SF401.pdf

Standard Form PDF 1 MB Posted

Attached to
Y1NB--PN: 438-22-900, Replace Boiler Plant (SF) 36C26324R0136
Solicitation number
36C26324R0136
Issued by

About this file

Written by GovTribe AI ·

This file is a detailed architectural/engineering drawing (VA Form 08-6231) showing structural framing details for a boiler plant replacement project at the Sioux Falls VA Medical Center in South Dakota. The drawing (Sheet SF401) contains multiple sections and elevations showing CMU wall construction, framing connections, beam bearings, and catwalk details.

The drawing is part of construction documents dated August 9, 2024, for Project Number 438-22-900, with subsequent Addenda 1 (08-09-24) and Addendum 3 (01-17-25). Key technical details include specifications for CMU wall reinforcement, steel framing connections, bearing plates, and structural supports for a fully sprinklered facility. The design work was completed by Paradigm (Louisville, KY) and Moon Tree LLC (Oklahoma City, OK) for the VA Office of Construction and Facilities Management.

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Who attaches SF 401

Agency Files
Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 23 1

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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

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

Project Director

Revisions: Date:

Architecture Engineering Design-Build paradigm

AutoCAD SHX Text

GRID

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SEE PLAN

AutoCAD SHX Text 12"

AutoCAD SHX Text 12"

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NOM.

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SEE CMU WALL REINF DIAGRAM

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VENEER, SEE ARCH

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(2) #5 CONT. TYP. AT BOND BEAMS

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CL OF COLUMN AND BEAM

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SECTION - FRAMING AT EXTERIOR WALL

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AutoCAD SHX Text F8

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SEE PLAN FOR CMU WALL SCHEDULDE

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F.F. ELEV. SEE PLAN

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METAL DECK AND SLAB, SEE PLAN

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1/4" CONT. BENT PLATE SEE E5/SF402 FOR MORE INFORMATION

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1/2" D.B.A. SEE E5/SF402 FOR MOREINFORMATION

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SEE ARCH FOR PARAPET WALL FINISH/CAP CONSTRUCTION

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TAPERED INSULATION, SEE ARCH

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SEE SHEET SF104 FOR SLAB REINFORCING REQUIREMENTS

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FRAMING, SEE PLAN

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EACH EMBED TYP

AutoCAD SHX Text EMBEDDED PLATE CENTERED ON TOP EDGE OF CONT STEEL MEMBER. SEE WALL EMBED SCHEDULE FOR SIZE, SPACING AND PLACEMENT

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GRID

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SEE PLAN

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NOM.

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SEE CMU WALL REINF DIAGRAM

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VENEER, SEE ARCH

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(2) #5 CONT. TYP. AT BOND BEAMS

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CL OF COLUMN AND BEAM

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SECTION - FRAMING AT EXTERIOR WALL

AutoCAD SHX Text 3/4''=1'-0''

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SEE PLAN FOR CMU WALL SCHEDULDE

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F.F. ELEV. SEE PLAN

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METAL DECK AND SLAB, SEE PLAN

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1/4" CONT. BENT PLATE SEE E5/SF402 FOR MORE INFORMATION

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1/2" D.B.A. SEE E5/SF402 FOR MOREINFORMATION

AutoCAD SHX Text

SEE ARCH FOR PARAPET WALL FINISH/CAP CONSTRUCTION

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TAPERED INSULATION, SEE ARCH

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SEE SHEET SF104 FOR SLAB REINFORCING REQUIREMENTS

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FRAMING, SEE PLAN

AutoCAD SHX Text EMBEDDED PLATE CENTERED ON TOP EDGE OF CONT STEEL MEMBER. SEE WALL EMBED SCHEDULE FOR SIZE, SPACING AND PLACEMENT

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GRID

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SEE PLAN

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NOM.

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SEE CMU WALL REINF DIAGRAM

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VENEER, SEE ARCH

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(2) #5 CONT. TYP. AT BOND BEAMS

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CL OF COLUMN AND BEAM

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SECTION - FRAMING AT EXTERIOR WALL

AutoCAD SHX Text 3/4''=1'-0''

AutoCAD SHX Text F4

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SEE PLAN FOR CMU WALL SCHEDULDE

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F.F. ELEV. SEE PLAN

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METAL DECK AND SLAB, SEE PLAN

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1/4" CONT. BENT PLATE SEE E5/SF402 FOR MORE INFORMATION

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1/2" D.B.A. SEE E5/SF402 FOR MOREINFORMATION

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SEE ARCH FOR PARAPET WALL FINISH/CAP CONSTRUCTION

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TAPERED INSULATION, SEE ARCH

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SEE SHEET SF104 FOR SLAB REINFORCING REQUIREMENTS

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FRAMING, SEE PLAN

AutoCAD SHX Text EMBEDDED PLATE CENTERED ON TOP EDGE OF CONT STEEL MEMBER. SEE WALL EMBED SCHEDULE FOR SIZE, SPACING AND PLACEMENT

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GRID

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SEE PLAN

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NOM.

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SEE CMU WALL REINF DIAGRAM

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VENEER, SEE ARCH

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(2) #5 CONT. TYP. AT BOND BEAMS

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SECTION - FRAMING AT EXTERIOR WALL

AutoCAD SHX Text 3/4''=1'-0''

AutoCAD SHX Text F2

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SEE PLAN FOR CMU WALL SCHEDULDE

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F.F. ELEV. SEE PLAN

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1/4" CONT. BENT PLATE SEE E5/SF402 FOR MORE INFORMATION

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1/2" D.B.A. SEE E5/SF402 FOR MOREINFORMATION

AutoCAD SHX Text

SEE ARCH FOR PARAPET WALL FINISH/CAP CONSTRUCTION

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TAPERED INSULATION, SEE ARCH

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SEE SHEET SF104 FOR SLAB REINFORCING REQUIREMENTS

AutoCAD SHX Text EMBEDDED PLATE CENTERED ON TOP EDGE OF CONT STEEL MEMBER. SEE WALL EMBED SCHEDULE FOR SIZE, SPACING AND PLACEMENT

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CL OF COLUMN AND BEAM

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METAL DECK AND SLAB, SEE PLAN

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FRAMING, SEE PLAN

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EACH EMBED TYP

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EACH EMBED TYP

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EACH EMBED TYP

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FRAMING, SEE PLAN

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TYP EA END

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AutoCAD SHX Text L5x5x1/4 x 0'-8" AT 48" O.C. MAX WITH (2) 1/2" DIA THREADED RODS CENTERED IN HOLES. EMBED 5" INTO FULLY GROUTED CELL WITH EPOXY ADHESIVE (REFER TO S0).

AutoCAD SHX Text L4x4x1/4 AT 48" MAX O.C.

AutoCAD SHX Text L4x4x1/4 AT EACH BRACE LOCATION

AutoCAD SHX Text EXTEND CMU WALL TO 1" BELOW BOTTOM OF DECK AND FILL GAP AND DECK FLUTES WITH INSULATION

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FRAMING, SEE PLAN

AutoCAD SHX Text L5x5x1/4 x 0'-8" WITH (2) 1/2" DIA THREADED RODS CENTERED IN HOLES. EMBED 5" INTO FULLY GROUTED CELL WITH EPOXY ADHESIVE (REFER TO S0).

AutoCAD SHX Text 3"

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AutoCAD SHX Text 5/8" DIA. x2" SLOTTED HOLES

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BOND BEAM WITH (1) #5 CONT

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AutoCAD SHX Text 5/8" DIA. x2" SLOTTED HOLES

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HORIZONTAL LADDER-TYPE JOINT REINFORCING IN TOP LAYERS BEYOND BOND BEAM

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8" CMU WALL, REFER TO WALL REINFORCING DIAGRAM FOR INFO NOT SHOWN

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#5 STD ACI HOOK AT TOP OF WALL, LAP WITH TYP. REINF.

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8" CMU WALL, REFER TO WALL REINFORCING DIAGRAM FOR INFO NOT SHOWN

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#5 STD ACI HOOK AT TOP OF WALL, LAP WITH TYP. REINF.

AutoCAD SHX Text EXTEND CMU WALL TO 1" BELOW BOTTOM OF DECK AND FILL GAP AND DECK FLUTES WITH INSULATION

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BOND BEAM WITH (1) #5 CONT

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HORIZONTAL LADDER-TYPE JOINT REINFORCING IN TOP LAYERS BEYOND BOND BEAM

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F.F. ELEV. SEE PLAN

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FRAMING, SEE PLAN

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TYP EA END

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AutoCAD SHX Text L5x5x1/4 x 0'-8" AT 48" O.C. MAX WITH (2) 1/2" DIA THREADED RODS CENTERED IN HOLES. EMBED 5" INTO FULLY GROUTED CELL WITH EPOXY ADHESIVE (REFER TO S0).

AutoCAD SHX Text L4x4x1/4 AT 48" MAX O.C.

AutoCAD SHX Text HSS4x4x1/4 FILLER SHIM AT EACH BRACE LOCATION

AutoCAD SHX Text EXTEND CMU WALL TO 1" BELOW BOTTOM OF BEAM AND FILL GAP AND DECK FLUTES WITH INSULATION

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BOND BEAM WITH (1) #5 CONT

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AutoCAD SHX Text 5"

AutoCAD SHX Text 5/8" DIA. x2" SLOTTED HOLES

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HORIZONTAL LADDER-TYPE JOINT REINFORCING IN TOP LAYERS BEYOND BOND BEAM

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8" CMU WALL, REFER TO WALL REINFORCING DIAGRAM FOR INFO NOT SHOWN

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#5 STD ACI HOOK AT TOP OF WALL, LAP WITH TYP. REINF.

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F.F. ELEV. SEE PLAN

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AutoCAD SHX Text 2 "12"

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TYP EA END

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SECTION - CMU WALL BRACING - NONLOADBEARING

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SECTION - CMU WALL BRACING - NONLOADBEARING

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SECTION - CMU WALL BRACING - NONLOADBEARING

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AutoCAD SHX Text E4

AutoCAD SHX Text L5x3x1/4xCONT.(LLV)

AutoCAD SHX Text PLATE 3/4"x5"x1'-2" WITH (2)-1/2" DIA.x0'-5" H.S.A. CENTER ON WALL

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AutoCAD SHX Text 3/16

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BOND BEAM WITH (1) #5 CONT 24" MIN BEYOND BEAM EA. SIDE

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TYP.

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FULLY GROUT: REINF WITH #5 VERT BAR (3) CELLS BELOW BEARING PLATE TO FOOTING

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SECTION - CMU BEAM BEARING

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AutoCAD SHX Text E3

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F.F. ELEV. SEE PLAN

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GRID

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SEE PLAN

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NOM.

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SEE CMU WALL REINF DIAGRAM

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VENEER, SEE ARCH

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(2) #5 CONT. TYP. AT BOND BEAMS

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CL OF COLUMN AND BEAM

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SECTION - FRAMING AT EXTERIOR WALL

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AutoCAD SHX Text C8

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SEE PLAN FOR CMU WALL SCHEDULDE

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F.F. ELEV. SEE PLAN

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METAL DECK AND SLAB, SEE PLAN

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1/4" CONT. BENT PLATE SEE E5/SF402 FOR MORE INFORMATION

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1/2" D.B.A. SEE E5/SF402 FOR MOREINFORMATION

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SEE PLAN FOR MEZZANINE SLAB REINFORCING REQUIREMENTS

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FRAMING, SEE PLAN

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EACH EMBED TYP

AutoCAD SHX Text EMBEDDED PLATE CENTERED ON TOP EDGE OF CONT STEEL MEMBER. SEE WALL EMBED SCHEDULE FOR SIZE, SPACING AND PLACEMENT

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SEE PLAN FOR MEZZANINE SLAB REINFORCING REQUIREMENTS

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METAL DECK AND SLAB, SEE PLAN

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FRAMING, SEE PLAN

AutoCAD SHX Text L5x3x1/4xCONT.(LLV)

AutoCAD SHX Text PLATE 3/4"x5"x1'-2" WITH (2)-1/2" DIA.x0'-5" H.S.A. CENTER ON WALL AT 48" O.C.

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BOND BEAM WITH (1) #5 CONT

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TYP.

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8" CMU WALL, REFER TO WALL REINFORCING DIAGRAM FOR INFO NOT SHOWN

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SECTION - CMU DECK BEARING

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AutoCAD SHX Text E1

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F.F. ELEV. SEE PLAN

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SEE PLAN FOR MEZZANINE SLAB REINFORCING REQUIREMENTS

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METAL DECK AND SLAB, SEE PLAN

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FRAMING, RE: PLAN

AutoCAD SHX Text #4x6'-0" AT 16" O.C. CENTER ON GIRDER, TYP. ALL GIRDERS

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GRID

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F.F. ELEV. RE: PLAN

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METAL DECK AND SLAB, RE: PLAN

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SECTION - GUY WIRE BASE

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SECTION - FRAMING

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GRID

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SEE PLAN

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NOM.

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SEE CMU WALL REINF DIAGRAM

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VENEER, SEE ARCH

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(2) #5 CONT. TYP. AT BOND BEAMS

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SECTION - FRAMING AT EXTERIOR WALL

AutoCAD SHX Text 3/4''=1'-0''

AutoCAD SHX Text C6

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SEE PLAN FOR CMU WALL SCHEDULDE

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F.F. ELEV. SEE PLAN

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1/4" CONT. BENT PLATE SEE E5/SF402 FOR MORE INFORMATION

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1/2" D.B.A. SEE E5/SF402 FOR MOREINFORMATION

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SEE PLAN FOR MEZZANINE SLAB REINFORCING REQUIREMENTS

AutoCAD SHX Text 3/16

AutoCAD SHX Text

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EACH EMBED TYP

AutoCAD SHX Text EMBEDDED PLATE CENTERED ON TOP EDGE OF CONT STEEL MEMBER. SEE WALL EMBED SCHEDULE FOR SIZE, SPACING AND PLACEMENT

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CL OF COLUMN AND BEAM

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METAL DECK AND SLAB, SEE PLAN

AutoCAD SHX Text

FRAMING, SEE PLAN

AutoCAD SHX Text L3 1/2x2 1/2x (LLV) 14 (LLV) CROSS ANGLE AT HANGERS

AutoCAD SHX Text L6x3 1/2x5/16 CATWALK RUNNERS CONTINUOUS

AutoCAD SHX Text ALUMINUM BAR GRATING BAR GRATING SYSTEM RATED FOR 100PSF AT 6'-0" CLEAR SPAN, 6 PSF MAX WEIGHT

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REFER TO SECTION C6 FOR TOP OF NEW CATWALK ELEVATION

AutoCAD SHX Text 3/16

AutoCAD SHX Text L2x2x1/4 RAILINGS PIPE RAIL OPTION, SEE ARCH

AutoCAD SHX Text 3'-4"

AutoCAD SHX Text L4x4x1/4 HANGERS AT 6'-0" MAX SPACING

AutoCAD SHX Text 3/16

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CATWALK FRAMING SECTION

AutoCAD SHX Text 3/4" = 1'-0"

AutoCAD SHX Text C4

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SEE DETAIL C3 FOR HANGER DETAILING

AutoCAD SHX Text L3x3x3/16 CROSS BRACING TO BOTTOM OF ROOF BEAM AT CATWALK END

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1/4" WELDED CAP PLATE, TYP.

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2" STD. PIPE A53 GR. B

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3/16" DIA. WIRE ROPES. ATTACH TO STRUCTURE. (TYP. 4 SIDES)

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1/2" DIA. HOLE FOR WIRE ROPE PASS-THRU

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1/4" WELDED TAB PLATE ORIENTED ALONG CABLE BRACE

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SEE ARCH FOR ROOFING AND FLASHING

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8" MAX

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(4) 5/8" DIAMETER EXPANSION BOLTS MIN 3" INTO CONCRETE SLAB

AutoCAD SHX Text L5x4x5/16 (LLV) CROSS MEMBERS, TYP.

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TYP

AutoCAD SHX Text L4x4x1/4 STAIR HANGER, SEE PLAN FOR LOCATIONS

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THREADED ROD HANGER FOR CLEVIS OR SPRING, SEE PLAN FOR LOCATIONS

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F.F. ELEV. SEE PLAN

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METAL DECK AND SLAB, SEE PLAN

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FRAMING, SEE PLAN

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SECTION - SUPPLEMENTAL FRAMING FOR HANGERS

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CONTINUOUS ANGLE WHERE ALIGNED ON PLAN ABOVE CATWALK SYSTEM

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DETAIL ELEVATION, BEAM BEARING ON CMU WALL

AutoCAD SHX Text 3/4''=1'-0''

AutoCAD SHX Text C2

AutoCAD SHX Text BEARING PLATE 3/8"x11"x1'-3" WITH (4) 1/2" DIA X 6" HSA

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12" CMU WALL

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REINFORCE AND GROUT CMU SOLID FULL HEIGHT BELOW BEAM BEARING

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BEAM REF PLAN

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REF SECTIONS

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BOS EL

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(2) #3 TIES AT TOP

AutoCAD SHX Text GROUT SOLID AND REINFORCE WITH (2) #5 CONT ABOVE BEAM FOR LENGTH OF LINTEL AND 24" BEYOND AT EACH END, REF 1-S6.1

AutoCAD SHX Text 1/2" DIA x 5" HSA AT 32" OC

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AutoCAD SHX Text 7 1/2"

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3/8" STIFFENER PLATE BOTH SIDES OF BEAM

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REINFORCE AND GROUT CMU SOLID FULL HEIGHT ADJACENT TO BEAM BEARING FOR (2) CELLS

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REF 7-S4 FOR TYP CMU WALL REINFORCING

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#3 CLOSED TIES AT 8" O.C. IN BED JOINTS FULL HEIGHT

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AutoCAD SHX Text 1/4

AutoCAD SHX Text 2@12

AutoCAD SHX Text 1/4

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PROVIDE BLOCK TIES AT 16" OC WELD TO EACH SIDE OF WEB

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FACE SHELLS

AutoCAD SHX Text PL 1/4"x16"x(OPENING MINUS 1") WELDED TO BOTTOM FLANGE OF BEAM

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SECTION

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SECTION

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(2) #5 CONT

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3/8" STIFFENERS AT 32" O.C.

AutoCAD SHX Text 1/2" DIA x 5" HSA AT 32" OC

AutoCAD SHX Text 200 Envoy Circle, Suite 201, Louisville KY 40299 - www.paradigmusa.com

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FULLY SPRINKLERED

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DESIGN REPLACE BOILER PLANT

AutoCAD SHX Text 438-22-900

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SIOUX FALLS VAMC

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SIOUX FALLS, SD 57105

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TWW

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DRW

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100% CONSTRUCTION DOCUMENTS

AutoCAD SHX Text 08-09-2024

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1808 DEEP CREEK RD. OKC, OK 73131 918.527.7166 INFO@MOONTREELLC.COM

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ADDENDUM 1

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AutoCAD SHX Text 08-09-24

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ADDENDUM 2 (NO STRUCTURAL CHANGES)

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XX-XX-XX

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ADDENDUM 3

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AutoCAD SHX Text 01-17-25

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FRAMING DETAILS

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SF401

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Sheets and Views
S-401

File details come from the government source that posted it. Updated .