Combined_PatientLiftRelatedDrawings.pdf
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- Attached to
- 6515-- CEILING PATIENT LIFTS HARDWARE
- Solicitation number
- 36C25626Q0635
About this file
This is a set of construction documents for the renovation of Building 1 at Gulf Coast Veterans Health Care System in Biloxi, Mississippi, including structural, architectural, and electrical design drawings and specifications.
The project involves comprehensive renovation work on a multi-story healthcare facility with structural modifications to the fourth and fifth floors, including concrete slab repairs, new plumbing and mechanical system openings, and installation of patient lift track support systems. Architectural work includes reflected ceiling plans for the third through fifth floors and attic, interior elevations for patient rooms and bathrooms, door and frame schedules with detailed specifications for hollow metal frames and fire-rated openings across multiple floor levels, and interior finishes with gypsum board construction. The electrical scope encompasses power distribution plans for the third through fifth floors with detailed panel schedules (panels 3C1, 3LS1, 3NA, 3NB, 4C1, 4EQ1, 4NA, 4NB, 5C1, 5LS1, 5NA, and 5NB), lighting fixture schedules with LED specifications, variable frequency drive schedules for HVAC equipment, fire alarm and emergency lighting controls, receptacle layouts with GFCI protection, and medical gas alarm systems. The project is identified as Project No. 520-317X, Contract No. VA101F-17-D-2902 with CAGE Code 36C10F18R0660. Documents are dated May 12, 2025, with an expiration date of November 30, 2025, and were prepared by Thomas Olesak Architect in coordination with IMEG Corporation for mechanical, electrical, and structural engineering and Anderson for architecture/engineer of record services.
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Other files
| File | Type | Posted |
|---|---|---|
| 36C25626Q0635.docx | DOCX document | |
| PatientLiftandTrack_TechSpec_Building1.docx | DOCX document |
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Tc ho ut ac ab ou ffa
Ri ve r
Lake
Cedar
MISSISSIPPI
SOUND
PROJECT
VICINITY
Back Bay of BiloxiBig
Lake
Tc ho ut ac ab ou ffa
Ri ve r
Lake
Cedar
MISSISSIPPI
SOUND
PROJECT
VICINITY
Back Bay of BiloxiBig
Lake
VICINITY MAP PROJECT MAP
ARCHITECT
TOM OLESAK, ARCHITECT
TOM OLESAK
CONTACT No: 952-451-0460
OWNER
VA HEALTH CARE CFM
KHALED ZAATREH
PROJECT MANAGER
EMAIL: KHALED.ZAATREH@VA.GOV
CONTACT No: 682-377-5699 (D)
MECHANICAL ENGINEER
IMEG Corp.
PAUL EDWARD PARRY
CONTACT No: 314-645-1132
ELECTRICAL ENGINEER
IMEG Corp.
PAUL EDWARD PARRY
CONTACT No: 314-645-1132
STRUCTURAL ENGINEER
IMEG Corp.
HEATHER HEIDENREICH
CONTACT No: 314-645-1132
TECHNOLOGY ENGINEER
IMEG Corp.
PAUL EDWARD PARRY
CONTACT No: 314-645-1132
RESIDENT ENGINEER
VA HEALTH CARE BILOXI
xxxxxxxx
SENIOR RESIDENT ENGINEER
EMAIL: CHRIS.LEVELLE@VA.GOV
CONTACT No: 228-523-5693 (D)
JOB
TRAILER
BUILDING
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
CONSTRUCTION
DOCUMENTS
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 STAMPCONSULTANT
321 4 5 6 7 8 9 10
CONFORMED SET
FOR CONSTRUCTION
520-317X
Dwg. of
BILOXI, MISSISSIPPI
THOMAS OLESAK,
ARCHITECT
1050 HOYT AVE WEST
ST PAUL, MN 55117
952-451-0460
MS Lic # 5505
C U s e rs \p c h o i\ D o c u m e n ts
\1
V
A M
C -B ilo x i B u ild in g
R
C e n tr a l m o d e l_
Y e u n y o u n g .r v t
/1
/2
:5
:3
A
M
GI001
COVER SHEET RENOVATE BUILDING 1
LA PC
15090
1 239 05/12/2025
RENOVATE BUILDING 1
GULF COAST VETERANS HEALTH CARE SYSTEM
BILOXI, MISSISSIPPI
PROJECT NO. 520-317X
CONTRACT NO. VA101F-17-D-2902
36C10F18R0660
No. Revisions Date
05.12.2025
EXP 11/30/2025
+2
+2
8+2
8+2
8+
8+
8+
8+
8+
+2
+2
+2
+2
+2
8+
8+
8+
8+
8+
8+
8+
8+
8+
8+
8+
8+2
8+2
8+2
+2
+2
+2
EXISTING 1/2"
EXPANSION JOINT
N
N
E D
N
N
OPEN
OPEN
OPEN
OPEN
OPEN
= INDICATES FRP BEAM REPAIRS PREVIOUSLY
COMPLETED.
LEGEND:
A = ACCESS HATCH.
E = EXISTING EXHAUST TO REMAIN, FIELD VERIFY LOCATION AND SIZE.
N = NEW EXHAUST, COORDINATE LOCATION WITH ARCH AND MEP DRAWINGS.
C = EXISTING RUBBISH CHUTE TO BE INFILLED. REFER TO S160 FOR
ADDITIONAL SLAB REPAIR INFORMATION.
= EXISTING JOIST SPANS TYP. FLOOR 2" CONCRETE SLAB OVER
8" JOIST (8"+2") @ 25" O.C., TYP., U.N.O.
= EXISTING JOIST SPANS TYP. FLOOR 2" CONCRETE SLAB OVER
10" JOIST (10"+2") @ 25" O.C., TYP., U.N.O.
FOR BEAM LOCATIONS & SIZES REFERENCE EXISTING DRAWINGS OR
VERIFY IN FIELD.
2' - 3 1/8"
1' - 8 1/8"
A
1' - 10"
10 1/2" 2' - 2"
1' - 10" 1' - 9 3/8"
2' - 2" 8 7/8"
= AREAS OF DAMAGED CONCRETE, REFER TO S160.
8+2
10+2
C
EXISTING CHUTE
TO BE INFILLED.
E
S140
FOURTH FLOOR GENERAL NOTES:
S140
1. ALL DIMENSIONS FOR NEW OPENINGS ARE APPROXIMATE. VERIFY IN
FIELD TO AVOID CONFLICTS WITH EXISTING CONSTRUCTION.
2. THE DIMENSIONS OF ALL EXISTING OPENINGS SHOWN ARE TO BE
VERIFIED IN THE FIELD.
S140
S140
9 10
10 11
12 13
13 14
GG
F F
EE
DD
CC
BB
AA
11' - 9 1/2" 13' - 0" 11' - 9 1/2" 14' - 9 1/2" 12' - 11 1/2" 12' - 11 1/2" 12' - 11 1/2" 12' - 11 1/2" 14' - 9 1/2" 14' - 3" 13' - 1" 14' - 3" 14' - 9 1/2" 12' - 11 1/2" 12' - 11 1/2" 12' - 11 1/2" 12' - 11 1/2" 14' - 9 1/2" 11' - 9 1/2" 13' - 0" 11' - 9 1/2"
0"
5"
1/
2"
0"
1/
2"
5 1
/32
3. PENETRATIONS FOR INDIVIDUAL PLUMBING LOCATIONS NOT SHOWN ON
THIS PLAN SHALL BE LOCATED TO AVOID CONCRETE JOISTS WHERE
POSSIBLE. IF CONCRETE JOIST CANNOT BE AVOIDED AND MUST BE
PENETRATED, PROVIDE REINFORCEMENT PER 1/S140. DO NOT PENETRATE
PRIMARY CONCRETE BEAMS UNDER ANY CIRCUMSTANCES.
EXISTING STEEL
CROSS-BRACE
4. CONTRACTOR TO NOTIFY STRUCTURAL ENGINEER OF RECORD (SEOR) OF
ANY UNDOCUMENTED PENETRATIONS, INCLUDING SIZE AND LOCATION.
EXISTING STEEL
CROSS-BRACE
EXISTING STEEL
CROSS-BRACE EXISTING STEEL
CROSS-BRACE
EXISTING STEEL
CROSS-BRACE
EXISTING STEEL
CROSS-BRACE
EXISTING STEEL
CROSS-BRACE
EXISTING STEEL
CROSS-BRACE
EXISTING STEEL
CROSS-BRACE
EXISTING STEEL
CROSS-BRACE
EXISTING STEEL
CROSS-BRACE
EXISTING STEEL
CROSS-BRACE
P = EXISTING PENETRATION THROUGH SLAB TO BE INFILLED. REFER TO
S160 FOR ADDITIONAL SLAB REPAIR INFORMATION.
P
D = EXISTING RUBBISH CHUTE TO BE MODIFIED FOR NEW OPENING - REFER
TO ARCHITECT FOR ADDITIONAL DETAILS.
P
E
PLUMBING CHASE THROUGH CONCRETE FLOOR, COORDINATE WITH
MEP DRAWINGS. IF NEW CHASE IS PARALLEL TO CONCRETE JOIST
SPANS, LOCATE OPENINGS TO AVOID CUTTING JOISTS.
IF NEW CHASE IS PERPENDICULAR TO CONCRETE JOIST SPANS, OR
IF THE NEW OPENINGS OTHERWISE CUT THROUGH JOISTS, PROVIDE
ADDITIONAL SUPPORT PER SHEET S140. REFER TO DETAILS 1, 2 OR
3 AS APPROPRIATE, DEPENDING ON HOW MANY ADJACENT JOISTS
ARE CUT.
DO NOT CUT ANY PRIMARY BEAMS OR COLUMNS
5. CONTRACTOR TO COORDINATE THE IMPROVEMENTS SHOWN ON THIS
SHEET WITH ADDITIONAL CONCRETE REPAIRS ON S160 AND WITH WATER
INTRUSION REPAIRS ON S401 - S408.
FIELD VERIFY LOCATION OF JOISTS. NEW
PLUMBING OPENINGS SHALL NOT CUT JOISTS
SUPPORTING THE EXISTING OPENING
FIELD VERIFY LOCATION OF JOISTS. NEW
PLUMBING OPENINGS SHALL NOT CUT JOISTS
SUPPORTING THE EXISTING OPENING
6. A PATIENT LIFT TRACK SUPPORT SYSTEM IS TO BE INSTALLED ON THE
UNDERSIDE OF THE FOURTH FLOOR. THE DESIGN AND LAYOUT IS BY
OTHERS. REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL
INFORMATION.
7. THE ANCHORAGE OF THE PATIENT LIFT TRACK SUPPORT SYSTEM TO THE
EXISTING CONCRETE STRUCTURE SHALL BE DESIGNED BY THE
CONTRACTOR PER THE SYSTEM MANUFACTURER'S REQUIREMENTS.
8. PROVIDE TRACK LIGHTING SUPPORTS WHERE REQUIRED BY ARCHITECT.
REFER TO THE REFLECTED CEILING PLAN FOR LOCATIONS. REFER TO 6 AND
7/S142 FOR ATTACHMENT DETAILS.
FRP REINFORCING AT COLUMN BY
FRP DESIGNER, TYP ALL SHOWN
WITH BLACK BOX. SEE LOAD PLANS
ON S003 AND S004 AND
CONCEPTUAL DETAILS ON S143
EXISTING STEEL
CROSS-BRACE
9. VISUALLY INSPECT EXISTING WELDS ON CROSS-BRACE LOCATIONS. NOTIFY
RE FOR APPROVAL OF DEFECT REPAIR. INSPECT AND COAT WITH WITH
PRIMER AFTER REPAIRING WELDS.
10. VISUALLY INSPECT ALL EXISTING BOLTS. FULLY TIGHTEN ANY BOLTS THAT
ARE LOOSE OR HAVE GAP SPACE BETWEEN FRAME AND BOLT HEAD.
1/8" = 1'-0"1 FOURTH FLOOR FRAMING PLAN
PLAN NORTH
FINISH FLOOR EL. 65'-6" (VIF)
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
CONSTRUCTION
DOCUMENTS
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
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
RENOVATE BUILDING 1
05/07/2025 MLA WHLRevisions: Date:
CONFORMED SET
FOR CONSTRUCTION
520-317X
Dwg. of
BILOXI, MISSISSIPPI
15090
FOURTH FLOOR FRAMING PLAN
SF110
Issue Date
05/12/2025
+2
N
8+2
8+2
8+
8+
8+
8+
8+
8+
8+
8+
8+
8+
8+
+2
+2
+2
+2
+2
8+
8+
8+
8+
8+2
8+2
8+2
+2
+2
+2
SLAB AND JOIST FRP REPAIRS
PREVIOUSLY COMPLETED
EXISTING
1/2" EXPANSION
JOINT
N
E
N
OPEN
OPEN
OPEN
OPEN
OPEN
8+
+2
A
LEGEND:
A = ACCESS HATCH.
E = EXISTING EXHAUST TO REMAIN, FIELD VERIFY LOCATION AND SIZE.
N = NEW EXHAUST, COORDINATE LOCATION WITH ARCH AND MEP DRAWINGS.
C = EXISTING RUBBISH CHUTE TO BE INFILLED. REFER TO S161 FOR
ADDITIONAL SLAB REPAIR INFORMATION.
= EXISTING JOIST SPANS TYP. FLOOR 2" CONCRETE SLAB OVER
8" JOIST (8"+2") @ 25" O.C., TYP., U.N.O.
= EXISTING JOIST SPANS TYP. FLOOR 2" CONCRETE SLAB OVER
10" JOIST (10"+2") @ 25" O.C., TYP., U.N.O.
FOR BEAM LOCATIONS & SIZES REFERENCE EXISTING DRAWINGS OR
VERIFY IN FIELD.
= AREAS OF DAMAGED CONCRETE, REFER TO S161.
11'-5" 1' - 10"
4" 2' - 2"
2' - 3 1/8" 1' - 8 1/8"
1' - 10" 1' - 7"
8+2
10+2
S150
VERTICAL SUPPORT FOR
PANORAMIC X-RAY,
COORDINATE LOCATION
W/ ARCH.
S151
S140
N
S140
C
EXISTING CHUTE
TO BE INFILLED.
S140
E
FIFTH FLOOR GENERAL NOTES:
S140
9 10
10 11
12 13
13 14
GG
F F
EE
DD
CC
BB
AA
11' - 9 1/2" 13' - 0" 11' - 9 1/2" 14' - 9 1/2" 12' - 11 1/2" 12' - 11 1/2" 12' - 11 1/2" 12' - 11 1/2" 14' - 9 1/2" 14' - 3" 13' - 1" 14' - 3" 14' - 9 1/2" 12' - 11 1/2" 12' - 11 1/2" 12' - 11 1/2" 12' - 11 1/2" 14' - 9 1/2" 11' - 9 1/2" 13' - 0" 11' - 9 1/2"
0"
5"
1/
2"
0"
1/
2"
5 1
/32
1. ALL DIMENSIONS FOR NEW OPENINGS ARE APPROXIMATE. VERIFY IN FIELD
TO AVOID CONFLICTS WITH EXISTING CONSTRUCTION.
2. THE DIMENSIONS OF ALL EXISTING OPENINGS SHOWN ARE TO BE VERIFIED
IN THE FIELD.
3. PENETRATIONS FOR INDIVIDUAL PLUMBING LOCATIONS NOT SHOWN ON
THIS PLAN SHALL BE LOCATED TO AVOID CONCRETE JOISTS WHERE
POSSIBLE. IF CONCRETE JOIST CANNOT BE AVOIDED AND MUST BE
PENETRATED, PROVIDE REINFORCEMENT PER 1/S140. DO NOT PENETRATE
PRIMARY CONCRETE BEAMS UNDER ANY CIRCUMSTANCES.
4. CONTRACTOR TO NOTIFY STRUCTURAL ENGINEER OF RECORD (SEOR) OF
ANY UNDOCUMENTED PENETRATIONS, INCLUDING SIZE AND LOCATION.
INDICATES FRP BEAM REPAIRS PREVIOUSLY COMPLETED.
P
P = EXISTING PENETRATION THROUGH SLAB TO BE INFILLED. REFER TO S161
FOR ADDITIONAL SLAB REPAIR INFORMATION.
D
D = EXISTING RUBBISH CHUTE TO BE MODIFIED FOR NEW OPENING - REFER TO
ARCHITECT FOR ADDITIONAL DETAILS.
PLUMBING CHASE THROUGH CONCRETE FLOOR, COORDINATE WITH MEP
DRAWINGS. IF NEW CHASE IS PARALLEL TO CONCRETE JOIST SPANS,
LOCATE OPENINGS TO AVOID CUTTING JOISTS.
IF NEW CHASE IS PERPENDICULAR TO CONCRETE JOIST SPANS, OR IF THE
NEW OPENINGS OTHERWISE CUT THROUGH JOISTS, PROVIDE ADDITIONAL
SUPPORT PER SHEET S140. REFER TO DETAILS 1, 2 OR 3 AS APPROPRIATE,
DEPENDING ON HOW MANY ADJACENT JOISTS ARE CUT.
DO NOT CUT ANY PRIMARY BEAMS OR COLUMNS
5. CONTRACTOR TO COORDINATE THE IMPROVEMENTS SHOWN ON THIS
SHEET WITH ADDITIONAL CONCRETE REPAIRS ON S161 AND WITH WATER
INTRUSION REPAIRS ON S401 - S408.
6. A PATIENT LIFT TRACK SUPPORT SYSTEM IS TO BE INSTALLED ON THE
UNDERSIDE OF THE FIFTH FLOOR. THE DESIGN AND LAYOUT IS BY OTHERS.
REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION.
7. THE ANCHORAGE OF THE PATIENT LIFT TRACK SUPPORT SYSTEM TO THE
EXISTING CONCRETE STRUCTURE SHALL BE DESIGNED BY THE
CONTRACTOR PER THE SYSTEM MANUFACTURER'S REQUIREMENTS.
8. PROVIDE TRACK LIGHTING SUPPORTS WHERE REQUIRED BY ARCHITECT.
REFER TO THE REFLECTED CEILING PLAN FOR LOCATIONS. REFER TO 6 AND
7/S142 FOR ATTACHMENT DETAILS.
FRP REINFORCING PRESENT AT
COLUMN.
FRP REINFORCING
PRESENT AT COLUMN.
FRP DESIGNER TO
VERIFY IF MODIFICATION
IS REQUIRED
9. VISUALLY INSPECT EXISTING WELDS ON CROSS-BRACE LOCATIONS. NOTIFY
RE FOR APPROVAL OF DEFECT REPAIR. INSPECT AND COAT WITH WITH
PRIMER AFTER REPAIRING WELDS.
10. VISUALLY INSPECT ALL EXISTING BOLTS. FULLY TIGHTEN ANY BOLTS THAT
ARE LOOSE OR HAVE GAP SPACE BETWEEN FRAME AND BOLT HEAD.
= 12"x12" COLUMN WITH (4) #5 VERTICALS. (E) FRP REINFORCING PRESENT
AT COLUMN, FRP DESIGNER TO VERIFY IF FRP MODIFICATION IS
REQUIRED. COLUMN TO BE REINFORCED BETWEEN 5TH FLOOR AND ATTIC
FOR ADDITIONAL 12% MOMENT CAPACITY.
= 12"x12" COLUMN WITH (4) #5 VERTICALS. COLUMN TO BE REINFORCED
BETWEEN 5TH FLOOR AND ATTIC FOR ADDITIONAL 14% MOMENT
CAPACITY.
1/8" = 1'-0"1 FIFTH FLOOR FRAMING PLAN
PLAN NORTH
FINISH FLOOR EL. 78'-6" (VIF)
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
CONSTRUCTION
DOCUMENTS
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
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
RENOVATE BUILDING 1
05/07/2025 MLA WHLRevisions: Date:
CONFORMED SET
FOR CONSTRUCTION
520-317X
Dwg. of
BILOXI, MISSISSIPPI
15090
FIFTH FLOOR FRAMING PLAN
SF120
ADDENDUM #1 05/14/2024
P
9 10
10 11
12 13
13 14
GG
F F
EE
DD
CC
BB
AA
11'-9 1/2" 13'-0" 11'-9 1/2" 14'-9 1/2" 12'-11 1/2" 12'-11 1/2" 12'-11 1/2" 12'-11 1/2" 14'-9 1/2" 14'-3" 13'-1" 14'-3" 14'-9 1/2" 12'-11 1/2" 12'-11 1/2" 12'-11 1/2" 12'-11 1/2" 14'-9 1/2" 11'-9 1/2" 13'-0" 11'-9 1/2"
'-0
'-5
'-1
0 1 /2"
'-0
'-1 0 1
/2"
'-5 1/
N
6+2
6+26+26+2
6+
6+2 6+2 6+2
6+2
A
6+2 6+2 6+2
6+2 6+2 6+2
6+2
6+2 6+2 6+2 COORDINATE ROOF VENT
LOCATIONS WITH MECHANICAL
ATTIC GENERAL NOTES:
1. ALL DIMENSIONS FOR NEW OPENINGS ARE APPROXIMATE. VERIFY IN FIELD TO AVOID CONFLICTS
WITH EXISTING CONSTRUCTION.
2. THE DIMENSIONS OF ALL EXISTING OPENINGS SHOWN ARE TO BE VERIFIED IN THE FIELD.
3. THE DISTRIBUTED WEIGHT OF NEW MECHANICAL EQUIPMENT AND ASSOCIATED STRUCTURAL
SUPPORT SHALL NOT EXCEED 150 PSF.
4' - 8" 5'-2"
5' - 8"
4'-0"
W12x26 W12x26
W12x26
W 8x
W8x18
= SHADED AREA INDICATES REGION OF JOIST STRENGTHENING
PREVIOUSLY COMPLETED FOR AHU REPLACEMENT.
= ALL EXISTING ATTIC FLOORS ARE 2" SLAB ON 6" JOISTS @ 25" O.C. (2"+6")
LEGEND:
N
N
E
N
E
N
OPEN
OPEN
OPEN
2'-0"
6 7/8"
1' - 1 1/8"
2' - 0"
1' - 6"
1'-10 3/4"
7 3/4"
2'-0"
11'-8 5/8"
1'-5 7/8"
A = ACCESS HATCH
E = EXISTING EXHAUST TO REMAIN, FIELD VERIFY LOCATION AND SIZE
N = NEW EXHAUST
C = EXISTING RUBBISH CHUTE TO BE INFILLED. REFER TO S162 FOR
ADDITIONAL SLAB REPAIR INFORMATION.
V = NEW OPENING FOR ROOF VENT ABOVE, COORDINATE LOCATION WITH
ARCHITECT AND MECHANICAL DRAWINGS. REFER TO 5/S151.
2'-3 1/8"
1'-8 1/8"
6+
6+
6+
6+
6+
6+
6+
6+
6+
6+
6+
S140
S140
S140
S140
S151
S151
S140
S140
S140
V
V V
V
S151
S151
= NEW LINTEL IN EXISTING MASONRY WALL. REFER TO ARCHITECT FOR OPENING
SIZE AND LOCATION. REFER TO GENERAL NOTES AND SCHEDULE ON SHEET S001
FOR LINTEL SIZE.
NEW EXHAUST IN
EXISTING OPENING
NEW EXHAUST IN
EXISTING OPENING
N N
N
COORDINATE ROOF
VENT LOCATIONS
WITH MECHANICAL
N
W12x26
W 8x
L
L
SF130
S140
D = EXISTING RUBBISH CHUTE TO BE MODIFIED FOR NEW OPENING - REFER
TO ARCHITECT FOR ADDITIONAL DETAILS.
P = EXISTING PENETRATION THROUGH SLAB TO BE INFILLED. REFER TO
SHEETS S162 FOR ADDITIONAL SLAB REPAIR INFORMATION.
P
WHERE NEW AHU INTERFERES WITH
(E) ATTIC POSTS, REFER TO 8/S142
WHERE NEW AHU INTERFERES WITH
(E) ATTIC POSTS, REFER TO 8/S142
WHERE NEW AHU INTERFERES WITH
(E) ATTIC POSTS, REFER TO 8/S142
D
C
S151
P
SF130
S141
TYP 1'-11 7/8"
2'-4 5/8"
8'-9"
4. REFER TO ARCHITECTURAL AND MECHANICAL ROOF PLANS FOR LOCATIONS OF EXISTING
OPENINGS AND EQUIPMENT TO BE REMOVED. OPENINGS LARGER THAN 16"x16" MAY BE PATCHED
PER DETAIL 8/S151.
5. A PATIENT LIFT TRACK SUPPORT SYSTEM IS TO BE INSTALLED ON THE UNDERSIDE OF THE ATTIC
FLOOR. THE DESIGN AND LAYOUT IS BY OTHERS. REFER TO ARCHITECTURAL DRAWINGS FOR
ADDITIONAL INFORMATION.
6. THE ANCHORAGE OF THE PATIENT LIFT TRACK SUPPORT SYSTEM TO THE EXISTING CONCRETE
STRUCTURE SHALL BE DESIGNED BY THE CONTRACTOR PER THE SYSTEM MANUFACTURER'S
REQUIREMENTS.
7. PROVIDE TRACK LIGHTING SUPPORTS WHERE REQUIRED BY ARCHITECT. REFER TO THE REFLECTED
CEILING PLAN FOR LOCATIONS. REFER TO 6 AND 7/S142 FOR ATTACHMENT DETAILS.
S150
(E) FLOOR
HATCH
10'-7" 6" 3'-1" 3'-6" 3'-6"
1'-4"
5'- 0"
FACE OF (E) WALL
8"
'-4
2'- 6"
EACH
SIDE 7'-
3" 3'-
4"
HSS3x3 x3/
BP2
HSS3x3x3/8
BP1
HSS3x3x3/8
BP1
HSS3x3x3/8
BP2
10'-7"
5'-3" (NOTE 5)
1'-4"
HOIST TROLLEY - SIZED
AS REQUIRED FOR BEAM,
RATED FOR 2000 LB HOIST
CAPACITY, MINIMUM 11
'-4
5'-4" (NOTE 5)
W10x26
W10x26
S1 0x
H
OI
ST
B
EA
M
10 11 12 13
D
C
B
A
EXISTING ROOF OPENING AT OLD CHIMNEY, TO BE PATCHED
AS FOLLOWS:
1. REMOVE EXISTING COVERING AND CLEAN STRUCTURE
TO RECEIVE NEW ATTACHMENT.
2. VERIFY SIZE OF OPENING DOES NOT EXCEED 9'-0"x9'-0".
3. PLACE NEW GALVANIZED 3" x 18 GA METAL ROOF DECK, WITH MINIMUM 8" OF BEARING ON ALL SIDES.
4. FASTEN PERIMETER OF ROOF DECK TO CONCRETE OR
MASONRY WITH 3/16"Ø TITEN SCREWS @ 6" OC.
( 1 3/4" EMBED). SCREWS TO HAVE MINIMUM EDGE
DISTANCE OF 4".
5. IF EXISTING CONSTRUCTION DOES NOT PERMIT
INSTALLATION AS DESCRIBED ABOVE, CONTACT THE
STRUCTURAL ENGINEER OF RECORD (SEOR) FOR
ADDITIONAL INSTRUCTIONS.
1/8" = 1'-0"1 ATTIC FRAMING PLAN
PLAN NORTH
FINISH FLOOR EL. 92'-5" (VIF)
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
CONSTRUCTION
DOCUMENTS
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
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
RENOVATE BUILDING 1
05/07/2025 MLA WHLRevisions: Date:
CONFORMED SET
FOR CONSTRUCTION
520-317X
Dwg. of
BILOXI, MISSISSIPPI
15090
ATTIC FRAMING PLAN
SF130
1/4" = 1'-0"2 HOIST PLAN BASE DETAIL
NOTES:
1. COORDINATE LAYOUT OF HOIST WITH ARCHITECTURAL DRAWINGS.
CONTRACTOR TO VERIFY EXISTING CLEARANCES AND ROOM HEIGHT
PRIOR TO FABRICATING HOIST.
2. MAXIMUM HOIST LOAD = 2000 LBS. PAINT NOTICE OF RATING ON
HOIST BEAM IN LARGE LETTERS.
PLAN NORTH
3. PLACE HOIST BEAM CENTERED OVER EXISTING OPENING.
4. REFER TO SHEET S150 FOR BASE PLATE.
1/4" = 1'-0"3 HOIST FRAMING PLAN DETAIL
PLAN NORTH
5. FIELD VERIFY EXISTING CONDITIONS SO THAT HOIST BEAM IS
CENTERED OVER (E) HATCH.
1/8" = 1'-0"4 PARTIAL ROOF PLAN
PLAN NORTH
ADDENDUM #1 05/14/2024
D
D
L
L
L
L
L
L
L
FS
FS
DH
DH
L L
L
L
LL
L
L
D
L
L
L
FS
L
L
L
FS
D
FS
FSFS
D
DH
DH
D D
FS
FS FS
FS
FS
FS
FS FS FS FS
FS
FS
FS
FS
FS
L
L
L
L
L
L
FS
FS
FS FS
L
L
L
FS
FS
FS
FS
FS
FS
L
L
L
L
L
L
L
L
FS
L
L
FS
L
L
L
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22
G
F
E
D
C
B
A
AE111
AE111
AE111
AE111
AE111
AE111 3
AE111
AE111
AE111
AE111
AE111
AE111
AE111
AE111
AE111
AE111
AE111
AE111
2 2 2 2
1A 1A
1A
1A
1A
1A 1A
1A 1A
2 2
2 2 2 2 2 2
2 2
1B
AE514
AE514
1'
1A 1B
3B114
3B116
3B118
3B119
3B121
3B122
3B123 3B124
3B102
3B101
3B103
3B104
3B105
3B106
3B107
3B108
3B109
3B110
3B111 3B113
3B111A
3B111B
3B114A
3B118A 3B119A 3B123A
3B124A
C3-104
3A101
3A102
3A103
3A104
3A105
3A106
3A107
3A110
3A111
3A112
3A114
3A115
3A117 3A118
3A120
3A121
3A122 3A123
3A125 3A128
3A117A 3A118A 3A122A
3A123A
3A125A
3A127
3A130
3A131A
3A131
3A131B3A133
3A1343A137
3A1363A135
3A141
3A138
3A139
3A140
3A142
3A109A
C3-105
C3-103
3A124
C3-1093A132 C3-101
3B112
3B125
C3-107
3A1263A119
3B1203B117 3B115
1A
1B
3A109
11' - 9 1/2" 13' - 0" 11' - 9 1/2" 14' - 9 1/2" 12' - 11 1/2" 12' - 11 1/2" 12' - 11 1/2" 12' - 11 1/2" 14' - 9 1/2" 14' - 3" 13' - 1" 14' - 3" 14' - 9 1/2" 12' - 11 1/2" 12' - 11 1/2" 12' - 11 1/2" 12' - 11 1/2" 14' - 9 1/2" 11' - 9 1/2" 13' - 0" 11' - 9 1/2"
1/ 2"
1/ 2"
AE611
TYP
AE611
TYP
AE514
3B116A
8' - 0" A.F.F.
8' - 6" A.F.F.
8' - 0" A.F.F.
8' - 0" A.F.F.
8' - 0" A.F.F.
8' - 0" A.F.F.
7' - 6" A.F.F.
8' - 0" A.F.F.
7.4
F.8
F.3
B.4
B.7
D.8
D.2
2' - 0" 2' - 0"
B.8
B.2
10.8 12.2
AE112
TYP
SIM
AE112
TYP
SIM
AE112
TYP
AE112
TYP
2'
TYP
TYP
AE112
SIM
AE112
SIM
AE112
SIM
AE112
SIM
AE112
SIM
8' - 0" A.F.F.
9' - 0" A.F.F.
AE514
AE514
AE514
AE514
AE514
AE514
AE514
AE514
AE514
AE514
AE514
AE514
AE514
AE514
AE514
AE514
AE514
AE514
AE514
AE514
AE514
AE514
1'
7' - 11" A.F.F.
8' - 6" A.F.F.
7' - 11" A.F.F.
7' - 11" A.F.F.
7' - 6" A.F.F.
7' - 11" A.F.F. 7' - 11" A.F.F.
7' - 11" A.F.F.
8' - 0" A.F.F. 8' - 0" A.F.F.
2'
2'
1' - 1 1/2"
12' - 0"
1' - 1 1/2"
AE111
7' - 6" A.F.F.
7' - 6" A.F.F.
7' - 6" A.F.F.
AE611
AE611
N N N N N N N N N N N
NN
C3-107A
EAST STAIR
3A133
7' - 11" A.F.F.
L L L L L L L L L L L
LL
ALIGN W/ PILASTER
SEE RCP
8"
CEILING AS SCHED
5/8" GYP BD
3-5/8" MTL STUDS @
16" O.C.
SEE RCP
SEE RCP
8"
CEILING AS SCHED
5/8" GYP BD
3-5/8" MTL STUDS @
16" O.C.
SEE RCP
SEE RCP
CONTRACTOR IS TO FIELD VERIFY ALL DIMENSIONS AND CONDITIONS.
UPON DISCOVERY OF ANY DISCREPANCIES BETWEEN DRAWINGS AND DEPICTING EXISTING
CONDITIONS OR UPON DISCOVERY OF UNKNOWN CONDITIONS DETRIMENTAL TO THE COMPLETION OF
THE WORK AS INDICATED IN THE DOCUMENTS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY
ARCHITECT AND THE RESIDENT ENGINEER, IN WRITING, OF THE CONDITION IN QUESTION BEFORE
PROCEEDING WITH WORK IN THAT AREA. SEE DETAIL 16/AE611
WHERE LAY-IN CEILING UNITS LESS THAN 6 INCHES WIDE OCCUR AT EDGES OF ROOM WITH 24X24 INCH PATTERN PROVIDE 24X48 INCH PANELS CUT TO EXTEND TO WALL ELIMINATING THE TEE NEAR
THE WALL.
THE PROPER LAYOUT OF THE RCP IS A COMBINATION OF ELECTRICAL & MECHANICAL PLANS AND THE CEILING FINISH CHOSEN, COORDINATION IS REQUIRED PRIOR TO INSTALLATION OF THE CEILING, LIGHT FIXTURES, DIFFUSERS, ETC. COORDINATION/RESOLUTION TO CEILING CONFLICTS ARE TO BE
APPROVED BY RESIDENT ENGINEER.
SEE MECHANICAL AND ELECTRICAL SHEETS TO VERIFY SIZE, TYPE, NUMBER AND LOCATIONS OF
FIXTURES.
ALL LIGHTS TO BE CENTERED WITHIN 2X2 GRID (TYPICAL); ALL 2X2 GRIDS TO BE CENTERED WITHIN
ROOM (TYPICAL) .
PROVIDE PAINTABLE ACCESS PANELS IN GYP BD CEILINGS AS REQ'D FOR ACCESS TO MECH &
PLUMBING EQUIP. SEE MECH & PLUMBING FOR LOCATIONS.
ALL SUSPENDED ACP AND GYPSUM BOARD CEILINGS HEIGHTS ARE AT 9'-0" AFF U.N.O. ALL GYPSUM
BOARD SOFFITS ARE AT 7'-11" AFF U.N.O.
RCP GENERAL NOTES
1.
2.
3.
4.
5.
6.
7.
8.
PATIENT LIFT TRACK(VC), 550# RE: SPECIALTY EQUIPMENT DRAWINGS (LIFTS),
SEE DETAIL 13/AE611, 14/AE611, AND 16/AE611
PATIENT LIFT TRACK(VC), 770# RE: SPECIALTY EQUIPMENT DRAWINGS (LIFTS),
SEE DETAIL 13/AE611, 14/AE611, AND 16/AE611
PRIVACY CURTAIN & TRACK
SHOWER CURTAIN & ROD
PROVIDE STEEL SUPPORT ABOVE SUSPENDED CEILING FOR CEILING MOUNTED TOILET PARTITIONS, SEE DETAIL 15/AE611
CEILING TRACK FOR DENTAL LIGHT
PROVIDE REINFORCED LENGTHS OF CEILING TRACKS AS REQUIRED TO ALLOW FOR REMOVAL OF
6' X 6' AREA OF ACT FOR ACCESS/USE OF THE ATTIC HATCH. SEE 1/AE110.
RCP KEY NOTES
1A
1B
2X2 LAY IN TILE
RCP LEGEND
EXP STRUCT
8' - 0" A.F.F. CEILING HEIGHT
GYP BOARD
TROFFER LIGHT FIXTURE,
SEE ELEC.
MECH DIFFUSERS/GRILLES-
SEE MECH.
CEILING MOUNTED SPEAKERS
FS
D
EXIT LIGHT, SEE ELEC.
LIGHT FIXTURE
SURFACE MOUNT,
SEE ELEC.
LIFT TRACK
PRIVACY CURTAIN OR
SHOWER CURTAIN
FIRE ALARM CEILING MOUNTED
SPEAKER, SEE ELEC.
SMOKE DETECTOR
N
CORRIDOR LIGHT VISUAL
INDICATOR FOR NURSE CALL,
SEE TELECOM
STRIP LIGHT FIXTURE,
SEE ELEC.
L WALL MOUNTED
FIRE ALARM DEVICES -
SPEAKER STROBE, SEE ELEC.
L WALL MOUNTED
FIRE ALARM DEVICES -
STROBE, SEE ELEC.
DH
WALL MOUNTED
FIRE ALARM DEVICES -
DOOR HOLD OPEN
L
DOWNLIGHT RECESSED
LIGHT FIXTURE, SEE ELEC.
DOWNLIGHT STRIP
LIGHT FIXTURE, SEE ELEC.
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
CONSTRUCTION
DOCUMENTS
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 STAMPCONSULTANT
321 4 5 6 7 8 9 10
CONFORMED SET
FOR CONSTRUCTION
520-317X
Dwg. of
BILOXI, MISSISSIPPI
THOMAS OLESAK, ARCHITECT
1050 HOYT AVE WEST ST PAUL, MN 55117
952-451-0460
MS Lic # 5505
C U s e rs \p c h o i\ D o c u m e n ts
\1
V
A M
C -B ilo x i B u ild in g
R
C e n tr a l m o d e l_
Y e u n y o u n g .r v t
/1
/2
:0
:1
A
M
AE111
3RD FLOOR REFLECTED CEILING
PLAN
RENOVATE BUILDING 1
LA CD,PC
75 239
05/12/2025
1/8" = 1'-0"AE111
1 3RD FLOOR REFLECTED CEILING PLAN
1" = 1'-0"AE111
2 TYPICAL CORRIDOR FURDOWN
1" = 1'-0"AE111
3 TYPICAL CEILING TRANSITION
0 8' 16'4'
NO. REVISIONS DATE 05.12.2025
D D
D
L
L
L
L
L
FS
FS
DH
DH
L L
L
L
L
LL
L
L
D
L
L
L
FS
L
L
L
D
FS
FSFS
L
L
FS
L
L
DH
DH
D D
L
D
FS
FS FS
FS
FS FS FS FS
FS FS
FS
FS
L
L
L
L
FS
L
D
D
FS
L
FS
FS
L
FS
L
L
FS
L
L
L
L
L
FS
FS
L
L
FS
L
FS
FS
FS
FS
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22
G
F
E
D
C
B
A
AE111 2
AE111
AE111
AE111
AE111
AE111
AE111
AE111
AE111
AE111
AE111
AE111
AE111
AE111
2 2 2 2
1A
1A 1A 1A 1A
1A 1A 1A 1A
2 2 2 2 2 2
1'
2' - 0"
2' - 0"
1B
1A
4B114
4B116
4B116A
4B114A 4B118A
4B119A
4B118
4B119
4B121
4B122
4B123
4B123A
4B124A
4B124
4A111
4A110
4A112
4A114
4A115
4A117
4A117A
4A118A
4A118
4A121
4A120
4A122
4A122A
4A123A
4A123
4A125
4A125A
4A128
4A130
4A131A
4A131
4A134
4A133
4A1364A135
4A137
4A1384A139
4A140
4A142
4A141
4A131B
4A101
4A102
4A103
4A1044A106
4A107
C4-104
4A105
4B101
4B103
4B104
4B105
4B1064B107 4B108
4B109
4B102
4B110
4B111
4B111A
4B113
4B111B
C4-103
4A109A
C4-105
C4-101 C4-107
4B120 4B125
4A119
4A124
4A132
4B112
4A127
4B115
4B117 4A126
4A134A
C4-109
1B
1A
1B
4A109
AE611
TYP
AE611
TYP
AE611
AE611
TYP
AE611
TYP
AE301
AE301
AE301
AE301
AE301
8' - 0" A.F.F.
8' - 0" A.F.F.
8' - 0" A.F.F.
7.4
F.8
F.3
B.4
B.7
D.8
D.2
B.8
B.2
10.8 12.2
AE112
TYP
SIM
AE112
TYP
SIM
AE112 TYP
AE112
TYP
AE112
SIM
AE112
SIM
AE112
SIM
AE112
SIM
AE112
SIM
2'
8' - 0" A.F.F.
8' - 0" A.F.F.
AE112 TYP
AE112 TYP
11' - 9 1/2" 13' - 0" 11' - 9 1/2" 14' - 9 1/2" 12' - 11 1/2" 12' - 11 1/2" 12' - 11 1/2" 12' - 11 1/2" 14' - 9 1/2" 14' - 3" 13' - 1" 14' - 3" 14' - 9 1/2" 12' - 11 1/2" 12' - 11 1/2" 12' - 11 1/2" 12' - 11 1/2" 14' - 9 1/2" 11' - 9 1/2" 13' - 0" 11' - 9 1/2"
1/ 2"
1/ 2"
AE514
AE514
AE514
AE514
AE514
AE514
AE514
AE514
AE514
AE514
AE514
AE514
AE514
AE514
AE514
AE514
AE514
AE514
AE514
AE514
AE514
AE514
AE514
AE514
AE514
1'
1' - 1 1/2" 12' - 0" 1' - 1 1/2"
7' - 6" A.F.F.
2'
2'
AE111
AE111
AE111
AE111
AE111
N N N N N N N N N N N
NN
L L L L L L L L L L L
LL
4B100A
CONTRACTOR IS TO FIELD VERIFY ALL DIMENSIONS AND CONDITIONS.
UPON DISCOVERY OF ANY DISCREPANCIES BETWEEN DRAWINGS AND DEPICTING EXISTING
CONDITIONS OR UPON DISCOVERY OF UNKNOWN CONDITIONS DETRIMENTAL TO THE COMPLETION OF
THE WORK AS INDICATED IN THE DOCUMENTS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY
ARCHITECT AND THE RESIDENT ENGINEER, IN WRITING, OF THE CONDITION IN QUESTION BEFORE
PROCEEDING WITH WORK IN THAT AREA. SEE DETAIL 16/AE611
WHERE LAY-IN CEILING UNITS LESS THAN 6 INCHES WIDE OCCUR AT EDGES OF ROOM WITH 24X24 INCH PATTERN PROVIDE 24X48 INCH PANELS CUT TO EXTEND TO WALL ELIMINATING THE TEE NEAR
THE WALL.
THE PROPER LAYOUT OF THE RCP IS A COMBINATION OF ELECTRICAL & MECHANICAL PLANS AND THE CEILING FINISH CHOSEN, COORDINATION IS REQUIRED PRIOR TO INSTALLATION OF THE CEILING, LIGHT FIXTURES, DIFFUSERS, ETC. COORDINATION/RESOLUTION TO CEILING CONFLICTS ARE TO BE
APPROVED BY RESIDENT ENGINEER.
SEE MECHANICAL AND ELECTRICAL SHEETS TO VERIFY SIZE, TYPE, NUMBER AND LOCATIONS OF
FIXTURES.
ALL LIGHTS TO BE CENTERED WITHIN 2X2 GRID (TYPICAL); ALL 2X2 GRIDS TO BE CENTERED WITHIN
ROOM (TYPICAL) .
PROVIDE PAINTABLE ACCESS PANELS IN GYP BD CEILINGS AS REQ'D FOR ACCESS TO MECH &
PLUMBING EQUIP. SEE MECH & PLUMBING FOR LOCATIONS.
ALL SUSPENDED ACP AND GYPSUM BOARD CEILINGS HEIGHTS ARE AT 9'-0" AFF U.N.O. ALL GYPSUM
BOARD SOFFITS ARE AT 7'-11" AFF U.N.O.
RCP GENERAL NOTES
1.
2.
3.
4.
5.
6.
7.
8.
PATIENT LIFT TRACK(VC), 550# RE: SPECIALTY EQUIPMENT DRAWINGS (LIFTS),
SEE DETAIL 13/AE611, 14/AE611, AND 16/AE611
PATIENT LIFT TRACK(VC), 770# RE: SPECIALTY EQUIPMENT DRAWINGS (LIFTS),
SEE DETAIL 13/AE611, 14/AE611, AND 16/AE611
PRIVACY CURTAIN & TRACK
SHOWER CURTAIN & ROD
PROVIDE STEEL SUPPORT ABOVE SUSPENDED CEILING FOR CEILING MOUNTED TOILET PARTITIONS, SEE DETAIL 15/AE611
CEILING TRACK FOR DENTAL LIGHT
PROVIDE REINFORCED LENGTHS OF CEILING TRACKS AS REQUIRED TO ALLOW FOR REMOVAL OF
6' X 6' AREA OF ACT FOR ACCESS/USE OF THE ATTIC HATCH. SEE 1/AE110.
RCP KEY NOTES
1A
1B
DOUBLE ROLLER SHADE & ENCLOSURE
SINGLE
SHADE @ SIM
CEILING AS SCHED
CLOSURE BY SHADE MFR
ROLLER SHADE
STOREFRONT SYSTEM
INSULATED GLASS
INSULATED PANEL
8" ALUMINUM
CLOSURE TRIM
S E
E R
C P
ELEV
8' - 10"
ACT ELEV
8' - 6"
DOUBLE ROLLER SHADE & ENCLOSURE
SINGLE
SHADE @ SIM
CLOSURE BY SHADE MFR
ROLLER SHADE
STOREFRONT SYSTEM
INSULATED GLASS
CEILING AS SCHED
S E
E R
C P
ELEV
8' - 10"
ELEV
9' - 0 1/2"
ELEV 9' - 0"
2X2 LAY IN TILE
RCP LEGEND
EXP STRUCT
8' - 0" A.F.F. CEILING HEIGHT
GYP BOARD
TROFFER LIGHT FIXTURE,
SEE ELEC.
MECH DIFFUSERS/GRILLES-
SEE MECH.
CEILING MOUNTED SPEAKERS
FS
D
EXIT LIGHT, SEE ELEC.
LIGHT FIXTURE
SURFACE MOUNT,
SEE ELEC.
LIFT TRACK
PRIVACY CURTAIN OR
SHOWER CURTAIN
FIRE ALARM CEILING MOUNTED
SPEAKER, SEE ELEC.
SMOKE DETECTOR
N
CORRIDOR LIGHT VISUAL
INDICATOR FOR NURSE CALL,
SEE TELECOM
STRIP LIGHT FIXTURE,
SEE ELEC.
L WALL MOUNTED
FIRE ALARM DEVICES -
SPEAKER STROBE, SEE ELEC.
L WALL MOUNTED
FIRE ALARM DEVICES -
STROBE, SEE ELEC.
DH
WALL MOUNTED
FIRE ALARM DEVICES -
DOOR HOLD OPEN
L
DOWNLIGHT RECESSED
LIGHT FIXTURE, SEE ELEC.
DOWNLIGHT STRIP
LIGHT FIXTURE, SEE ELEC.
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
CONSTRUCTION
DOCUMENTS
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 STAMPCONSULTANT
321 4 5 6 7 8 9 10
CONFORMED SET
FOR CONSTRUCTION
520-317X
Dwg. of
BILOXI, MISSISSIPPI
THOMAS OLESAK, ARCHITECT
1050 HOYT AVE WEST ST PAUL, MN 55117
952-451-0460
MS Lic # 5505
C U s e rs \p c h o i\ D o c u m e n ts
\1
V
A M
C -B ilo x i B u ild in g
R
C e n tr a l m o d e l_
Y e u n y o u n g .r v t
/1
/2
:0
:1
A
M
AE112
4TH FLOOR REFLECTED CEILING
PLAN
RENOVATE BUILDING 1
LA CD,PC
76 239
05/12/2025
1/8" = 1'-0"AE112
1 4TH FLOOR REFLECTED CEILING PLAN
1 1/2" = 1'-0"AE112
3 ACT CONNECTION AT SINGLE ROLLER SHADE
1 1/2" = 1'-0"AE112
2 ACT CONNECTION AT DOUBLE ROLLER SHADE
D
D
L
L
FS
FS
DH
DH
FS
L L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L L
D D
DH
DH
L
L
L
L
FS
FS
FS
L
FS
FS
FS
L
L
L
FS
FS FS
L
L
FS
FS
FS
L
FS
L
FS
FS
SS
SS
DH
DH
D D
FS
FS FS
FS
FS
FS FS FS FS
FS
FS
FS
FS
FS
FS
L
D
FS
FS
FS
FSFS
FS
FS
FS
L
L
L
L
L
L
L
L
FS
L
LL
L
FS
FS
L
FSFS
L
L
FS
L
L
L
L
F
L
D S
D D
S D
C C
L
L
L
FS
FS FS
FS
FSFS
L
LL
DSD
DSD
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19
21 22
G
F
E
D
C
B
A
AE111
AE111
AE111
AE111
AE111
1B 1A
3'
2' - 0"
1'
5B122 5B123
5B128
5B130 5B135 5B136
5B129
5B131
5A110
5A111
5A112
5A113
5A114
5A108
5A115
5A117
5A118
5A119
5A120
5A121
5A122
5A1245A125
5A126
5A127
5A128
5A130
5A131
5A134
5A132
5A133
5A135
5A101
5A102
5A103 5A105
5A106
C5-105
5B102
5B103
5B104
5B105
5B106
5B109
5B107
5B111
5B112
5B114
C5-104A
C5-104
C5-107A
C5-109
C5-102C
C5-106
C5-103
5B115
5B110
5B119
5B118
5B117
5B116
5B121
5B120
5B125
5B126 5B127 5B132 5B133 5B134
5B113
1/ 2"
1/ 2"
5B115A
5 5
5 5 5 5 5 5
8' - 0" A.F.F.
8'- 0" AFF
8' - 0" A.F.F.
8' - 0" A.F.F.
8' - 0" A.F.F.
8' - 0" A.F.F.
8' - 0" A.F.F. 9' - 0" A.F.F.
8' - 0" A.F.F.
8' - 0" A.F.F.
1'
TYP
4' - 0"
TYP
4' - 0"
7.4
8'- 0" AFF
AE113
Sim
F.8
F.3
B.4
B.7
D.8
D.2
B.8
B.2
10.8 12.2
5A110
AE112
AE112
TYP
SIM
AE112
TYP
AE112 TYP
AE514
SIM
AE514
SIM
AE514
SIM
AE514
AE514
SIM
TYP
SIM
TYP TYP
TYP
AE111
AE111
AE111
AE111
11' - 9 1/2" 13' - 0" 11' - 9 1/2" 14' - 9 1/2" 12' - 11 1/2" 12' - 11 1/2" 12' - 11 1/2" 12' - 11 1/2" 14' - 9 1/2" 14' - 3" 13' - 1" 14' - 3" 14' - 9 1/2" 12' - 11 1/2" 12' - 11 1/2" 12' - 11 1/2" 12' - 11 1/2" 14' - 9 1/2" 11' - 9 1/2" 13' - 0" 11' - 9 1/2"
1'
1'
7' - 6" A.F.F.
8' - 0" A.F.F.
8"
1'
4"
1' - 0"
1' - 6"
AE514
AE514
AE514
AE514
AE514
AE514
AE514
AE514
AE514
AE514
AE514
AE514
AE514
AE514
AE514
AE514
AE514
AE514
AE514
AE514
AE514
AE514
AE514
AE514
AE514
AE514
AE514
AE514
AE111
7' - 6" A.F.F.
7' - 6" A.F.F.
7' - 6" A.F.F.
8' - 0" A.F.F.
AE111
7' - 6" A.F.F.
7' - 6" A.F.F.
9' - 0" A.F.F.
8' - 0" A.F.F.
4'
4'
C5-101
C5-102A
C5-102B
C5-102
C5-102C
C5-107 C5-108
N
N
L
L
CONTRACTOR IS TO FIELD VERIFY ALL DIMENSIONS AND CONDITIONS.
UPON DISCOVERY OF ANY DISCREPANCIES BETWEEN DRAWINGS AND DEPICTING EXISTING
CONDITIONS OR UPON DISCOVERY OF UNKNOWN CONDITIONS DETRIMENTAL TO THE COMPLETION OF
THE WORK AS INDICATED IN THE DOCUMENTS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY
ARCHITECT AND THE RESIDENT ENGINEER, IN WRITING, OF THE CONDITION IN QUESTION BEFORE
PROCEEDING WITH WORK IN THAT AREA. SEE DETAIL 16/AE611
WHERE LAY-IN CEILING UNITS LESS THAN 6 INCHES WIDE OCCUR AT EDGES OF ROOM WITH 24X24 INCH PATTERN PROVIDE 24X48 INCH PANELS CUT TO EXTEND TO WALL ELIMINATING THE TEE NEAR
THE WALL.
THE PROPER LAYOUT OF THE RCP IS A COMBINATION OF ELECTRICAL & MECHANICAL PLANS AND THE CEILING FINISH CHOSEN, COORDINATION IS REQUIRED PRIOR TO INSTALLATION OF THE CEILING, LIGHT FIXTURES, DIFFUSERS, ETC. COORDINATION/RESOLUTION TO CEILING CONFLICTS ARE TO BE
APPROVED BY RESIDENT ENGINEER.
SEE MECHANICAL AND ELECTRICAL SHEETS TO VERIFY SIZE, TYPE, NUMBER AND LOCATIONS OF
FIXTURES.
ALL LIGHTS TO BE CENTERED WITHIN 2X2 GRID (TYPICAL); ALL 2X2 GRIDS TO BE CENTERED WITHIN
ROOM (TYPICAL) .
PROVIDE PAINTABLE ACCESS PANELS IN GYP BD CEILINGS AS REQ'D FOR ACCESS TO MECH &
PLUMBING EQUIP. SEE MECH & PLUMBING FOR LOCATIONS.
ALL SUSPENDED ACP AND GYPSUM BOARD CEILINGS HEIGHTS ARE AT 9'-0" AFF U.N.O. ALL GYPSUM
BOARD SOFFITS ARE AT 7'-11" AFF U.N.O.
RCP GENERAL NOTES
1.
2.
3.
4.
5.
6.
7.
8.
10 11 12 13
D
C
B
A
6B100A
6B100B
6B103
6B102
NON-USABLE
SPACE
NON-USABLE
SPACE
NEW MECH.
SHAFT
EXISTING
RADIO
ROOM.
EXISTING ALCOVE
B.4
B.7
D.2
B.8
B.2
10.8 12.2
AE113 4
MTL STUD BRACING AT
4'-0" OC MAX AS REQ
GYP BD
TYP METAL
CORNER BEAD
S E
E R
C P
M
IN
6" T
Y P
ACP
S E
E R
C P
1' - 8 1/2"
WALL BEYOND
MODIFIED
HORIZONTAL
STRUCTURAL
CROSS
BRACING
1'
ACP
1'
PATIENT LIFT TRACK(VC), 550# RE: SPECIALTY EQUIPMENT DRAWINGS (LIFTS),
SEE DETAIL 13/AE611, 14/AE611, AND 16/AE611
PATIENT LIFT TRACK(VC), 770# RE: SPECIALTY EQUIPMENT DRAWINGS (LIFTS),
SEE DETAIL 13/AE611, 14/AE611, AND 16/AE611
PRIVACY CURTAIN & TRACK
SHOWER CURTAIN & ROD
PROVIDE STEEL SUPPORT ABOVE SUSPENDED CEILING FOR CEILING MOUNTED TOILET PARTITIONS, SEE DETAIL 15/AE611
CEILING TRACK FOR DENTAL LIGHT
PROVIDE REINFORCED LENGTHS OF CEILING TRACKS AS REQUIRED TO ALLOW FOR REMOVAL OF
6' X 6' AREA OF ACT FOR ACCESS/USE OF THE ATTIC HATCH. SEE 1/AE110.
RCP KEY NOTES
1A
1B
2X2 LAY IN TILE
RCP LEGEND
EXP STRUCT
8' - 0" A.F.F. CEILING HEIGHT
GYP BOARD
TROFFER LIGHT FIXTURE,
SEE ELEC.
MECH DIFFUSERS/GRILLES-
SEE MECH.
CEILING MOUNTED SPEAKERS
FS
D
EXIT LIGHT, SEE ELEC.
LIGHT FIXTURE
SURFACE MOUNT,
SEE ELEC.
LIFT TRACK
PRIVACY CURTAIN OR
SHOWER CURTAIN
FIRE ALARM CEILING MOUNTED
SPEAKER, SEE ELEC.
SMOKE DETECTOR
N
CORRIDOR LIGHT VISUAL
INDICATOR FOR NURSE CALL,
SEE TELECOM
STRIP LIGHT FIXTURE,
SEE ELEC.
L WALL MOUNTED
FIRE ALARM DEVICES -
SPEAKER STROBE, SEE ELEC.
L WALL MOUNTED
FIRE ALARM DEVICES -
STROBE, SEE ELEC.
DH
WALL MOUNTED
FIRE ALARM DEVICES -
DOOR HOLD OPEN
L
DOWNLIGHT RECESSED
LIGHT FIXTURE, SEE ELEC.
DOWNLIGHT STRIP
LIGHT FIXTURE, SEE ELEC.
SEE RCP
2' - 6"
1'
6"
INSULATED WATER PIPES -
SEE MECHANICAL
EXISTING 2HR RATED
FLOOR/CEILING ASSEMBLY
MECHANICAL FASTEN
EXISTING 2H RATED
ASSEMBLY
2 1/2" CT STUDS 24" O.C.
2 LAYERS 5/8" FIRE-
SHIELDS GYPSUM BOARD
CORNER BEAD
VERTICAL - 2H
UL DESIGN: U497
HORIZONTAL - 2H
UL DESIGN: G586
3 LAYERS 5/8" FIRE-
SHIELD C GYPSUM BOARD
J TRACK FASTENED TO
STUDS 24" O.C. MAX
1" FIRE SHIELD
SHAFTLINER
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
CONSTRUCTION
DOCUMENTS
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 STAMPCONSULTANT
321 4 5 6 7 8 9 10
CONFORMED SET
FOR CONSTRUCTION
520-317X
Dwg. of
BILOXI, MISSISSIPPI
THOMAS OLESAK, ARCHITECT
1050 HOYT AVE WEST ST PAUL, MN 55117
952-451-0460
MS Lic # 5505
C U s e rs \p c h o i\ D o c u m e n ts
\1
V
A M
C -B ilo x i B u ild in g
R
C e n tr a l m o d e l_
Y e u n y o u n g .r v t
/1
/2
:0
:2
A
M
AE113
5TH FLOOR & ATTIC REFLECTED
CEILING PLAN
RENOVATE BUILDING 1
LA CD,PC
77 239
05/12/2025
1/8" = 1'-0"AE113
1 5TH FLOOR REFLECTED CEILING PLAN
1/8" = 1'-0"AE113
2 ATTIC REFLECTED CEILING PLAN
1 1/2" = 1'-0"AE113
4 BULKHEAD DETAIL
1 1/2" = 1'-0"AE113
3 2 HR RATED ENCLOSURE
0 8' 16'4'
9" 9"
3'
2'
9" 4"
3'
9"
A S
S C
H E
D
AS SCHED. AS SCHED.
A S
S C
H E
D
2 3
AS SCHED.
A S
S C
H E
D
INACTIVE ACTIVE
GLAZING
PER
SCHED.
GLAZING
PER
SCHED.
A S
S C
H E
D
AS SCHED.
A S
S C
H E
D
3'
2'
9" 4"
A S
S C
H E
D
GLAZING
PER
SCHED.
9" 9"
3'
9"
A S
S C
H E
D
GLAZING
PER
SCHED.
6"
1'
AS SCHED.AS SCHED.AS SCHED.AS SCHED. AS SCHED.
GLAZING
PER
SCHED.
AS SCHED.
A S
S C
H E
D
GLAZING
PER
SCHED.
1/
2"
6"
9"
SEE SCHEDULE
S E
E S
C H
E D
U
LE
SEE SCHEDULE
F-1: HOLLOW METAL F-6: HOLLOW METAL WITH SIDELIGHTF-4: HOLLOW METAL
- INTERIOR FRAME
- FRAME DEPTH = WALL THICKNESS +1"
- PROVIDE HOSPITAL STOPS AT ALL
NON-RATED FRAMES
SEE SCHEDULE
S E
E S
C H
E D
U
LE
F-3: HOLLOW METAL LEAD LINED
- INTERIOR FRAME
- FRAME DEPTH = WALL THICKNESS +1"
- PROVIDE HOSPITAL STOPS AT ALL
NON-RATED FRAMES
- INTERIOR FRAME (EQUAL RABBET)
- FRAME DEPTH = WALL THICKNESS +1"
- PROVIDE HOSPITAL STOPS AT ALL
NON-RATED FRAMES
SEE SCHEDULE
F-5: HOLLOW METAL - DUAL EGRESS
- INTERIOR FRAME (EQUAL RABBET)
- FRAME DEPTH = WALL THICKNESS +1"
- INTERIOR FRAME (EQUAL RABBET)
F-2: HOLLOW METAL
- INTERIOR FRAME AT PATIENT BATHROOMS
- FRAME DEPTH = WALL THICKNESS +1"
S E
E S
C H
E D
U
LE
S E
E S
C H
E D
U
LE
SEE SCHEDULE
S E
E S
C H
E D
U
LE
AE611
AE611
SEE SCHEDULE
AE611
AE611
AE611
S E
E S
C H
E D
U
LE
AE611
AE611
AE611
SIM
AE611
AE611
AE611
AE611
AE611
AE612
1' - 6"
GL- 11
SIM
2' - 0"
GL- 10
FLOOR LEVEL
GL- 1 GL- 8
4' - 0"
GL- 6
(FIXED) (FIXED)
AA BB CC DD
AE612
AE612
3'
3'
AE612
3'
4'
"SIM
AE612
AE612
AE612
7' - 8"
AE612
AE612
AE612
SIM
3'
4'
6' - 0"
AE612
AE612 3'
4'
AE612
SIM
GLAZING TYPES
GL- 1 1/4" CLEAR TEMPERED GLASS
GL- 2 1 5/16" INSULATED UNIT
EXTERIOR : 1/4" SOLAR GREY LOW "E" TEMPERED
AIR SPACE: 1/2"
INTERIOR : 9/16" CLEAR SGP LAMINATED TEMPERED
1/4" TEMPERED
0.060 SPG INTERLAYER
1/4" TEMPERED
1 5/16" INSULATED UNIT
EXTERIOR : 1/4" SOLAR GREY LOW "E" TEMPERED
AIR SPACE: 1/2"
INTERIOR : 9/16" CLEAR PVB LAMINATED TEMPERED
1/4" TEMPERED
0.060 PVB INTERLAYER
1/4" TEMPERED
GL- 3
GL- 4 SAME AS GL-2 EXCEPT PROVIDE OBSCURE
PRIVACY SURFACE TREATMENT ON S4
GL- 5 SAME AS GL-3 EXCEPT PROVIDE OBSCURE
PRIVACY SURFACE TREATMENT ON S4
GL- 6 3/8" CLEAR TEMPERED GLASS
GL- 7 1/4" FIRE RESISTANCE CLEAR TEMPERED GLASS
GL- 8 LEAD EQUIVALENT CLEAR
GL- 9 NOT USED
GL- 10 1/8" TEMPERED CLEAR GLASS,
PROVIDE GLAZING ON BOTH SIDES WITH AN
OPERABLE HORIZONTAL BLIND BETWEEN GLASS
PANELS - OPERABLE FROM NURSE SERVER SIDE
GL- 11 3/8" CLEAR SAFETY LAMINATE GLASS
REMARKS
A PROVIDE ROBE HOOK
B PROVIDE MOP/KICK ARMOR PLATE
C PROVIDE CUTOUT IN FRAME FOR PATIENT LIFT TRACK
D ELECTROMAGNETIC HOLDER
E POWER ASSISTED DOOR
F CARD READER
G EXIT DEVICE
H SEE DETAIL 12/AE 611
J SLIDING DOOR
K OBSCURE GLASS. SPEC SECTION 08 80 00
L LEAD LINED DOOR AND FRAME ASSEMBLY
M VERIFY EXIST 90 MIN RATING
N VERIFY RATE OF RISE OF EXISTING DOOR RATING
O PAINT EXISTING DOOR AND FRAME
P FRAME PROCURED THROUGH PREVIOUS CONTRACT
AND STORED ON SITE
PROVIDE FRAME WITH TERMINATED STOPS.
UPON REVIEW OF THE STORED FRAMES ON SITE,
THE CONTRACTOR MAY CHOOSE TO UTILIZE THE
PREVIOUSLY PROCURED FRAMES.
GENERAL NOTES
1.
2.
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
CONSTRUCTION
DOCUMENTS
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 STAMPCONSULTANT
321 4 5 6 7 8 9 10
CONFORMED SET
FOR CONSTRUCTION
520-317X
Dwg. of
BILOXI, MISSISSIPPI
THOMAS OLESAK, ARCHITECT
1050 HOYT AVE WEST ST PAUL, MN 55117
952-451-0460
MS Lic # 5505
C U s e rs \p c h o i\ D o c u m e n ts
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C -B ilo x i B u ild in g
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C e n tr a l m o d e l_
Y e u n y o u n g .r v t
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AE602
DOOR SCHEDULE, DOOR & FRAME
AND INTERIOR WINDOW TYPES
RENOVATE BUILDING 1
LA PC
107 239
05/12/2025
1/4" = 1'-0"
DOOR TYPES
1/4" = 1'-0"
DOOR FRAME TYPES
DOOR & FRAME SCHEDULE - 3RD FLOOR
OPENING
SINGLE
/ PAIR
DOOR FRAME
FIRE
RATING HARDWARE REMARKSWIDTH HEIGHT THICKNESS MATERIAL TYPE GLAZING TYPE MATERIAL
DETAILS
HEAD JAMB SILL
3A101 S 3' - 8" 7' - 0" 0' - 1 3/4" WD 3 GL-7 F-1 HM 3/AE611 4/AE611 90 5.0 B, G, P
3A102 S 3' - 0" 7' - 0" 0' - 1 3/4" WD 1 F-1 HM 1/AE611 2/AE611 31.0 B, E
3A103 S 3' - 0" 7' - 0" 0' - 1 3/4" WD 1 F-1 HM 1/AE611 2/AE611 31.0 B, E
3A104 S 3' - 0" 7' - 0" 0' - 1 3/4" WD 1 F-1 HM 1/AE611 2/AE611 31.0 B, E
3A106 S 3' - 0" 7' - 0" 0' - 1 3/4" WD 3 GL-1 F-1 HM 1/AE611 2/AE611 33.0 P
3A110 S 3' - 8" 7' - 0" 0' - 1 3/4" WD 1 F-1 HM 1/AE611 2/AE611 45 10.0 B, P
3A111 S 3' - 0" 7' - 0" 0' - 1 3/4" WD 1 F-1 HM 1/AE611 2/AE611 45 11.0 B,P
3A112 S 3' - 0" 7' - 0" 0' - 1 3/4" WD 1 F-1 HM 1/AE611 2/AE611 27.0 A, P
3A114 S 3' - 0" 7' - 0" 0' - 1 3/4" WD 1 F-1 HM 1/AE611 2/AE611 15.0 B, F, P
3A115 S 3' - 0" 7' - 0" 0' - 1 3/4" WD 2 GL-1 F-1 HM 1/AE611 2/AE611 34.0 B, P
3A117 S 4' - 0" 7' - 0" 0' - 1 3/4" WD 1 F-1 HM 1/AE611 2/AE611 37.0
3A117A S 4' - 0" 8' - 5" 0' - 1 3/4" WD 1 F-2 HM 1/AE611 2/AE611 38.0 C, H
3A118 S 4' - 0" 7' - 0" 0' - 1 3/4" WD 1 F-1 HM 1/AE611 2/AE611 37.0
3A118A S 4' - 0" 8' - 5" 0' - 1 3/4" WD 1 F-2 HM 1/AE611 2/AE611 38.0 C, H
3A120 S 3' - 0" 7' - 0" 0' - 1 3/4" WD 1 GL-11 F-6 HM 1/AE611 2/AE611 27.0 A
3A121 S 3' - 8" 7' - 0" 0' - 1 3/4" WD 3 GL-7 F-1 HM 1/AE611 2/AE611 45 9.0 B, P
3A122 S 4' - 0" 7' - 0" 0' - 1 3/4" WD 1 F-1 HM 1/AE611 2/AE611 37.0 P
3A122A S 4' - 0" 8' - 5" 0' - 1 3/4" WD 1 F-2 HM 1/AE611 2/AE611 38.0 C, H
3A123 S 4' - 0" 7' - 0" 0' - 1 3/4" WD 1 F-1 HM 1/AE611 2/AE611 37.0 P
3A123A S 4' - 0" 8' - 5" 0' - 1 3/4" WD 1 F-2 HM 1/AE611 2/AE611 38.0 C, H
3A125 P 6' - 0" 7' - 0" 0' - 1 3/4" WD 8 F-4 HM 1/AE611 2/AE611 24.0 B
3A125A S 4' - 0" 8' - 5" 0' - 1 3/4" WD 1 F-2 HM 1/AE611 2/AE611 38.0 C, H
3A127 S 3' - 8" 7' - 0" 0' - 1 3/4" WD 1 F-1 HM 1/AE611 2/AE611 9.0 B
3A128 S 3' - 0" 7' - 0" 0' - 1 3/4" WD 3 GL-1 F-1 HM 1/AE611 2/AE611 33.0
3A130 S 3' - 0" 7' - 0" 0' - 1 3/4" WD 3 GL-1 F-1 HM 1/AE611 2/AE611 25.0 P
3A131 P 6' - 0" 7' - 0" 0' - 1 3/4" WD 8 F-4 HM A/AE611 2/AE611 24.0 B
3A131A S 4' - 0" 8' - 5" 0' - 1 3/4" WD 1 F-2 HM 1/AE611 2/AE611 38.0 C, H
3A131B S 3' - 0" 7' - 0" 0' - 1 3/4" WD 2 GL-1 F-1 HM 1/AE611 2/AE611 37.0
3A131C S 3' - 0" 7' - 0" 0' - 1 3/4" WD 2 GL-1 F-1 HM 1/AE611 2/AE611 36.0 P
3A133 S 3' -…
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