SF141.3A A0004.pdf
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- Solicitation number
- 36C24125R0077Solicitation
About this file
This is a structural framing plan drawing for a roofing project at the West Roxbury VA Medical Center in West Roxbury, Massachusetts. The drawing, designated SF141.3A, illustrates the roof framing layout for Phase 3, Area A of a project titled "Replace Boilers and Upgrade Controls." The plan is dated November 14, 2025, with an addendum issued March 2, 2026, and shows the structural steel configuration at the high point elevation of 140'-6" and low point elevation of 139'-5".
The drawing specifies structural steel members including W21X68, W21X62, W24X117, W24X103, W24X94, W16X67, W16X57, W12X40, W12X26, and associated angle iron bracing (L3X3X3/8"). The roof incorporates 3-inch 18-gauge metal decking with designated openings for MEP (mechanical, electrical, plumbing) coordination, roof drains, and penetrations. The plan indicates pipe bridge framing, supplemental framing for steam pipe supports, stack support tower posts, and distributed pipe hangers throughout the structure. Key roof dimensions include spans of 21'-4", 18'-0", 25'-3", 40'-10", and 13'-7". The drawing was prepared by Miller-Remick LLC Consultants as the Engineer of Record, with the VA Department of Veterans Affairs Office of Construction and Facilities Management as the federal agency. The design was issued for construction as part of the bid documents package.
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Text version
A
9 8 7 6 5 4
C
D
21' - 4" 18' - 0" 18' - 0" 18' - 0" 25' - 3"
3" 18 GA
METAL ROOF
DECK
ROOF OPENING FRAMING;
COORD OPENING SIZE &
LOCATION WITH MEP DWGS
(TYP)
W X (S
W X (S
W X (S
W X (S
W X (S
W X (S
W X (S
W X (S
W X (S
W X (S
W X (S
W X (S
W X (S
W X (S
W X (S
W X (S
W X (S
W X (S
W X (S
W X (S
W X (S
W X (S
W X (S
W X (S
W X (S
W X (S
W X (S
W X (S
W X (S
W X (S
W24X94W24X94W24X94
W24X104
W16X67W16X57W16X57
W24X117W24X103W24X103W24X103W24X117
W12X26W12X26 W12X26
W12X26W12X26 W12X26
W16X57W16X67
W12X26
W12X26
W X (S
W X (S
W X (S
C.7
E
F
W X (S
W X (S
W12X26
W12X26
W12X26
W12X26 W12X26
W12X26 W12X26
W12X26
SUPPLEMENTAL FRAMING
FOR STEAM PIPE SUPPORTS
(TYP)
H.P. EL [140'-6"]
S-211.3
W X
W X
W X
W X
W X
W X
W X
W X
W X
E O
D
/2
DECK EDGE
(TYP)
E O
D
/2
1'- 1 1/2" EOD
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
W12X26
W X
W X
W12X26
W12X26
W X
W X
W12X26
W12X26
W X
W12X26
PIPE BRIDGE FRAMING (TYP);
SEE SF101.3E & SF131.3E
ROOF DRAIN, REFER
TO MEP DWGS (TYP)
ROOF PENETRATION,
REFER TO MEP DWGS;
SEE 2/S-523 (TYP)
ROOF PENETRATION,
REFER TO MEP DWGS
(TYP)
W12X26
W X
W12X26
W12X26
W12X26W12X26
W12X26 W12X26 W12X26 W12X26 W12X26 W12X26 W12X26 W12X26
W12X26 W12X26
W X (S
W X (S
W X (S
L.P. EL [139'-5"]
W X (S
W X (S
W X (S
W X (S
W X (S
W X (S
W X (S
W X (S
W X (S
W X (S
W X (S
W X (S
W12X26
W12X26
W12X26 W12X26 W
X (S
W X (S
W12X26 W12X26 W12X26 W12X26 W12X26
W12X26
W12X26
W12X26W12X26
W12X26
W12X26
W12X26
W12X26
W12X26W12X26W12X26W12X26
W12X26
C A N T
W24X117
W12X26
E Q
E Q
E Q
W12X26
W12X26W12X26 W12X26 W12X26W12X26
W12X26
W12X26
B F C
2-#4 @12" O.C. 2-#4 @12" O.C. 2-#4 @12" 2-#4 @12" 2-#4 @12" 2-#4 @12"
W12X26
W12X26 W12X26
W12X26 W12X26
W12X26
W12X26
W12X26
W12X26
W12X26
W12X26
W12X26
W12X26
W12X26
W12X26 W12X26
W12X26
W12X26 W12X26 W12X26
W12X26
W12X26
W12X26 W12X26
S-212.3
S-522
S-522
S-522
W12X26
W12X26
W12X26
T Y
P
W12X26
W12X26
W12X26
W12X26
W12X26
W12X26
W12X26
W12X26
W12X26
W12X26
W12X26
W12X26 W12X26
W12X26
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
STACK SUPPORT TOWER POST,
SEE 2/S-552 (TYP)
W X
W X
W X
W X
W X
W X
W X
W X
W X
W12X26 W12X26
W X
W12X26
W X
W12X26
W X
W X
L3X3X3/8" BELOW-ROOF
BRACING (TYP)
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
:4
:5
P
M
SF141.3A
STRUCTURAL
FRAMING PLAN
ROOF - 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 - ROOF - PHASE 3 AREA A
PLAN NOTES:
1. T/STL ELEVATION AS NOTED ON PLANS [#'-#"].
2. (S) DENOTES SLOPED STEEL.
3. ROOF DECK PIPE PENETRATIONS; SEE DETAIL 2/S-523.
4. ONLY MAJOR PIPE SUPPORTS/SUPPLEMENTAL STEEL SHOWN. CONTRACTOR TO
PROVIDE ALL REQUIRED MEP SUPPORTS AS SHOWN ON THE DRAWINGS AND NOTED
IN THE SPECIFICATIONS.
5. DENOTES PIPE HANGER. REFER TO MEP DRAWINGS FOR LOCATIONS.
6. DENOTES STACK SUPPORT HANGER. SEE 5/S-552.
7. NOT USED
8. SEE PLAN FOR CMU VERTICAL REINFORCING. SEE 1/S-541 FOR HORIZONTAL
REINFORCING.
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
NO. DESCRIPTION DATE
1 ADDENDUM 01 03/02/26
File details come from the government source that posted it. Updated .