SF121.3A A0004.pdf
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- Solicitation number
- 36C24125R0077Solicitation
About this file
This is a structural framing plan drawing for a construction project at the West Roxbury VA Medical Center in West Roxbury, Massachusetts. The drawing, designated SF121.3A, depicts the mezzanine framing plan for Phase 3, Area A of the "Replace Boilers and Upgrade Controls" project. The project number is 0506-0012, and the drawing was issued for construction bidding on November 14, 2025, with Addendum 01 issued on March 2, 2026.
The plan shows detailed structural steel framing for a mezzanine platform with a finished floor elevation of 113'-5". The framing includes W-beam members of various sizes (W10X15, W10X22, W10X49, W12X26, W16X31, W21X44, and W21X62), horizontal and vertical bracing using angle iron (L3X3X1/4" and L4X4X1/4"), hollow structural steel (HSS) posts and hangers, concrete decking on composite deck with wire mesh reinforcement, and grating platforms at elevations 112'-4", 113'-5", and 116'-10". The design also includes stairs, ladders, guard rails, pipe bridge framing, and various connection details with headed studs. The structural design was prepared by Miller-Remick LLC Consultants as the Engineer of Record, with architectural and civil engineering by Mabbett & Associates, and coordination with multiple specialized consultants including WBRC for fire and life safety, Koffel Associates for electronic security, and others for additional systems.
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Text version
DN
DN DN DN DN DN
A
9 8 7 6 5 4
C
D
B
21' - 4" 18' - 0" 18' - 0" 18' - 0" 25' - 3"
T/GRATING 113'-5"
OUTLINE UPPER
DEAERATOR
PLATFORM;
SEE SF131.3A
3.5" LW CONC ON 1.5" 18 GA
COMPOSITE DECK (5" TOTAL THICKNESS)
W/W2.1xW2.1-6x6
T/GRATING 116'-10"
GUARD RAIL, TYP @
PLATFORM PERIMETERS;
REFER TO S-531
DN
W10X15 (LOW)
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W10X15 (LOW)
W X
W X
W10X15
W10X15
W10X15
W10X15
W10X15
W10X15
W10X15
W10X15
W X
W X
W X
W X
W10X15
W10X15
W12X26 W12X26
W12X26
W X 6W X
W X
W X
W X
W12X26
W X
W12X26
W12X26
W12X26
W12X26
W12X26
W12X26
W X
W X
W12X26
W12X26
W X
W10X15
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W12X26 W12X26W12X26 W12X26 W12X26W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
VERTICAL LADDER
3' - 6"
3' - 6"
4' - 3" 3' - 6"
4' - 3" 3' - 6" 4' - 3" 3' - 6"
VERTICAL
LADDER, SEE
7/S-531
L3x3x1/4" BRACING
(TYP)
L4x4x1/4" KNEE
BRACE (TYP)
L4x4x1/4" KNEE BRACE
AT POSTS (TYP)
3'-6" WIDE
STAIRS, 7 R @7",
SEE 4/S-531
(TYP)
3'-0" WIDE STAIRS,
5 R @9"
L3x3x1/4"
BRACING (TYP)
3' - 11" 4' - 4" 3' - 5" 3' - 6"
STAIR 2R
@6 1/2"
SHIP LADDER
7' - 0"
W X
W X
W X
W X
W21X44 <25>W16X31 <18>W16X31 <18>W16X31 <18>W16X31 <21>
W X
W X
W X
W X
W X
W X
W X
W16X31 <18>W16X31 <18>
W X
W X
W X
W X
W16X31 <21>
W16X31 <18>W16X31
W X
W X
W X
W X
W21X44 <25>
C.7
E
F
PIPE BRIDGE FRAMING (TYP);
SEE SF101.3E & SF131.3E
[116' - 8 1/2"]W10X49[116' - 8 1/2"]W10X49[116' - 8 1/2"]W10X49[116' - 8 1/2"]W10X49[116' - 8 1/2"]W10X49
1 1/2"x3/16" 19-W-2
GRATING, SPAN AS SHOWN
(TYP)
W X
S-302.3
S-531
4' - 3"
S-531
T/GRATING 112'-4"
T/GRATING 112'-4" T/GRATING 112'-4"
T/GRATING 112'-4"
W10X15 (LOW)
W10X15 (LOW) W10X15 (LOW)
W10X22
W10X22
W10X22
W10X22
W10X22
W10X22
W10X22
W10X22
W X
/8
/2
1' - 1 1/2"
0' - 9 1/2"
S-522
F O
R C
O N
T
IN
U A
T
IO
N
S E
E D
R A
W
IN
G
/S F
.3
B
F O
R C
O N
T
IN
U A
T
IO
N
S E
E D
R A
W
IN
G
/S F
.3
B
F O
R C
O N
T
IN
U A
T
IO
N
S E
E D
R A
W
IN
G
/S F
.5
F O
R C
O N
T
IN
U A
T
IO
N
S E
E D
R A
W
IN
G
/S F
.5
S-531
L4x4x1/4
HANGER
(TYP)
L4x4x1/4" HANGER
BRACE (TYP)
S-531
S-531
W10X15
W10X15
W12X26
W10X15
W X
W X
B F D
B F A
TY
P P
OS
TS
9B
S-531
TYP
B F C
S-522
S-522
TYP
W10X22
W10X22
TYP
W10X15
S-531
W X
T/GRATING 112'-4"
HSS POST, SEE
4/S-531 (TYP)
S-531
W X
2-#4 @12" O.C. EA SIDE
OF WINDOWS & DOORS
2-#4 @12" O.C. EA SIDE
OF WINDOWS & DOORS 2-#4 @12" 2-#4 @12" 2-#4 @12" 2-#4 @12"
DECK SIDE LAP FASTENERS @8" O.C.
W12X26
W/HSS12X2X1/4"W/HSS12X2X1/4"W/HSS12X2X1/4"W/HSS12X3X1/4" W/HSS12X3X1/4"
GUARD RAIL
(TYP)
B F B
#4 @16" O.C. (TYP)
2-#5 @16" O.C.
S-522
S-212.3
2-#5 @8" O.C.
TYP
TYP
TY
P
#5 @32" O.C.
L1
S-531
S-522
W X
W8X24
W8X24
W X
W X
W8X24
W8X24
W X
W X
W8X24
W8X24
W X
W X
W8X24
W8X24
W X
HSS5½X5½X3/8 HANGER (TYP)
HSS8X2X1/4 DIAGONAL
BRACE (TYP)
STACK SUPPORT,
SEE S-552
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ENGINEER OF RECORD MILLER-REMICK LLC
PROFESSIONAL ENGINEERCONSULTANTS
321 4 5 6 7 8 9 10
PRINTS OF THIS DRAWING SHALL NOT BE USED FOR
ANY PURPOSE WHATSOEVER WITHOUT THE SEAL AND
SIGNATURE OF THE PROFESSIONAL ENGINEER
o n e e ig h th 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 th re e e ig th s 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 q u a rt e r in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h o n e fo o t th re e in c h o n e fo o t
523A4-20-208
PLAN
NORTH
KEYPLAN
ACTUAL
NORTH
NEW
EMERGENCY
GENERATOR
BLDG.
MR PROJECT NO:
Hazardous Materials:
MABBETT & ASSOCIATES
Architect & Civil Engineering:
WBRC
Fire & Life Safety:
KOFFEL ASSOCIATES
Electronic Security:
GRW
Tunnel Structural & Civil Engineering:
PEC
EXISTING
BOILER
PLANT
NEW BOILER
PLANT
TUNNEL
BLDG 1
Physical Security:
FORCE PROTECT
/1
/2
:1
:1
P
M
SF121.3A
STRUCTURAL
FRAMING PLAN
MEZZANINE - PHASE 3, AREA A
REPLACE BOILERS AND
UPGRADE CONTROLS
WEST ROXBURY VA MEDICAL CENTER
WEST ROXBURY, MA
11/14/2025 ER DS
BID DOCUMENTS
ISSUED FOR CONSTRUCTION
0506-0012
SCALE: 1/4" = 1'-0"1
FRAMING PLAN - MEZZANINE - PHASE 3 AREA A
NO. DESCRIPTION DATE
1 ADDENDUM 01 03/02/26
GENERAL SHEET NOTES:
1. REFER TO DRAWING S-001 AND S-002 FOR STRUCTURAL GENERAL NOTES AND
ABBREVIATIONS.
2. FOR PROJECT WORK POINT, SEE DRAWING SF101.5
PLAN NOTES:
1. FINISHED FLOOR ELEVATION = 113'-5" U.N.O.
2. T/STEEL EL = -5" OF FINISHED FLOOR ELEVATION U.N.O.
3. [###'-##"] DENOTES T/STEEL ELEVATION FROM FINISHED FLOOR.
4. ON GRATED PLATFORM T/STEEL EL = -1 1/2".
5. <#> DENOTES NUMBER OF 3/4" DIA x4" LONG HEADED STUDS.
6. BF-# DENOTES BRACED FRAME. SEE S-201.3 FOR ELEVATIONS.
7. T/HORIZONTAL BRACING EL = -2" T/STEEL ELEVATION.
8. DENOTES MOMENT CONNECTION. SEE 5/S-521.
9. SEE PLAN FOR CMU VERTICAL REINFORCING. SEE 1/S-541 FOR
HORIZONTAL REINFORCING.
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