4" BENT PLATE
TOS
SLIDING CLIPS ATTACHED TO
NON-STRUCTURAL FRAMING
PERIMETER BEAM
ARCH'L FINISH,
SEE ARCH
L3x3x1/4" @ 3'-0" OC
CFMF - BY CFMF CONTRACTOR
SEE FOR
TYPICAL EDGE DETAILS
1/2"
/1 SF501
SEE ARCH
GRID
SLIDING CLIPS ATTACHED TO
NON-STRUCTURAL FRAMING
BENT PLATE,
SEE
ROOF
ROOF SLAB
PERIMETER BEAM
CFMF - BY CFMF
CONTRACTOR
TOS
W BEAM
ARCH'L FINISH,
SEE ARCH
SEE ARCH
CONT L4x3x¼" (LLH) OR 1/4" BENT PLATE L3x3x1/4" @ 3'-0" OC
2'
6"
GALV WT4x33.5 @ 6'-0" OC
1/2" THK 10" SQ GALV CAP
PLATE
6"Ø STD GALV PIPE
COLUMN @ 6'-0" OC
CONT GALV L6x4x5/16" (LLH)
GALV EMBED PLATE,
SEE DETAIL
CFMF PARAPET AND
CONNECTION TO THE
STRUCTURE BY CFMF
CONTRACTOR
3' - 0"
CFMF - BY CFMF
CONTRACTOR
TOP OF PARAPET
SEE ARCH
SEE FOR
TYPICAL EDGE DETAILS
1/2"
/1 SF501
L4x4x1/4" OUTLK
@ 3'-0" OC PROVIDE
L4x4x1/4" BRACE IF EDGE
DIMENSION EXCEEDS 12"
/9 SA051
3" SEISMIC
EXPANSION JOINT
EXISTING BUILDING
WALL VIF
/1 SF501
th re e in c h e s o n e fo o t th re e in c h e s o n e fo o t th re e in c h e s o n e fo o t th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t
00 00
11 11 o n e in c h o n e fo o t o n e in c h o n e fo o t o n e in c h o n e fo o t o n e in c h o n e fo o t
00 00
22 22 th re e q u a rt e rs in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t
00 00 22 22 o n e h a lf in c h o n e fo o t o n e h a lf in c h o n e fo o t o n e h a lf in c h o n e fo o t o n e h a lf in c h o n e fo o t
00 00 44 44 th re e e ig h th s in c h o n e fo o t th re e e ig h th s in c h o n e fo o t th re e e ig h th s in c h o n e fo o t th re e e ig h th s in c h o n e fo o t
00 00 44 44 o n e q u a rt e r in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t
00 00 44 44
88 88 o n e e ig h th in c h o n e fo o t o n e e ig h th in c h o n e fo o t o n e e ig h th in c h o n e fo o t o n e e ig h th in c h o n e fo o t
00 00 44 44
88 88
A
B
C
D
E
F
Veterans Health
Administration
VA FORM 08-6231
Drawing Title Project Title
Location
Date Checked Drawn
Project Number
CONSULTANTS:
Drawing # OF
VA Health Care System Approval:
ARCHITECT:
SPUR DESIGN, LLC
312 SW 25TH STREET
Oklahoma City, OK 73109
(405) 842-6100
ARCH REG. NO. A-930 EXP. 12/31/2023
ENGR REG. NO. E-2586 EXP. 12/31/2023
STRUCTURAL/CIVIL
ENGINEER
H2B
1225 N. LOOP W #800
HOUSTON, TX 77008
(713) 864-2900
MECH / ELEC / PLUMB / TECH
ENGINEER
SPUR DESIGN
11020 KING STREET, STE 350
OVERLAND PARK, KS 66210
(913) 369-7200
FIRE PROTECTION ENGINEER
POOLE FIRE PROTECTION, INC.
19910 WEST 161ST STREET
OLATHE, KANSAS 66062
(913) 829-8690
FULLY SPRINKLERED
LANDSCAPE ARCHITECT
CLS & ASSOCIATES
825 N. BROADWAY AVE, STE 315
OKLAHOMA, OK 73102
(405) 525-2220
HEALTHCARE/MED
EQUIPMENT PLANNER
INNOVA GROUP
3196 N. SWAN ROAD
TUCSON, AZ 85712
(520) 886-8650
PHYSICAL SECURITY
FORCE PROTECT SECURITY
CONSULTANTS,
10901 FRONT BEACH RD, UNIT 1415
PANAMA CITY BEACH, FL 32407
(502) 836-4232
1 2 3 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
A
B
C
D
E
F
STAMP:
Drawing Number
Building Number
FOOD & BEVERAGE
PLANNER
STURM CONSULTING
5838 S. HUDSON PLACE
TULSA, OK 74135
(918) 260-0667
ENVIRONMENTAL
ENGINEER
RIVERFRONT ENVIRONMENTAL
1139 OLIVE STREET, STE 300
ST. LOUIS, MO 63101
(314) 436-9492
SPUR #: 2015
09/06/23
/3
/2
:3 :3
P
M
FLOOR FRAMING DETAILS
ZAFSJB
BID DOCUMENTS
ADDITION AND RENOVATION
OF CLC
09/06/2023
589-703
ROBERT J. DOLE VA MEDICAL CENTER
5500 EAST KELLOGG, BLDG. 60
WICHITA, KS 67218
SF501
NTS9
TYPICAL TUBE TO COLUMN CONN DETAIL
NTS6
COMPOSITE BEAM SHEAR STUD LAYOUT DETAIL
NTS1
TYPICAL EDGE DETAIL
NTS2
TYPICAL FRAMING AT FLOOR OPENING
NTS4
TYPICAL DETAIL OF OPENINGS IN COMPOSITE SLABS
NTS3
TYP ADD'L REINF AT INTERIOR GIRDERS
NTS5
DETAIL AT DOOR/WINDOW OPENING
NTS8
DETAIL AT PERIMETER
NTS7
DETAIL AT PERIMETER
NTS10
DETAIL AT ROOF PARAPET AT EXISTING
No. REVISION DESCRIPTION DATE
GRID
TOS
FLOOR DECK
BRICK, SEE
ARCH
STEEL BEAM,
SEE PLAN
CFMF, SEE
ARCH
C6x13 WELDED TO AND
SPANNING IN BETWEEN
BEAMS. CHANNEL SHALL
BE PLACED UNDER BRICK.
SEE ARCH
SEE SA051
FOR CONN
STEEL BEAM,
SEE PLAN
GRID
FLOOR DECK CFMF
C4x5.4 @ 4'-0"
OC & @ ENDS
BRICK,
SEE ARCH
SEE ARCH
BM, SEE PLAN
TOS
BM, SEE PLAN
C4x5.4 WELDED TO AND
SPANNING IN BETWEEN
CHANNELS. CHANNEL
SHALL BE PLACED UNDER
BRICK.
GRID
SLIDING CLIPS ATTACHED TO
NON-STRUCTURAL FRAMING
BENT PLATE,
SEE
ROOF
ROOF SLAB
PERIMETER BEAM
CFMF - BY CFMF
CONTRACTOR
TOS
W BEAM
ARCH'L FINISH,
SEE ARCH
SEE ARCH
CONT L4x3x¼" (LLH)
OR 1/4" BENT PLATE
L3x3x1/4" @ 3'-0" OC
2'
6"
GALV LL4x4x5/16", 0" GAP
@ 6'-0" OC
1/2" THK 10" SQ GALV CAP
PLATE
6"Ø STD GALV PIPE
COLUMN @ 6'-0" OC
CONT GALV L6x4x5/16" (LLH)
GALV EMBED PLATE,
SEE DETAIL
CFMF PARAPET AND
CONNECTION TO THE
STRUCTURE BY CFMF
CONTRACTOR
3' - 0"
CFMF - BY CFMF
CONTRACTOR
TOP OF PARAPET
SEE ARCH
SEE FOR
TYPICAL EDGE DETAILS
1/2"
/1 SF501
L4x4x1/4" OUTLK
@ 3'-0" OC PROVIDE
L4x4x1/4" BRACE IF EDGE
DIMENSION EXCEEDS 12"
/9 SA051
/1 SF501
3'
8" 4'
2"
4'
2"
HSS 3 1/2 x 3 1/2 x 1/4" @ 8'-0" OC MAX
TOP OF
ROOFING
W BEAM
HSS 3 1/2 x 3 1/2 x 1/4"
HSS 3 1/2 x 3 1/2 x 1/4"
2'
7"
2'
7"
1/2" THK CAP
PLATE
1/4" THK CAP
PLATE
TYP
7'
RF FRAMING PLAN
14'-6"
TOS
19'-2"
TOS
26'-6"
STIFFENER PLATE EACH
SIDE TO MATCH BEAM
WEB THICKNESS
STIFFENER PLATE EACH
SIDE TO MATCH BEAM
WEB THICKNESS
NOTE:
1. TUBE STEEL TO BE HOT-DIPPED
GALVANIZED
2. ALL FIELD WELDS TO BE GROUND
SMOOTH AND TOUCHED UP WITH
ZINC RICH PAINT
HSS POST - SEE PLAN
TOS
22'-10"
SEE PLAN
GRID
CFMF - BY CFMF CONTRACTOR
BENT PLATE,
SEE
ROOF SLAB
W BM
CONT L4x3x¼" (LLH)
OR 1/4" BENT PLATE
TOS
SLIDING CLIPS ATTACHED TO
NON-STRUCTURAL FRAMING
PERIMETER BEAM
ARCH'L FINISH,
SEE ARCH
SEE ARCH
L3x3x1/4" @ 3'-0" OC
ROOF
ROOF SLAB
GALV LL4x4x5/16", 0" GAP
@ 6'-0" OC
1/2" THK 10" SQ GALV CAP
PLATE
6" Ø STD GALV PIPE
COLUMN @ 6'-0" OC
CONT GALV L6x4x5/16" (LLH)
GALV EMBED PLATE,
SEE DETAIL
CFMF PARAPET AND
CONNECTION TO THE
STRUCTURE BY CFMF
CONTRACTOR
TOP OF PARAPET
SEE ARCH
3' - 0"
2'
6"
SEE FOR
TYPICAL EDGE DETAILS
1/2"
/1 SF501
L4x4x1/4" OUTLK
@ 3'-0" OC PROVIDE
L4x4x1/4" BRACE IF EDGE
DIMENSION EXCEEDS 12"
/9 SA051
/1 SF501
CFMF - BY CFMF
CONTRACTOR
GRID
EDGE ANGLE,
SEE
ROOFING
ROOF DECK
PERIMETER BEAM
CFMF - BY CFMF
CONTRACTOR
TOS
W BEAM
ARCH'L FINISH,
SEE ARCH
CONNECTION TO THE
STRUCTURE BY CFMF
CONTRACTOR. SLIDING CLIPS
ATTACHED TO EDGE ANGLE
OR DECK
CFMF - BY CFMF
CONTRACTOR
TOP OF PARAPET
SEE ARCH
SEE FOR
TYPICAL EDGE DETAILS
/6 SA050
L4x4x1/4" OUTLK
@ 3'-0" OC PROVIDE
L4x4x1/4" BRACE IF EDGE
DIMENSION EXCEEDS 12"
1/2"
SEE ARCH
/1 SF501
SEE PLAN
GRID
EDGE ANGLE,
SEE
ROOFING
ROOF DECK
PERIMETER BEAM
CFMF - BY CFMF
CONTRACTOR
TOS
ARCH'L FINISH,
SEE ARCH
CONNECTION TO THE
STRUCTURE BY CFMF
CONTRACTOR. SLIDING CLIPS
ATTACHED TO EDGE ANGLE
OR DECK
CFMF - BY CFMF
CONTRACTOR
TOP OF PARAPET
SEE ARCH
SEE FOR
TYPICAL EDGE DETAILS
/6 SA050
JOIST, SEE PLAN
SEE ARCH
L4x4x1/4" OUTLK
@ 3'-0" OC PROVIDE
L4x4x1/4" BRACE IF EDGE
DIMENSION EXCEEDS 12"
/1 SF501
SEE PLAN
th re e in c h e s o n e fo o t th re e in c h e s o n e fo o t th re e in c h e s o n e fo o t th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t
00 00
11 11 o n e in c h o n e fo o t o n e in c h o n e fo o t o n e in c h o n e fo o t o n e in c h o n e fo o t
00 00
22 22 th re e q u a rt e rs in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t
00 00 22 22 o n e h a lf in c h o n e fo o t o n e h a lf in c h o n e fo o t o n e h a lf in c h o n e fo o t o n e h a lf in c h o n e fo o t
00 00 44 44 th re e e ig h th s in c h o n e fo o t th re e e ig h th s in c h o n e fo o t th re e e ig h th s in c h o n e fo o t th re e e ig h th s in c h o n e fo o t
00 00 44 44 o n e q u a rt e r in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t
00 00 44 44
88 88 o n e e ig h th in c h o n e fo o t o n e e ig h th in c h o n e fo o t o n e e ig h th in c h o n e fo o t o n e e ig h th in c h o n e fo o t
00 00 44 44
88 88
A
B
C
D
E
F
Veterans Health
Administration
VA FORM 08-6231
Drawing Title Project Title
Location
Date Checked Drawn
Project Number
CONSULTANTS:
Drawing # OF
VA Health Care System Approval:
ARCHITECT:
SPUR DESIGN, LLC
312 SW 25TH STREET
Oklahoma City, OK 73109
(405) 842-6100
ARCH REG. NO. A-930 EXP. 12/31/2023
ENGR REG. NO. E-2586 EXP. 12/31/2023
STRUCTURAL/CIVIL
ENGINEER
H2B
1225 N. LOOP W #800
HOUSTON, TX 77008
(713) 864-2900
MECH / ELEC / PLUMB / TECH
ENGINEER
SPUR DESIGN
11020 KING STREET, STE 350
OVERLAND PARK, KS 66210
(913) 369-7200
FIRE PROTECTION ENGINEER
POOLE FIRE PROTECTION, INC.
19910 WEST 161ST STREET
OLATHE, KANSAS 66062
(913) 829-8690
FULLY SPRINKLERED
LANDSCAPE ARCHITECT
CLS & ASSOCIATES
825 N. BROADWAY AVE, STE 315
OKLAHOMA, OK 73102
(405) 525-2220
HEALTHCARE/MED
EQUIPMENT PLANNER
INNOVA GROUP
3196 N. SWAN ROAD
TUCSON, AZ 85712
(520) 886-8650
PHYSICAL SECURITY
FORCE PROTECT SECURITY
CONSULTANTS,
10901 FRONT BEACH RD, UNIT 1415
PANAMA CITY BEACH, FL 32407
(502) 836-4232
1 2 3 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
A
B
C
D
E
F
STAMP:
Drawing Number
Building Number
FOOD & BEVERAGE
PLANNER
STURM CONSULTING
5838 S. HUDSON PLACE
TULSA, OK 74135
(918) 260-0667
ENVIRONMENTAL
ENGINEER
RIVERFRONT ENVIRONMENTAL
1139 OLIVE STREET, STE 300
ST. LOUIS, MO 63101
(314) 436-9492
SPUR #: 2015
09/06/23
/3
/2
:3 :3
P
M
ROOF FRAMING DETAILS
ZAFSJB
BID DOCUMENTS
ADDITION AND RENOVATION
OF CLC
09/06/2023
589-703
ROBERT J. DOLE VA MEDICAL CENTER
5500 EAST KELLOGG, BLDG. 60
WICHITA, KS 67218
SF504
NTS7
DETAIL AT LOW ROOF
NTS
DETAIL AT LOW ROOF
NTS1
DETAIL AT ROOF PARAPET
NTS5
ROOF SCREEN WALL SECTION
NTS2
DETAIL AT ROOF PARAPET
NTS3
DETAIL AT ROOF PARAPET
NTS4
DETAIL AT ROOF PARAPET
A A
A A
A A
ROOF FRAMING
PLAN @ 14'-6" TOS
14' - 6"
E4
ENTRANCE EAVE
16' - 8 3/4"
POST
HSS POST UP
RE:
7' - 6" 7' - 6"
RIDGE ELEV
1.81.2
SEE ARCH
/5 SA051
COPE AS NEEDED
TO A MIN OF 5"
SF505
DECK NOT SHOWN
FOR CLARITY
15' - 0"
7' - 6" 7' - 6" 3' - 3 1/2"
W10 BEAM,
SEE PLAN
W21 BEAM,
SEE PLAN
SF505
SF505
TOS
15' - 11 3/4"
GRID
T/O RIDGE
SEE PLAN
14GA BENT PLATE
TO MATCH ROOF
SLOPE
STEEL BEAM
SEE PLAN
NOTE:
ROOF DECK NOT
SHOWN FOR CLARITY
GRID
CONT 3/16" BENT
PLATE w/ 4" LEGS
SEE ARCH
W BEAM - SEE PLAN
ARCH FINISH,
SEE ARCH
SEE ARCH
W BEAM;
SEE PLAN
TOS ELEV
SEE PLAN
M
IN
5"
L4x4x1/4
EA SIDE
4"
MAX
10 3/4"
HSS 8x6 -
SEE PLAN
CONT L6x4x3/8"
(LLH, GALV)
TOS
SEE PLAN
TO WINDOW
SEE ARCH
BEAM
CEILING
SEE ARCH
M A
X
1/
2"
GRID
CONT 3/16" BENT
PLATE w/ 4" LEGS
SEE ARCH
W BEAM - SEE PLAN
ARCH FINISH,
SEE ARCH
SEE ARCH
W BEAM;
SEE PLAN
TOS ELEV
SEE PLAN
SEE ARCH
PLAN
SEE
GRID
TOS EL
SEE PLAN
TO DOOR
SEE ARCH
M A
X 1/
2"
1/4" CONT PLATE
HSS BM -
SEE PLAN
CFMF BY OTHERS
HSS4x4x1/4" @ EA
CANOPY CONNECTION
ARCH'L FINISH
3/4"x6"x8" PLATE w. HOLES
TO MATCH THOSE REQ'D
BY CANOPY SUPPLIER
BEAM
1/ 2"
C6x8.2 @ 4'-0" OC
CONT 5x5x3/8" (GALV)
EXTERIOR WALL PANEL
RE:ARCH
GC TO PROVIDE SAME 12"x5"x3/8" PLATE WITH HSS4x4 STUB OUT AND CAP PLATE
GC TO VERIFY ALLOWABLE SPAN OF CONT.
ALUMINUM MEMBER WITH CANOPY SUPPLIER AND
PROVIDE PLATE AND STUB OUT AS REQ'D
CONT. ALUMINUM MEMBER CAN BE BOLTED TO
CAP PLATE AS NEEDED.
ALUMINUM CANOPY
MEMBERS BY OTHERS
PROVIDE A 12"x5"x3/8" THICK STEEL PLATE WITH A HSS4x4x5/16" STUB OUT
CENTERED AND WELDED ALL AROUND
ALSO PROVIDE 3/8" CAP PLATE FOR
HSS4x4 STUB OUT
GC TO COORDINATE WITH CANOPY MANUF. FOR
ANTICIPATED CONNECTION TO STRUCTURE. CANOPY
CAN EITHER BE BOLTED TO THE 3/8" THICK STEEL
CAP PLATE OR CAN BE BOLTED TO A 1/2" THICK
KNIFE PLATE (REQUIRED DIMENSIONS BY CANOPY MANUF).
CFMF HEADER, BY
OTHERS
NOTE:
1. CFMF SUPPLIER TO COORD WITH CANOPY
MANUFACTURER EXACT LOADING FROM
CANOPY FOR DESIGN INTO MTL STUD
HEADERS & JAMBS.
2. NEW CFMF HEADER TO BE DESIGNED BY
OTHERS. EXISTING CFMF STUD WALL TO BE
CHECKED FOR ADDITIONAL LOAD FROM
NEW HEADER.
1 1/2" 9" 1 1/2"
5"
SECTION AA
4' - 0" MAX
EXISTING CFMF STUD. CONTRACTOR
TO COORDINATE LOCATIONS OF
EXISTING STUDS IN THE FIELD.
< 6"
6" - 12"
PL THICK
3/16"
1/4"
"L" WELD "W"
1/8"
3/16"
"W" 2-12
BENT PLATE
PER SCHEDULE
W BEAM, SEE PLAN
w/ FLANGES 4" WIDE OR LESS)
2" MIN.; (EXCEPTION: 1" MIN. FOR BEAMS
L
METAL DECK, SEE
PLAN
W BEAM, SEE PLAN
12" - 18" 1/2" 3/16"
18" - 30" 3/8" 1/4"
NOTE:
CONTRACTOR TO
COORDINATE BENT
PLATE SIZE WITH ARCH.
GRID
SEE ARCH
DECK NOT SHOWN
FOR CLARITY
SF505
W10, SEE PLAN
W10, SEE PLAN
W18, SEE PLAN
4x4 BENT PLATE
BM SEAT, IF
REQ'D
DOUBLE ANGLE CONNECTION, SEE
STRUCTURAL STEEL NOTE #12 ON
SHEET SA002 FOR DESIGN
CRITIERIA
th re e in c h e s o n e fo o t th re e in c h e s o n e fo o t th re e in c h e s o n e fo o t th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t
00 00
11 11 o n e in c h o n e fo o t o n e in c h o n e fo o t o n e in c h o n e fo o t o n e in c h o n e fo o t
00 00
22 22 th re e q u a rt e rs in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t
00 00 22 22 o n e h a lf in c h o n e fo o t o n e h a lf in c h o n e fo o t o n e h a lf in c h o n e fo o t o n e h a lf in c h o n e fo o t
00 00 44 44 th re e e ig h th s in c h o n e fo o t th re e e ig h th s in c h o n e fo o t th re e e ig h th s in c h o n e fo o t th re e e ig h th s in c h o n e fo o t
00 00 44 44 o n e q u a rt e r in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t
00 00 44 44
88 88 o n e e ig h th in c h o n e fo o t o n e e ig h th in c h o n e fo o t o n e e ig h th in c h o n e fo o t o n e e ig h th in c h o n e fo o t
00 00 44 44
88 88
A
B
C
D
E
F
Veterans Health
Administration
VA FORM 08-6231
Drawing Title Project Title
Location
Date Checked Drawn
Project Number
CONSULTANTS:
Drawing # OF
VA Health Care System Approval:
ARCHITECT:
SPUR DESIGN, LLC
312 SW 25TH STREET
Oklahoma City, OK 73109
(405) 842-6100
ARCH REG. NO. A-930 EXP. 12/31/2023
ENGR REG. NO. E-2586 EXP. 12/31/2023
STRUCTURAL/CIVIL
ENGINEER
H2B
1225 N. LOOP W #800
HOUSTON, TX 77008
(713) 864-2900
MECH / ELEC / PLUMB / TECH
ENGINEER
SPUR DESIGN
11020 KING STREET, STE 350
OVERLAND PARK, KS 66210
(913) 369-7200
FIRE PROTECTION ENGINEER
POOLE FIRE PROTECTION, INC.
19910 WEST 161ST STREET
OLATHE, KANSAS 66062
(913) 829-8690
FULLY SPRINKLERED
LANDSCAPE ARCHITECT
CLS & ASSOCIATES
825 N. BROADWAY AVE, STE 315
OKLAHOMA, OK 73102
(405) 525-2220
HEALTHCARE/MED
EQUIPMENT PLANNER
INNOVA GROUP
3196 N. SWAN ROAD
TUCSON, AZ 85712
(520) 886-8650
PHYSICAL SECURITY
FORCE PROTECT SECURITY
CONSULTANTS,
10901 FRONT BEACH RD, UNIT 1415
PANAMA CITY BEACH, FL 32407
(502) 836-4232
1 2 3 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
A
B
C
D
E
F
STAMP:
Drawing Number
Building Number
FOOD & BEVERAGE
PLANNER
STURM CONSULTING
5838 S. HUDSON PLACE
TULSA, OK 74135
(918) 260-0667
ENVIRONMENTAL
ENGINEER
RIVERFRONT ENVIRONMENTAL
1139 OLIVE STREET, STE 300
ST. LOUIS, MO 63101
(314) 436-9492
SPUR #: 2015
09/06/23
/3
/2
:3 :4
P
M
STRUCTURAL FRAMING DETAILS
ZAFSJB
BID DOCUMENTS
ADDITION AND RENOVATION
OF CLC
09/06/2023
589-703
ROBERT J. DOLE VA MEDICAL CENTER
5500 EAST KELLOGG, BLDG. 60
WICHITA, KS 67218
SF505
1/2" = 1'-0"
NEW ENTRANCE ELEVATION
NTS2
DETAIL AT RIDGE
NTS3
DETAIL AT ROOF EDGE AT ENTRANCE
NTS4
DETAIL AT WINDOW
NTS6
DETAIL AT ENTRANCE VESTIBULE
NTS7
TYP CANOPY CONNECTION TO STUD WALL
NTS8
TYPICAL EDGE DETAIL
NTS5
DETAIL AT ENTRANCE VESTIBULE
SEE ARCH
SEE PLAN
1/2"
GRID
TO BLKG
SEE ARCH
TOS EL
SEE PLAN
W21 - SEE
PLAN
CEILING - SEE ARCH
ARCH'L FINISH
CONT L6x3 1/2x5/16
(LLH)
CONT L4x4x1/4
SEE DETAIL
FOR INFORMATION NOT
SHOWN /6 SA050
ROOF DECK,
SEE PLAN
L3x3x1/4" OUTLOOK @ 3'-0" OC MAX, PROVIDE L3x3x1/4" BRACE
WITH EDGE DIMENSION
EXCEEDS 12"
SEE ARCH
SEE PLAN
1/2"
GRID
TO BLKG
SEE ARCH
W21 - SEE PLAN
CEILING - SEE ARCH
ARCH'L FINISH
CONT L6x3 1/2x5/16
(LLH)
CONT L4x4x1/4
SEE DETAIL
FOR INFORMATION NOT
SHOWN /6 SA050
ROOF DECK,
SEE PLAN
TOS EL
SEE PLAN
W12 - SEE PLANL3x3x1/4" OUTLOOK @ 3'-0" OC MAX, PROVIDE L3x3x1/4"
BRACE WITH EDGE
DIMENSION EXCEEDS 12"
STL BM
SEE PLAN
CONT L6x3 1/2x5/16
(LLH)
CONT L4x4x3/8
SEE DETAIL FOR
INFORMATION NOT SHOWN
GRID
SEE PLAN
TOS EL
SEE PLAN
TOS EL
SEE PLAN
/2 SF504
ROOF DECK,
SEE PLAN
SEE ARCH
ARCH'L FINISH
SEE DETAIL
FOR EMBED PLATE
/9 SA051
th re e in c h e s o n e fo o t th re e in c h e s o n e fo o t th re e in c h e s o n e fo o t th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t
00 00
11 11 o n e in c h o n e fo o t o n e in c h o n e fo o t o n e in c h o n e fo o t o n e in c h o n e fo o t
00 00
22 22 th re e q u a rt e rs in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t
00 00 22 22 o n e h a lf in c h o n e fo o t o n e h a lf in c h o n e fo o t o n e h a lf in c h o n e fo o t o n e h a lf in c h o n e fo o t
00 00 44 44 th re e e ig h th s in c h o n e fo o t th re e e ig h th s in c h o n e fo o t th re e e ig h th s in c h o n e fo o t th re e e ig h th s in c h o n e fo o t
00 00 44 44 o n e q u a rt e r in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t
00 00 44 44
88 88 o n e e ig h th in c h o n e fo o t o n e e ig h th in c h o n e fo o t o n e e ig h th in c h o n e fo o t o n e e ig h th in c h o n e fo o t
00 00 44 44
88 88
A
B
C
D
E
F
Veterans Health
Administration
VA FORM 08-6231
Drawing Title Project Title
Location
Date Checked Drawn
Project Number
CONSULTANTS:
Drawing # OF
VA Health Care System Approval:
ARCHITECT:
SPUR DESIGN, LLC
312 SW 25TH STREET
Oklahoma City, OK 73109
(405) 842-6100
ARCH REG. NO. A-930 EXP. 12/31/2023
ENGR REG. NO. E-2586 EXP. 12/31/2023
STRUCTURAL/CIVIL
ENGINEER
H2B
1225 N. LOOP W #800
HOUSTON, TX 77008
(713) 864-2900
MECH / ELEC / PLUMB / TECH
ENGINEER
SPUR DESIGN
11020 KING STREET, STE 350
OVERLAND PARK, KS 66210
(913) 369-7200
FIRE PROTECTION ENGINEER
POOLE FIRE PROTECTION, INC.
19910 WEST 161ST STREET
OLATHE, KANSAS 66062
(913) 829-8690
FULLY SPRINKLERED
LANDSCAPE ARCHITECT
CLS & ASSOCIATES
825 N. BROADWAY AVE, STE 315
OKLAHOMA, OK 73102
(405) 525-2220
HEALTHCARE/MED
EQUIPMENT PLANNER
INNOVA GROUP
3196 N. SWAN ROAD
TUCSON, AZ 85712
(520) 886-8650
PHYSICAL SECURITY
FORCE PROTECT SECURITY
CONSULTANTS,
10901 FRONT BEACH RD, UNIT 1415
PANAMA CITY BEACH, FL 32407
(502) 836-4232
1 2 3 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
A
B
C
D
E
F
STAMP:
Drawing Number
Building Number
FOOD & BEVERAGE
PLANNER
STURM CONSULTING
5838 S. HUDSON PLACE
TULSA, OK 74135
(918) 260-0667
ENVIRONMENTAL
ENGINEER
RIVERFRONT ENVIRONMENTAL
1139 OLIVE STREET, STE 300
ST. LOUIS, MO 63101
(314) 436-9492
SPUR #: 2015
09/06/23
/3
/2
:3 :4
P
M
STRUCTURAL FRAMING DETAILS
ZAFSJB
BID DOCUMENTS
ADDITION AND RENOVATION
OF CLC
09/06/2023
589-703
ROBERT J. DOLE VA MEDICAL CENTER
5500 EAST KELLOGG, BLDG. 60
WICHITA, KS 67218
SF506
NTS1
DETAIL AT MULTIPURPOSE ROOM
NTS3
DETAIL AT MULTIPURPOSE ROOM
NTS2
DETAIL AT MULTIPURPOSE ROOM AND HIGH ROOF
th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t
6 Veterans
Health Administration
VA FORM 08-6231
Drawing Title Project Title
Location
Date Checked Drawn
Project Number
Building Number
Drawing Number
CONSULTANTS:
Drawing # of
VA Health Care System Approval:
ARCHITECT:
U.S. Department of Veteran Affairs
SPUR DESIGN, LLC
312 SW 25TH STREET
Oklahoma City, OK 73109
(405) 842-6100
MO ARCH REG. NO. 2012034754, EXP. 12/31/2020
MO ENGR REG. NO. 2014031351, EXP. 12/31/2020
STRUCTURAL/ CIVIL
ENGINEER
H2B
1225 N LOOP W #800
HOUSTON, TX 77008
713-864-2900
FIRE PROTECTION ENGINEER
SPUR DESIGN
312 SW 25TH STREET
OKLAHOMA CITY, OK 73109
405-842-6100
POOLE FIRE PROTECTION
19910 W. 161ST STREET
OLATHE, KS 66062
913-829-8650
HEALTHCARE/ MEDICAL
EQUIPMENT PLANNER
INNOVA GROUP
3196 N SWAN ROAD
TUCSON, AZ 85712
520-886-8650
LANDSCAPE ARCHITECT
CLS & ASSOCIATES
825 N BROADWAY AVE #315
OKLAHOMA CITY, OK 73102
405-525-2220
FOOD AND BEVERAGE
PLANNER
STURM CONSULTING
5838 S. HUDSON PLACE
TULSA, OK 74135
918-260-0667
ENVIRONMENTAL ENGINEER
RIVERFRONT ENVIRONMENTAL
1139 OLIVE STREET, SUITE 300
ST. LOUIS, MO 63101
314-436-9492
MECHANICAL/ ELECITRICAL
PLUMBING
FU
LL
Y
SP
R
IN
K
LE
R
ED
2/ 3/
:1
3:
A M
ENVIRONMENTAL GENERAL
NOTES
061 220
ADDITION AND RENOVATION OF CLC
09/06/2023
589-703
5500 EAST KELLOGG
WICHITA, KS 67218 HA001
No Revision Description Date
GENERAL NOTES
CONTRACTOR IS TO BE LICENSED TO ENGAGE IN ASBESTOS AND LEAD RELATED PROJECT
WORK AND USE LICENSED/TRAINED PERSONNEL.
ABATEMENT WORK WILL REQUIRE SEVERAL MOBILIZATIONS. FACILITATE WORK FLOW IN
PROJECT PHASES SHOWN BY DRAWING GI011 AND APPROVED PROJECT SCHEDULE.
WITHIN AN NPE, HVAC AIR FLOW SHALL BE SHUTDOWN AND OPENINGS COVERED WITH
CRITICAL BARRIERS THROUGHOUT ABATEMENT. SCHEDULE SHUTDOWNS WITH THE
VACOR TO ACCOMMODATE FACILITY AND CONSTRUCTION REQUIREMENTS.
ALL AUTHORIZED PERSONNEL WITHIN AN NPE SHALL DON, AT MINIMUM, HALF FACE AIR
PURIFYING RESPIRATORS WITH P100 FILTERS, DISPOSABLE DUST SUITS (WITH BOOT AND
HEAD COVERS) AND GLOVES. RESPIRATORY PROTECTION MAY REQUIRE USE OF
POWERED AIR PURIFYING RESPIRATORS.
REGULATED AREA NEGATIVE PRESSURE ENCLOSURES SHALL BE PREPARED IN
ACCORDANCE WITH THE FOLLOWING:A) ALL FLOORS, CEILINGS AND WALLS SHALL BE
ISOLATED USING 2-LAYERS OF 6-MIL POLY SHEETING; B) OSHA ASBESTOS SIGNAGE AT
ENTRANCE TO REGULATED AREAS; C)SINGLE-POINT OF ENTRY WITH 3-STAGE WET
DECONTAMINATION STATION TO ALLOW WORKERS TO REMOVE PPE, WASH AND VACUUM
THEMSELVES OFF PRIOR TO EXITING THE REGULATED WORK AREA; D) MAINTAINED UNDER
NEGATIVE PRESSURE (-0.02 IN WG OR BETTER) USING HEPA FILTERED AIR MACHINES WITH
EXHAUST ROUTED TO OUTDOORS; E) MINIMUM OF 4 AIR CHANGES PER HOUR; F)
CLEAN/CHANGE ROOM SUFFICIENT FOR WORKERS TO CHANGE INTO STREET CLOTHES
(OPAQUE POLY REQUIRED AS NEEDED FOR PRIVACY); G) RENEWABLE ADHESIVE MATS
IMMEDIATELY OUTSIDE OF REGULATED WORK AREA TO ENSURE FOOT TRAFFIC DOES NOT
SPREAD DUST/DEBRIS TO OTHER AREAS OF FACILITY.
PERFORM ABATEMENT USING THE FOLLOWING CONTROLS: A) HEPA FILTERED VACUUM
FOR CONTINUOUS AND FINAL CLEANUP; B) USE MANUAL REMOVAL MEANS/TOOLS WHERE
ACM IS DISTURBED.
CLEANING OF REGULATED WORK AREAS IS TO INCLUDE HEPA VACUUMING & WET WIPING
METHODS. REGULATED AREAS ARE TO PASS A SUCCESSFUL VISUAL INSPECTION BY THE
VPIH PRIOR TO COLLECTION OF CLEARANCE SAMPLES.
VPIH WILL PERFORM PERIMETER AIR MONITORING, VISUAL INSPECTIONS AND FINAL AIR
CLEARANCE SAMPLING.
CONTRACTOR TO PERFORM OSHA EMPLOYEE EXPOSURE MONITORING.
WASTE PRODUCED DURING REMEDIATION SHALL BE COLLECTED, CONTAINERIZED,
LABELED, CHARACTERIZED AND DISPOSED IN ACCORDANCE WITH SPECIFICATION 02.82.11
10. WASTE CONTAINERS, TOOLS, EQUIPMENT, ETC. SHALL BE WET WIPED PRIOR TO
LEAVING REGULATED WORK AREA.
WHERE THE COMBINED AREA OF THE NPE INCLUDING , DECONTAMINATION, LOADOUT,
AND WORK CHAMBERS DOES NOT FIT WITHIN A ROOM, THE DECON/LOADOUT
CONFIGURATION MAY EXTEND INTO 1/2 WIDTH OF THE HALLWAY AS REQUIRED TO ALLOW
PASSAGE IN CORRIDOR.
ASBESTOS BLACK MASTIC IS PRESENT UNDERLYING VANITY COUNTERS AND ROOM
LOCKERS.
BID DOCUMENTS
e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t
6 Veterans
Health Administration
VA FORM 08-6231
Drawing Title Project Title
Location
Date Checked Drawn
Project Number
Building Number
Drawing Number
CONSULTANTS:
Drawing # of
VA Health Care System Approval:
ARCHITECT:
U.S. Department of Veteran Affairs
SPUR DESIGN, LLC
312 SW 25TH STREET
Oklahoma City, OK 73109
(405) 842-6100
MO ARCH REG. NO. 2012034754, EXP. 12/31/2020
MO ENGR REG. NO. 2014031351, EXP. 12/31/2020
STRUCTURAL/ CIVIL
ENGINEER
H2B
1225 N LOOP W #800
HOUSTON, TX 77008
713-864-2900
FIRE PROTECTION ENGINEER
FU
LL
Y
SP
R
IN
K
LE
R
ED
SPUR DESIGN
312 SW 25TH STREET
OKLAHOMA CITY, OK 73109
405-842-6100
POOLE FIRE PROTECTION
19910 W. 161ST STREET
OLATHE, KS 66062
913-829-8650
HEALTHCARE/ MEDICAL
EQUIPMENT PLANNER
INNOVA GROUP
3196 N SWAN ROAD
TUCSON, AZ 85712
520-886-8650
LANDSCAPE ARCHITECT
CLS & ASSOCIATES
825 N BROADWAY AVE #315
OKLAHOMA CITY, OK 73102
405-525-2220
FOOD AND BEVERAGE
PLANNER
STURM CONSULTING
5838 S. HUDSON PLACE
TULSA, OK 74135
918-260-0667
ENVIRONMENTAL ENGINEER
RIVERFRONT ENVIRONMENTAL
1139 OLIVE STREET, SUITE 300
ST. LOUIS, MO 63101
314-436-9492
MECHANICAL/ ELECITRICAL
PLUMBING
2/ 3/
:1
3:
A M
ENVIRONMENTAL HAZARDS -
GROUND FLOOR
062 220
ADDITION AND RENOVATION OF CLC
09/06/2023
589-703
5500 EAST KELLOGG
WICHITA, KS 67218 HA100
No Revision Description Date
VISUAL KEY
AREA OF ASBESTOS BLACK MASTIC UNDERLYING
FLOORING TO BE REMOVED
LIMITS OF NEGATIVE PRESSURE CONTAINMENT
3-STAGE WET DECONTAMINATION CHAMBERS
2,000 CFM HEPA FILTERED AIR MACHINE
D
AM
A1 A3
A1A1A1A1A1 A1 A1 A1
L1 L1 L1
L1 L1 L1
L1 L1 L1
L1
A2
A2
A2
A2
A2
L3 L3 L3 L3
A2
A2
A2
A2 A2 A2 A2 A2
L3
L3
L3
L3 L3
L3
L2
A2
A5
A2
A2
A2 A2
A2
A2
A2
A2
A2
A1
A1
A2
A2
A2
A3
A3
A2
L3
L3
A2
L3
L1
L1
L1
L3
A2 A2
D
A5
A5
A1
A5
A5
A5
A5
D
AM
A1A3
A1
AM AM AM
AM
A6
A1
A1 A1 A1 A1 A1
A4A4A4A4A4A4A4A4A4
A4
A4
A4
A4
A4
A4
A4
A4
ENVIRONMENTAL HAZARDS KEY NOTES - PHASE 1
REMOVE WINDOW ASSEMBLY WITH ASBESTOS
GLAZING AND ASSOCIATED UNDERLYING CAULK
ON ADJACENT SURFACES USING MANUAL MEANS
WITHIN A NEGATIVE PRESSURE ENCLOSURE, 9
WINDOW GROUPS.
REMOVE ASBESTOS FIRE DOOR GROUPS AND
FRAMES AND ASSOCIATED CAULKS USING
MANUAL MEANS WITHIN A NEGATIVE PRESSURE
ENCLOSURE, 1 FIRE DOOR GROUP AND FRAME.
KEYNOTE REMOVED FOLLOWING ACCEPTANCE
OF BID DEDUCT
A5
A6
A7
ENVIRONMENTAL HAZARDS KEY NOTES - PHASE 3
REMOVE WINDOW ASSEMBLY WITH ASBESTOS
GLAZING AND ASSOCIATED UNDERLYING CAULK
ON ADJACENT SURFACES USING MANUAL MEANS
WITHIN A NEGATIVE PRESSURE ENCLOSURE, 19
WINDOW GROUPS.
REMOVE ASBESTOS BLACK MASTIC UNDERLYING
NON-ASBESTOS SHEET FLOORING OR FLOOR
TILES USING MANUAL MEANS WITHIN A NEGATIVE
PRESSURE ENCLOSURE, 8,850 SF.
REMOVE ASBESTOS FIRE DOOR GROUPS,
FRAMES, AND ASSOCIATED CAULKS USING
MANUAL MEANS WITHIN A NEGATIVE PRESSURE
ENCLOSURE, 7 FIRE DOOR GROUPS AND FRAMES.
WINDOWS TO REMAIN FOLLOWING THE
ACCEPTANCE OF BID DEDUCT. DO NOT DISTURB
WINDOW ASSEMBLIES
REMOVE LEAD CONTAINING PORCELAIN WALL
MOUNTED HAND SINKS WITHIN WHOLE WITHIN A
NEGATIVE PRESSURE ENCLOSURE, 14 SINKS
REMOVE LEAD CONTAINING PORCELAIN BATH
TUB IN WHOLE WITHIN A NEGATIVE PRESSURE
ENCLOSURE, 1 TUB
REMOVE LBP METAL CLOTHING LOCKER UNITS IN
WHOLE WITHIN A NEGATIVE PRESSURE
ENCLOSURE, 17 LOCKERS
A1
A2
A3
A4
L1
L2
L3
A5
A5 e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t
6 Veterans
Health Administration
VA FORM 08-6231
Drawing Title Project Title
Location
Date Checked Drawn
Project Number
Building Number
Drawing Number
CONSULTANTS:
Drawing # of
VA Health Care System Approval:
ARCHITECT:
U.S. Department of Veteran Affairs
SPUR DESIGN, LLC
312 SW 25TH STREET
Oklahoma City, OK 73109
(405) 842-6100
MO ARCH REG. NO. 2012034754, EXP. 12/31/2020
MO ENGR REG. NO. 2014031351, EXP. 12/31/2020
STRUCTURAL/ CIVIL
ENGINEER
H2B
1225 N LOOP W #800
HOUSTON, TX 77008
713-864-2900
FIRE PROTECTION ENGINEER
FU
LL
Y
SP
R
IN
K
LE
R
ED
SPUR DESIGN
312 SW 25TH STREET
OKLAHOMA CITY, OK 73109
405-842-6100
POOLE FIRE PROTECTION
19910 W. 161ST STREET
OLATHE, KS 66062
913-829-8650
HEALTHCARE/ MEDICAL
EQUIPMENT PLANNER
INNOVA GROUP
3196 N SWAN ROAD
TUCSON, AZ 85712
520-886-8650
LANDSCAPE ARCHITECT
CLS & ASSOCIATES
825 N BROADWAY AVE #315
OKLAHOMA CITY, OK 73102
405-525-2220
FOOD AND BEVERAGE
PLANNER
STURM CONSULTING
5838 S. HUDSON PLACE
TULSA, OK 74135
918-260-0667
ENVIRONMENTAL ENGINEER
RIVERFRONT ENVIRONMENTAL
1139 OLIVE STREET, SUITE 300
ST. LOUIS, MO 63101
314-436-9492
MECHANICAL/ ELECITRICAL
PLUMBING
2/ 3/
:1
3:
A M
ENVIRONMENTAL HAZARDS -
ROOF
063 219
ADDITION AND RENOVATION OF CLC
09/06/2023
589-703
5500 EAST KELLOGG
WICHITA, KS 67218 HA200
No Revision Description Date
ENVIRONMENTAL HAZARDS KEY NOTES
REMOVE NEWER MEMBRANE ROOF AND
UNDERLYING ASBESTOS BUILT-UP ROOF,
FLASHING, SEALANTS AND ASSOCIATED GUTTER
SYSTEM TO GROUND HUB USING MANUAL MEANS
IN A REGULATED AREA, 800 SF.
REMOVE SPOT LOCATIONS OF NEWER
MEMBRANE ROOF AND UNDERLYING ASBESTOS
BUILT-UP ROOF USING MANUAL MEANS IN A
REGULATED AREA. SPOT LOCATIONS FOR
PENETRATIONS, SIZE AND LOCATIONS TO BE
COORDINATED WITH GENERAL CONTRACTOR, 6
LOCATIONS AND 45 SF TOTAL.
UNDERLYING ASBESTOS ROOF AND FLASHING
SYSTEM, PROTECT AS NECESSARY.
A1
VISUAL KEY
AREA OF ROOF AND GUTTER SYSTEM REMOVAL
2-STAGE WET HYGIENE STATION
A2
HS
A3
A1
HS
A2
A3
A2
MECHANICAL PENTHOUSE A2
A2 A2
A2
A3
A3
EXISTING BLDG #60
OMAR BRADLEY DR.
EXISTING PARKING LOT
AS001
20'-0"
'-0
2.20
2.20
25'-0"
2.48 2.47
2.47
2.53
2.512.51
2.522.52
2.53
2.47
2.47
2.54
2.562.56
2.572.57
1. ALL DOOR FRAMES TO BE LOCATED 4" FROM OUTSIDE OF FRAME TO FINISH FACE OF ADJACENT
WALL UNLESS NOTED OTHERWISE.
2. ALL WALLS ARE TYPE C3 PARTITIONS UNLESS OTHERWISE NOTED. REFER TO PARTITION TYPE
SHEET FOR WALL TYPES.
3. REFER TO DOOR SCHEDULE & DETAILS SHEET FOR DOOR INFORMATION.
4. REFER TO GLAZING ELEVATIONS & DETAILS SHEET FOR WINDOW INFORMATION.
5. ALL WALLS ARE DIMENSIONED TO CENTERLINE OF METAL STUD, UNLESS NOTED OTHERWISE.
6. BLOCK OUT SLAB FOR PENETRATIONS SHALL BE 2" LARGER THAN DUCT SIZE TO ALLOW
TOLERANCE FOR DUCT PASSAGE AND PENETRATION FIRESTOPPING. COORDINATE WITH MEP FOR
DUCT SIZES.
7. FURR AROUND ALL COLUMN PROTRUSIONS AS NEEDED UNLESS NOTED OTHERWISE.
8. PATCH AND REPAIR EXISTING INTERIOR FACE OF EXTERIOR WALL AS NECESSARY FOR
INSTALLATION OF NEW FRAMING AND FINISHES.
9. RESIDENT ROOMS B1 TO RECIEVE CEILING MOUNTED PATIENT LIFTS. RESIDENT ROOMS B2 TO
RECIEVE WALL MOUNTED PATIENT LIFTS.
GENERAL PLAN NOTES
SCOPE BOUNDARY
MONITORING WELL & 20'-0" ACCESS CLEARANCE
BUILDING FOOTPRINT
LANDSCAPED AREA
HARDSCAPED AREA
MW
SECURITY BOLLARD - LIGHTED
STORMWATER DRAIN
SECURITY BOLLARD - REMOVABLE
ACCESSIBLE RAMP
LOADING ZONE / FIRE LANE
STABILIZED DECORATIVE ROCK
CONCRETE PAVERS
SITE PLAN - LEGEND
EXISTING TREE TO REMAIN
EXISTING TREE TO BE REMOVED
2.18
3.16
2.232.23
26.10
26.0926.09 th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t
A
B
C
D
E
F
Veterans Health
Administration
VA FORM 08-6231
Drawing Title Project Title
Location
Date Checked Drawn
Project Number
CONSULTANTS:
Drawing #
VA Health Care System Approval:
ARCHITECT:
SPUR DESIGN, LLC
312 SW 25TH STREET
Oklahoma City, OK 73109
(405) 842-6100
ARCH REG. NO. A-930 EXP. 12/31/2023
ENGR REG. NO. E-2586 EXP. 12/31/2023
STRUCTURAL/CIVIL
ENGINEER
H2B
1225 N. LOOP W #800
HOUSTON, TX 77008
(713) 864-2900
MECH / ELEC / PLUMB / TECH
ENGINEER
SPUR DESIGN
11020 KING STREET, STE 350
OVERLAND PARK, KS 66210
(913) 369-7200
FIRE PROTECTION ENGINEER
POOLE FIRE PROTECTION, INC.
19910 WEST 161ST STREET
OLATHE, KANSAS 66062
(913) 829-8690
FULLY SPRINKLERED
LANDSCAPE ARCHITECT
CLS & ASSOCIATES
825 N. BROADWAY AVE, STE 315
OKLAHOMA, OK 73102
(405) 525-2220
HEALTHCARE/MED
EQUIPMENT PLANNER
INNOVA GROUP
3196 N. SWAN ROAD
TUCSON, AZ 85712
(520) 886-8650
PHYSICAL SECURITY
FORCE PROTECT SECURITY
CONSULTANTS,
10901 FRONT BEACH RD, UNIT 1415
PANAMA CITY BEACH, FL 32407
(502) 836-4232
1 2 3 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
A
B
C
D
E
F
STAMP:
Drawing Number
Building Number
FOOD & BEVERAGE
PLANNER
STURM CONSULTING
5838 S. HUDSON PLACE
TULSA, OK 74135
(918) 260-0667
ENVIRONMENTAL
ENGINEER
RIVERFRONT ENVIRONMENTAL
1139 OLIVE STREET, STE 300
ST. LOUIS, MO 63101
(314) 436-9492
SPUR #: 2015
/5
/2
:3
:5
P
M
ARCHITECTURAL DEMOLITION SITE
PLAN
NR 063 OF 221DLK
BID DOCUMENTS
ADDITION AND RENOVATION
OF CLC
09/06/2023
589-703
ROBERT J. DOLE VA MEDICAL CENTER
5500 EAST KELLOGG, BLDG. 60
WICHITA, KS 67218
AS001
N
1" = 20'-0"
DEMOLITION SITE PLAN1
KEYNOTE LEGEND
2.18 EXISTING CHAIN LINK FENCE TO BE DEMOLISHED.
2.20 EXISTING PORTION OF CONCRETE DRIVE TO BE REMOVED FOR NEW SECURITY GATE.
2.23 REMOVE EXISTING TREE IN ITS ENTIRETY. TREE STUMP WILL BE REMOVED FOR NEW
CONSTRUCTION. PROTECT ADJACENT EXISTING EQUIPMENT AND CONSTRUCTION AS
NEEDED DURING DEMO WORK. PREP AREA FOR NEW CONSTRUCTION. REFERENCE
LANDSCAPE AND CIVIL DOCUMENTS FOR ADDITIONAL INFORMATION.
2.47 EXISTING WOOD FENCE TO BE REMOVED AND GIVEN TO THE VA.
2.48 EXISTING STRUCTURE TO BE REMOVED AND COORDINATED WITH THE VA FOR POSSIBLE
NEW LOCATION ON CAMPUS.
2.51 DEMO EXISTING BRICK PAVERS
2.52 DEMO RAISED GARDEN BEDS
2.53 DEMO CONCRETE PAD
2.54 PREPARE SITE FOR TEMPORARY BOILER AND AHU, REFER TO MECHANICAL.
2.56 EXISTING SIGNAGE
2.57 DEMO EXISTING LIGHT POLE
3.16 EXISTING CONCRETE SIDEWALK TO REMAIN
26.09 EXISTING TRANSFORMER, REFER TO ELECTRIAL
26.10 EXISTING SWITCHGEAR, REFER TO ELECTRICAL
1" = 10'-0" 1/ AS001
ARCHITECTURAL DEMO SITE PLAN2
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
NEW OUTDOOR GARDEN, REF:
LANDSCAPE
NEW ADDITION
OMAR BRADLEY DR.
EXISTING PARING LOT
COURT-
YARD
SPACE
COURTYARD
SPACE
150'-0"
194'-4"
12'-0" 20'-0"
'-0
'-0
'-6
5'
-6
CONTRACTOR
STAGING
AREA
3.14
NEW ENTRY
VESTIBULE
AS010
EXISTING BLDG #60
3.15
32.0132.01
26.0426.04 26.0426.04
26.04
26.04
26.04
26.04
26.05
26.05
26.05
26.0526.05
26.05
26.05
26.05
11.04
26.0426.04
26.0426.04
26.04
26.04
26.05
10.3110.31
32.01
32.01
3.15
3.14
3.173.173.173.173.173.17
26.0426.0426.0426.0426.0426.04
3.17
3.17
3.17
CORRIDOR
BULDING #59
32.0232.03
32.03
32.02
32.04
32.05
22.10
22.10
FFE = 1348.37'
FFE =
1348.37'
SCOPE BOUNDARY
25'-0" SAFETY SETBACK
MONITORING WELL & 20'-0" ACCESS CLEARANCE
BUILDING FOOTPRINT
LANDSCAPED AREA
RAISED PLANTER BOX (BOLLARD ALTERNATIVE)
HARDSCAPED AREA
MW
SECURITY BOLLARD - LIGHTED
STORMWATER DRAIN
SECURITY BOLLARD - REMOVABLE
ACCESSIBLE RAMP
LOADING ZONE / FIRE LANE
STABILIZED DECORATIVE ROCK
CONCRETE PAVERS
SITE PLAN - LEGEND
NEW ANTI-RAM BOULDER, REFER TO LANDSCAPE
AS010
26.07
4.30 26'-0"
3.16
26.10
3' -0
26.0926.09
26.08
BUILDING #60
'-0
26.07
5.34 th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t
A
B
C
D
E
F
Veterans Health
Administration
VA FORM 08-6231
Drawing Title Project Title
Location
Date Checked Drawn
Project Number
CONSULTANTS:
Drawing #
VA Health Care System Approval:
ARCHITECT:
SPUR DESIGN, LLC
312 SW 25TH STREET
Oklahoma City, OK 73109
(405) 842-6100
ARCH REG. NO. A-930 EXP. 12/31/2023
ENGR REG. NO. E-2586 EXP. 12/31/2023
STRUCTURAL/CIVIL
ENGINEER
H2B
1225 N. LOOP W #800
HOUSTON, TX 77008
(713) 864-2900
MECH / ELEC / PLUMB / TECH
ENGINEER
SPUR DESIGN
11020 KING STREET, STE 350
OVERLAND PARK, KS 66210
(913) 369-7200
FIRE PROTECTION ENGINEER
POOLE FIRE PROTECTION, INC.
19910 WEST 161ST STREET
OLATHE, KANSAS 66062
(913) 829-8690
FULLY SPRINKLERED
LANDSCAPE ARCHITECT
CLS & ASSOCIATES
825 N. BROADWAY AVE, STE 315
OKLAHOMA, OK 73102
(405) 525-2220
HEALTHCARE/MED
EQUIPMENT PLANNER
INNOVA GROUP
3196 N. SWAN ROAD
TUCSON, AZ 85712
(520) 886-8650
PHYSICAL SECURITY
FORCE PROTECT SECURITY
CONSULTANTS,
10901 FRONT BEACH RD, UNIT 1415
PANAMA CITY BEACH, FL 32407
(502) 836-4232
1 2 3 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
A
B
C
D
E
F
STAMP:
Drawing Number
Building Number
FOOD & BEVERAGE
PLANNER
STURM CONSULTING
5838 S. HUDSON PLACE
TULSA, OK 74135
(918) 260-0667
ENVIRONMENTAL
ENGINEER
RIVERFRONT ENVIRONMENTAL
1139 OLIVE STREET, STE 300
ST. LOUIS, MO 63101
(314) 436-9492
SPUR #: 2015
/5
/2
:3
:0
P
M
ARCHITECTURAL NEW SITE PLAN
NR 064 OF 221DLK
BID DOCUMENTS
ADDITION AND RENOVATION
OF CLC
09/06/2023
589-703
ROBERT J. DOLE VA MEDICAL CENTER
5500 EAST KELLOGG, BLDG. 60
WICHITA, KS 67218
AS010
N
1" = 20'-0"
OVERALL ARCHITECTURAL SITE PLAN1
KEYNOTE LEGEND
3.14 NEW ASPHALT PAVING, REFER TO CIVIL
3.15 NEW 6" CONCRETE CURB MEDIAN, REFER TO CIVIL
3.16 EXISTING CONCRETE SIDEWALK TO REMAIN
3.17 EXISTING IN GROUND FLAG POLE BASE TO REMAIN
4.30 NEW CMU TRANSFORMER EXPLOSION MITIGATION WALL
5.34 METAL CAP FLASHING
10.31 EXISTING EXTERIOR SIGNAGE TO REMAIN
11.04 NEW BASKETBALL GOAL AND POLE SET IN PLACE, REFER TO LANDSCAPE
22.10 INSTALL EXTERIOR DRAIN, REFER PLUMBING
26.04 EXTERIOR NEW WALL MOUNTED LIGHT FIXTURE, REFER TO ELECTRICAL
26.05 EXTERIOR LIGHT POLE, REFER TO ELECTRICAL
26.07 NEW EMERGENCY GENERATOR, REFER TO ELECTRICAL
26.08 NEW TRANSFORMER, REFER TO ELECTRICAL
26.09 EXISTING TRANSFORMER, REFER TO ELECTRIAL
26.10 EXISTING SWITCHGEAR, REFER TO ELECTRICAL
32.01 NEW SECURITY GATE WITH TRIPLE AUTHENTICATION
32.02 NEW 6' TALL METAL FENCE, REFER TO LANDSCAPE
32.03 NEW 6' TALL AND 4' WIDE METAL GATE WITH SECURITY CARD ACCESS READER, REFER TO
LANDSCAPE AND LOW VOLTAGE
32.04 NEW LICENSE PLATE RECOGNITION (ALPR) STANDARD RANGE CAMERA MOUNTED ON POLE
32.05 NEW VEHILE DETECTION LOOP
N
1" = 10'-0" 1/ AS010
ENLARGED PLAN - NEW GENERATOR2
1/8" = 1'-0" 2/ AS010
CMU WALL AT EMERGENCY GENERATOR3
CONTROLLED UNCLASSIFIED INFORMATION - CUI
2.102.102.10
1B122
1B121A
1B121
1B119
B5
1B120
1B120A
1B146
1B1231B143
B4
1B144
1B144A
1B145
1B147
1B147A
1B151
1B152
1B153
1B149
1B150
1B118
1B106A
1B117
1B104
1B108A 1B110A
1B106 1B108 1B110
1B114A
1B102
1B112 1B114 1B116
1B1151B113
1B113A1B109A1B105A
1B1001B1091B1071B105
1B103A
1B103B1B103
TOILET
1B101A
1B100
TOILET
1B100A
1B100
1B100B
0-STATION
101B101A
B1
104 103
108C
114A
108B
108A
103A
109A
113A
8'-0"
2.10
2.10 2.10
2.10
2.10
2.10
2.10
2.04
110E
110F
110D 110C
110B 110A
1B130
1B131A 1B1251B127
1B141
1B142
1B1241B1261B1281B129
1B140A
2.03
2.03
2.03
2.03
2.39
2.40
2.03
2.39
2.03
4'-5 3/8"
33'-4 3/4" 30'-0 3/8"
6'-2 3/8"
27'-10 1/2"
AE203
EXISTING WALL CONSTRUCTION TO BE DEMOLISHED IN ITS ENTIRETY
EXISTING DOOR AND FRAME TO BE
DEMOLISHED IN THEIR ENTIRETY
DEMOLITION LEGEND
EXISTING WALLS TO REMAIN
EXISTING AREA TO REMAIN
1. ALL EXISTING WALL DIMENSIONS ARE TO FINISH FACE, UNLESS OTHERWISE NOTED.
2. THE CONTRACTOR SHALL VERIFY DIMENSIONS OF AS-BUILT CONDITIONS, AND NOTIFY THE
ARCHITECT IN WRITING OF ANY DISCREPANCIES. ALL INFORMATION SHOWN ON THE
CONSTRUCTION DOCUMENTS IS BASED ON FIELD OBSERVATIONS AND/OR THE ORIGINAL
CONSTRUCTION DOCUMENTS OF THE FACILITY.
3. DEMOLITION AND CONSTRUCTION WORK MUST BE DONE UNDER NEGATIVE PRESSURE UTILIZING
HEPA FILTRATION UNITS.
4. DO NOT REMOVE BARRIERS FROM WORK AREA UNTIL COMPLETED PROJECT OR AREA HAS BEEN
INSPECTED BY THE VA SAFETY OFFICER AND INFECTION CONTROL COORDINATOR AND
THOROUGHLY CLEANED BY ENVIRONMENTAL MANAGEMENT SERVICES.
5. THE CONTRACTOR SHALL PROVIDE PROTECTIVE COVERING FOR EXISTING FLOOR, WALL AND
CEILING FINISHES IN EXISTING AREAS NOT DESIGNATED FOR DEMOLITION OR NEW
CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF ANY DAMAGE
CAUSED BY HIS WORK OR ANY SUBCONTRACTOR.
6. THE CONTRACTOR SHALL VERIFY THAT NEW MECHANICAL SYSTEMS CAN BE INSTALLED IN
EXISTING SPACES TO CLEAR EXISTING CEILING AND OTHER CONSTRUCTED ITEMS AND MAINTAIN
FLOOR TO CEILING HEIGHTS INDICATED ON DRAWINGS. IF DISCREPANCIES OCCUR DUE TO
EXISTING CONDITIONS, CONSULT WITH THE ARCHITECT BEFORE PROCEEDING.
7. THE FINISH FACE OF MATERIAL OF NEW PARTITIONS SHALL ALIGN ON BOTH SIDES OF THE
PARTITION WITH THE FACE OF THE MATERIALS ON EXISTING COLUMNS, WALLS, OR PARTITIONS, UNLESS NOTED OTHERWISE.
8. NO WORK TO BE DONE IN HATCHED AREAS ON PLANS, HOWEVER WORK MIGHT NEED TO BE
PERFORMED IN CEILING OR EXISTING CHASES THROUGHOUT BUILDING. REFERENCE
MECHANICAL AND ELECTRICAL DRAWINGS FOR EXTENT OF WORK. COORDINATE ACCESS TO
ROOMS OUTSIDE OF SCOPE WITH OWNER.
GENERAL DEMOLITION NOTES
th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t
A
B
C
D
E
F
Veterans Health
Administration
VA FORM 08-6231
Drawing Title Project Title
Location
Date Checked Drawn
Project Number
CONSULTANTS:
Drawing #
VA Health Care System Approval:
ARCHITECT:
SPUR DESIGN, LLC
312 SW 25TH STREET
Oklahoma City, OK 73109
(405) 842-6100
ARCH REG. NO. A-930 EXP. 12/31/2023
ENGR REG. NO. E-2586 EXP. 12/31/2023
STRUCTURAL/CIVIL
ENGINEER
H2B
1225 N. LOOP W #800
HOUSTON, TX 77008
(713) 864-2900
MECH / ELEC / PLUMB / TECH
ENGINEER
SPUR DESIGN
11020 KING STREET, STE 350
OVERLAND PARK, KS 66210
(913) 369-7200
FIRE PROTECTION ENGINEER
POOLE FIRE PROTECTION, INC.
19910 WEST 161ST STREET
OLATHE, KANSAS 66062
(913) 829-8690
FULLY SPRINKLERED
LANDSCAPE ARCHITECT
CLS & ASSOCIATES
825 N. BROADWAY AVE, STE 315
OKLAHOMA, OK 73102
(405) 525-2220
HEALTHCARE/MED
EQUIPMENT PLANNER
INNOVA GROUP
3196 N. SWAN ROAD
TUCSON, AZ 85712
(520) 886-8650
PHYSICAL SECURITY
FORCE PROTECT SECURITY
CONSULTANTS,
10901 FRONT BEACH RD, UNIT 1415
PANAMA CITY BEACH, FL 32407
(502) 836-4232
1 2 3 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
A
B
C
D
E
F
STAMP:
Drawing Number
Building Number
FOOD & BEVERAGE
PLANNER
STURM CONSULTING
5838 S. HUDSON PLACE
TULSA, OK 74135
(918) 260-0667
ENVIRONMENTAL
ENGINEER
RIVERFRONT ENVIRONMENTAL
1139 OLIVE STREET, STE 300
ST. LOUIS, MO 63101
(314) 436-9492
KEY PLAN
B
A
N
SPUR #: 2015
PHASING AND PROJECT SCOPE LEGEND
AREAS OF WORK OUTSIDE OF CURRENT PHASE OR OUTSIDE OF
PROJECT SCOPE SHOWN. REFERENCE GI011 & GI012 - PHASING PLANS
FOR MORE INFORMATION
/5
/2
:3
:2
P
M
DEMOLITION PLAN
NR 065 OF 221Checker
BID DOCUMENTS
ADDITION AND RENOVATION
OF CLC
09/06/2023
589-703
ROBERT J. DOLE VA MEDICAL CENTER
5500 EAST KELLOGG, BLDG. 60
WICHITA, KS 67218
AD010
N
1/8" = 1'-0"
LEVEL 1 - DEMOLITION PLAN AREA A1
KEYNOTE LEGEND
2.03 REMOVE PLUMBING FIXTURES IN ITS ENTIRETY. PREP AREA FOR NEW CONSTRUCTION.
REFERENCE PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION.
2.04 REMOVE CONCRETE TIERED FLOOR COMPLETE AND EXCAVATE.
2.10 REMOVE EXISITNG EXTERIOR WINDOWS
2.39 DEMO EXISTING INTERIOR DOOR AND FRAME SYSTEMS IN ITS ENTIRETY. PREP AREA FOR NEW
CONSTRUCTION.
2.40 COMPLETELY DEMOLISH INTERIOR STUD WALL PARTITION SYSTEM AS INDICATED. PROTECT
ADJACENT AREAS AND SURFACES AS NEEDED DURING DEMOLITION. PREP AREA FOR NEW
CONSTRUCTION. COORDINATE WITH OTHER DISCIPLINES ON MEP ITEMS ASSOCIATED WITH THE
PARTITION SYSTEM.
No. REVISION DESCRIPTION DATE
Checked
DLK
FD
FD
FD
1. ALL EXISTING WALL DIMENSIONS ARE TO FINISH FACE, UNLESS OTHERWISE NOTED.
2. THE CONTRACTOR SHALL VERIFY DIMENSIONS OF AS-BUILT CONDITIONS, AND NOTIFY THE
ARCHITECT IN WRITING OF ANY DISCREPANCIES. ALL INFORMATION SHOWN ON THE
CONSTRUCTION DOCUMENTS IS BASED ON FIELD OBSERVATIONS AND/OR THE ORIGINAL
CONSTRUCTION DOCUMENTS OF THE FACILITY.
3. DEMOLITION AND CONSTRUCTION WORK MUST BE DONE UNDER NEGATIVE PRESSURE UTILIZING
HEPA FILTRATION UNITS.
4. DO NOT REMOVE BARRIERS FROM WORK AREA UNTIL COMPLETED PROJECT OR AREA HAS BEEN
INSPECTED BY THE VA SAFETY OFFICER AND INFECTION CONTROL COORDINATOR AND
THOROUGHLY CLEANED BY ENVIRONMENTAL MANAGEMENT SERVICES.
5. THE CONTRACTOR SHALL PROVIDE PROTECTIVE COVERING FOR EXISTING FLOOR, WALL AND
CEILING FINISHES IN EXISTING AREAS NOT DESIGNATED FOR DEMOLITION OR NEW
CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF ANY DAMAGE
CAUSED BY HIS WORK OR ANY SUBCONTRACTOR.
6. THE CONTRACTOR SHALL VERIFY THAT NEW MECHANICAL SYSTEMS CAN BE INSTALLED IN
EXISTING SPACES TO CLEAR EXISTING CEILING AND OTHER CONSTRUCTED ITEMS AND MAINTAIN
FLOOR TO CEILING HEIGHTS INDICATED ON DRAWINGS. IF DISCREPANCIES OCCUR DUE TO
EXISTING CONDITIONS, CONSULT WITH THE ARCHITECT BEFORE PROCEEDING.
7. THE FINISH FACE OF MATERIAL OF NEW PARTITIONS SHALL ALIGN ON BOTH SIDES OF THE
PARTITION WITH THE FACE OF THE MATERIALS ON EXISTING COLUMNS, WALLS, OR PARTITIONS, UNLESS NOTED OTHERWISE.
8. NO WORK TO BE DONE IN HATCHED AREAS ON PLANS, HOWEVER WORK MIGHT NEED TO BE
PERFORMED IN CEILING OR EXISTING CHASES THROUGHOUT BUILDING. REFERENCE
MECHANICAL AND ELECTRICAL DRAWINGS FOR EXTENT OF WORK. COORDINATE ACCESS TO
ROOMS OUTSIDE OF SCOPE WITH OWNER.
GENERAL DEMOLITION NOTES
2 BED
TLC ROOM
1B111
E12E11E10E9AE8A
ED
EE
EF
EG
E13E7
EF1
EH
P
E6 E8 E9
EB
E2 E3
EB1
EC
E4 E5 8543
K
I
H
J
5.5 6.52.5 3.5
N
G
2.40
2.03
2.032.03 2.03
2.03
2.03
2.03
2.03
2.03
2.03
2.03 2.03
2.03
2.03
2.03
2.03
2.03
2.03
2.03 2.03
2.03
2.032.03
2.03
2.03
2.39
2.03
1B122
1B121A
1B121
1B119
B5
1B120
1B120A
1B146
1B1231B143
B4
1B144
1B144A
1B145
1B147
1B147A
1B151
1B152
1B153
1B149
1B150
1B118
1B106A
1B117 1B104
1B108A 1B110A
1B106 1B108 1B110
1B114A
1B102
1B112 1B114 1B116
1B1151B113
1B113A1B109A1B105A
1B1111B1091B1071B105
1B100B
0-STATION
101B101A
B1
L
2.03
RESIDENT
RM
RESIDENT
RM
STAFF
LOUNGE
MULTIPURPOSE
/ ACTIVITY
ROOM
MP STOR
132A
ART ROOM
TOILET
CONF /
PRIVATE
DINING
RT OFC
MEDS
H.STOR
H. LAUNDRY
CORRIDOR
22.0622.06
2.03
22.06
22.06
22.06
22.06
2.03
22.06
2.03
2.03
2.03
22.06
2.392.392.392.392.392.392.392.39
2.392.392.392.392.392.392.392.392.392.392.39
2.392.39
2.39
2.39
2.39
2.39
2.39
2.39
2.39
2.39
2.39
2.39
2.39
2.39
2.39
2.39 2.39
2.39
2.39
2.39 2.39
2.39
2.39
2.39
2.39
2.39
2.39
2.39
2.392.39 2.39
2.39
2.39
2.392.39 2.39 2.39 2.39 2.39
2.39
2.39
2.40
2.40
2.40
2.402.40
2.40 2.402.40
2.40
2.402.402.402.402.40
2.402.40
2.40
2.402.402.40
2.402.40
2.402.402.40
2.40
2.402.402.40 2.402.40
2.40
2.402.40
2.402.402.402.40
2.402.40
2.402.40
2.40
2.40
103A
109A
113A
BATH
152A
BATH
151A
TOILET
EXAM
110B
EXAM
110A
OCCUPATIONAL
THERAPY
STORAGE
110C
OFFICE
110D
1.8
'-0
'-1
/2
'-0
'-3
2.34
2.34
2.45 2.45
2.03
2.39
2.03
2.55
1B130
1B131A 1B1251B127
1B141
1B142
1B1241B1261B1281B129
1B140A
CORRIDOR
EXISTING WALL CONSTRUCTION TO BE DEMOLISHED IN ITS ENTIRETY
EXISTING DOOR AND FRAME TO BE
DEMOLISHED IN THEIR ENTIRETY
DEMOLITION LEGEND
EXISTING WALLS TO REMAIN
EXISTING AREA TO REMAIN
th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t
A
B
C
D
E
F
Veterans Health
Administration
VA FORM 08-6231
Drawing Title Project Title
Location
Date Checked Drawn
Project Number
CONSULTANTS:
Drawing #
VA Health Care System Approval:
ARCHITECT:
SPUR DESIGN, LLC
312 SW 25TH STREET
Oklahoma City, OK 73109
(405) 842-6100
ARCH REG. NO. A-930 EXP. 12/31/2023
ENGR REG. NO. E-2586 EXP. 12/31/2023
STRUCTURAL/CIVIL
ENGINEER
H2B
1225 N. LOOP W #800
HOUSTON, TX 77008
(713) 864-2900
MECH / ELEC / PLUMB / TECH
ENGINEER
SPUR DESIGN
11020 KING STREET, STE 350
OVERLAND PARK, KS 66210
(913) 369-7200
FIRE PROTECTION ENGINEER
POOLE FIRE PROTECTION, INC.
19910 WEST 161ST STREET
OLATHE, KANSAS 66062
(913) 829-8690
FULLY SPRINKLERED
LANDSCAPE ARCHITECT
CLS & ASSOCIATES
825 N. BROADWAY AVE, STE 315
OKLAHOMA, OK 73102
(405) 525-2220
HEALTHCARE/MED
EQUIPMENT PLANNER
INNOVA GROUP
3196 N. SWAN ROAD
TUCSON, AZ 85712
(520) 886-8650
PHYSICAL SECURITY
FORCE PROTECT SECURITY
CONSULTANTS,
10901 FRONT BEACH RD, UNIT 1415
PANAMA CITY BEACH, FL 32407
(502) 836-4232
1 2 3 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
A
B
C
D
E
F
STAMP:
Drawing Number
Building Number
FOOD & BEVERAGE
PLANNER
STURM CONSULTING
5838 S. HUDSON PLACE
TULSA, OK 74135
(918) 260-0667
ENVIRONMENTAL
ENGINEER
RIVERFRONT ENVIRONMENTAL
1139 OLIVE STREET, STE 300
ST. LOUIS, MO 63101
(314) 436-9492
KEY PLAN
B
N
SPUR #: 2015
PHASING AND PROJECT SCOPE LEGEND
AREAS OF WORK OUTSIDE OF CURRENT PHASE OR OUTSIDE OF
PROJECT SCOPE SHOWN. REFERENCE GI011 & GI012 - PHASING PLANS
FOR MORE INFORMATION
/5
/2
:3
:2
P
M
DEMOLITION PLAN
NR 066 OF 221DLK
BID DOCUMENTS
ADDITION AND RENOVATION
OF CLC
09/06/2023
589-703
ROBERT J. DOLE VA MEDICAL CENTER
5500 EAST KELLOGG, BLDG. 60
WICHITA, KS 67218
AD011
N
1/8" = 1'-0"
LEVEL 1 - DEMOLITION PLAN AREA B1
BUILDING 60
KEYNOTE LEGEND
2.03 REMOVE PLUMBING FIXTURES IN ITS ENTIRETY. PREP AREA FOR NEW CONSTRUCTION.
REFERENCE PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION.
2.34 DEMO EXISTING EXTERIOR BRICK VENEER WALL SYSTEM IN ITS ENTIRETY OR AS SHOWN ON
THE PLAN. THIS INCLUDES, BUT IS NOT LIMITED TO BRICK, STUDS, INSULATION, CONCRETE, BLOCKING, FLASHING AND ANY MATERIAL AS PART OF THE…
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