SF402.pdf

Standard Form PDF 867 KB 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 is an architectural/engineering drawing (form VA FORM 08-6231 A) showing detailed structural framing details for a boiler plant replacement project at the Sioux Falls VA Medical Center in South Dakota. The drawing (sheet SF402) contains multiple technical details including composite beam connections, floor openings, slab edge details, steel beam connections, and roof sections for the propane storage area. Created by Paradigm Design-Build (Louisville, KY), the drawing is dated August 9, 2024 and is part of 100% Construction Documents for project number 438-22-900. The drawing has undergone three addendums, with the most recent dated January 17, 2025.

The details shown are primarily structural and include specific measurements, welding specifications, concrete and steel reinforcement requirements, and connections between various building components. Key elements include details for handling openings up to 24 inches in floor slabs, typical deck bearing angles at steel columns, and composite beam configurations. The drawing indicates this is for a fully sprinklered facility with construction details focused on structural integrity and proper load-bearing capabilities.

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Who attaches SF 402

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

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OPEN

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AutoCAD SHX Text 2'-6"

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6" TO 24"

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DECK

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SPAN

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OPEN

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(3) FULL FLUTE LENGTHS

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6" TO 24"

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(3) FULL FLUTE LENGTHS

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DECK

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SPAN

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AutoCAD SHX Text 3"

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D1 24" MAX

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D2 24" MAX

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(B) 32" MIN

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AutoCAD SHX Text 4 x D2 MIN

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OPEN

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6" MAX ATCORED OR DRILLED HOLE

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1" CLEAR

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CONC COVER FOR REINF

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1" CLEAR

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CONCRETE COVER

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1" CLEAR FOR REINF

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DECK

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SPAN

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AutoCAD SHX Text 3/16

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TYP

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TYP

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STEEL BEAM OR JOIST,

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SEE PLAN

AutoCAD SHX Text L3x3x1/4 BRACE, TYP

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STEEL BEAM OR GIRDER,

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SEE PLAN

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SEE PLAN

AutoCAD SHX Text (< 12")

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AutoCAD SHX Text 1 1/2"

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SEE PLAN

AutoCAD SHX Text (< 12")

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12" TO 28"

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EACH END

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AutoCAD SHX Text 24"

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12" TO 28"

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AutoCAD SHX Text 24"

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STEEL BEAM, SEE PLAN

AutoCAD SHX Text 24"

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AutoCAD SHX Text 1 1/2"

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PROPANE STORAGE ROOF SECTION

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

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NOT USED

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

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TYPICAL STEEL BEAM TO STEEL GIRDER CONNECTION

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OF INTERIOR STEEL COLUMN

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TYPICAL STEEL BEAM CONNECTION DETAIL

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TYPICAL SLAB EDGE DETAIL

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

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TYPICAL COMPOSITE BEAM DETAILS

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

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MISCELLANEOUS SMALL OPENINGS IN FLOOR SLAB (UP TO 24")

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

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TYPICAL DECK BEARING ANGLES AT STEEL COLUMN

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

AutoCAD SHX Text E5

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OPENING DIMENSION SEE ARCH/MECH

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TYP

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TYP

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TYPICAL FLOOR OPENING DETAIL [OPENING > 24"]

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

AutoCAD SHX Text C9

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DECK SPAN

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1'-3" TYP.

AutoCAD SHX Text 3/16

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TYP

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AutoCAD SHX Text 3/16

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EA END

AutoCAD SHX Text 2-12

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AutoCAD SHX Text 3/16

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AutoCAD SHX Text #3 x 6'-0" BAR AT 16" O.C. CENTERED ON BEAM

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CONCRETE OVER METAL FLOOR DECK, SEE PLAN

AutoCAD SHX Text #4 x CONT MESH SUPPORT BAR, TYP OVER ALL INTERIOR GRID BEAM AND PURLINS

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HSA, SEE PLAN AND COMPOSITE BEAM NOTES FOR SIZE, QUANTITY, AND SPACING

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STEEL BEAM, SEE PLAN

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HSA, SEE PLAN AND COMPOSITE BEAM NOTES FOR SIZE, QUANTITY, AND SPACING

AutoCAD SHX Text #4 x CONT MESH SUPPORT BAR, TYP OVER ALL INTERIOR GRID BEAM AND PURLINS

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CONCRETE OVER METAL FLOOR DECK, SEE PLAN

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STEEL BEAM, SEE PLAN

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HSA, SEE PLAN AND COMPOSITE BEAM NOTES FOR SIZE, QUANTITY, AND SPACING

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STEEL BEAM, SEE PLAN

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PROVIDE GIRDER FILLER (BY DECK SUPPLIER) AS REQUIRED

AutoCAD SHX Text #4 x CONT MESH SUPPORT BAR, TYP OVER ALL INTERIOR GRID BEAM AND PURLINS

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REMOVE DECK FLUTES THAT ALIGN WITH STEEL BEAMS

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CONCRETE OVER METAL FLOOR DECK, SEE PLAN

AutoCAD SHX Text BENT PL 1/4" x CONT WITH 1/2" DBA (WITH1" CONC COVER) AT 24" O.C.

AutoCAD SHX Text #4 x CONT MESH SUPPORT BAR

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STEEL BEAM, SEE PLAN

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BEAM WEB STIFFENER

AutoCAD SHX Text #3x6'-0" BAR AT 16" O.C. AT ALL GRID LOCATIONS CENTERED, TYP

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CONCRETE OVER METAL DECK, SEE PLAN

AutoCAD SHX Text #4 x CONT MESH SUPPORT BAR

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HSA, SEE PLAN AND COMPOSITE BEAM NOTES FOR SIZE, QUANTITY, AND SPACING

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

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CONCRETE OVER METAL FLOOR DECK, SEE PLAN

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STEEL BEAM, SEE PLAN

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STEEL BEAM, SEE PLAN

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STEEL BEAM, SEE PLAN

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STEEL BEAM, SEE PLAN

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STEEL BEAM, SEE PLAN

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STEEL COLUMN, SEE PLAN AND SCHEDULE

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STEEL BEAM, SEE PLAN

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BEAMS FRAMING INTO COLUMNS

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BEAMS NOT FRAMING INTO COLUMNS

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BEAMS PARALLEL TO RAISED DECK FLUTES

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CONCRETE OVER METAL DECK, SEE PLAN

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HSA, SEE PLAN AND COMPOSITE BEAM NOTES FOR SIZE, QUANTITY, AND SPACING

AutoCAD SHX Text L4x4x5/16 AT EACH PERP BEAM

AutoCAD SHX Text BENT PL 1/4" x CONT WITH 1/2" DBA (WITH1" CONC COVER) AT 24" O.C.

AutoCAD SHX Text L2x2x1/4 AT EACH PERP BEAM

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BEAM WEB STIFFENER

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CONCRETE OVER METAL FLOOR DECK, SEE PLAN

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(2) #5 BARS, BOTTOM - EACH SIDE

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(2) #5 BARS, TOP - EACH SIDE

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FORMED OPENINGS

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SECTION C-C

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SECTION B-B

AutoCAD SHX Text L2.1/2x2.1/2x1/4. INSTALL ANGLE BEFORE CORING

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CORE DRILL EACH CORNER THEN SAW-CUT BETWEEN

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CONCRETE OVER METAL FLOOR DECK, SEE PLAN

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BEAM OR JOIST

AutoCAD SHX Text ATTACH ANGLE TO DECK 1/2" SIMPSON TITEN HD SCREWS, 1/2" POWERS WEDGE BOLTSOR 1/2" HILTI KWIK BOLTSEXPANSION ANCHORS SPACE AT 12" O.C. WITH 4" MAXIMUM EMBEDMENT

AutoCAD SHX Text NOTES: 1. AT FORMED OPENINGS, LEAVE DECK INTACT AND BLOCK AT FORMED OPENINGS, LEAVE DECK INTACT AND BLOCK OUT FOR OPENING. REMOVE DECKING AFTER CONCRETE HAS CURED. 2. FOR HOLES THAT DO NOT REQUIRE REINFORCING, SEE FOR HOLES THAT DO NOT REQUIRE REINFORCING, SEE DETAIL "CONDITION AT UNREINFORCED OPENING" BELOW. 3. REFER TO ARCHITECTURAL, MECHANICAL, AND ELECTRICAL REFER TO ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS FOR SIZE AND LOCATION OF OPENINGS. MANY SMALL OPENINGS ARE NOT SHOWN ON STRUCTURAL PLANS.

AutoCAD SHX Text NOTE: WHEN SPACING BETWEEN OPENINGS (DIMENSIONS A AND B) IS LESS THAN 32" OR LESS THAN 4x THE LARGER OPENING, THE OPENING GROUP SHALL BE REINFORCED AS A SINGLE OPENING.

AutoCAD SHX Text

CONCRETE OVER METAL FLOOR DECK

AutoCAD SHX Text BENT PL 3/16" x CONT WITH 1/2" x 24" DBA(WITH 1" CONC COVER) AT 24" O.C.

AutoCAD SHX Text ANGLE FRAME L5x3x1/4 (LLV), TYP

AutoCAD SHX Text (1)-#4x4'-0" DIAGONAL AT EA. CORNER

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(1)-#4 AT EA. EDGE TYP.

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BEAM/JOIST, RE: PLAN

AutoCAD SHX Text ANGLE FRAME L5x3x1/4 (LLV), TYP

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FLOOR DECK TO BE WELDED TO ANGLES

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STEEL BEAM, SEE PLAN

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STEEL BEAM, SEE PLAN

AutoCAD SHX Text PROVIDE STEEL SHIM WHERE REQUIRED. SHIM MAY BE SECTION OF ANGLE, CHANNEL, OR STEEL TUBE

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STEEL COLUMN, SEE PLAN AND SCHEDULE

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NOTE: SIMILAR CONDITION EXISTS AT PERIMETER AND CORNERS.

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AT WIDE FLANGE JOIST (AT OVERHANG < 12")

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EACH END

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BTWN OR PARALLEL TO WIDE FLANGE JOIST (AT OVERHANG < 12")

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STEEL BEAM, SEE PLAN

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CONCRETE OVER METAL DECK, SEE PLAN

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HSA, SEE PLAN AND COMPOSITE BEAM NOTES FOR SIZE, QUANTITY, AND SPACING

AutoCAD SHX Text #4 x CONT MESH SUPPORT BAR

AutoCAD SHX Text BENT PL 1/4" x CONT WITH 1/2" DBA (WITH1" CONC COVER) AT 24" O.C.

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GROUPS OF OPENINGS (FORMED OR CORED)

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CONDITION WHERE REINFORCING IS NOT REQUIRED

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SECTION A-A

AutoCAD SHX Text WELD PL 1/4"x5"x0'-5"

AutoCAD SHX Text L2x2x1/4 AT EACH BRACE

AutoCAD SHX Text L4x4x5/16 AT EACH BRACE

AutoCAD SHX Text BENT PL 1/4" x CONT WITH 1/2" DBA (WITH 1" CONC COVER) AT 24" O.C.

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ANGLE TO STEEL BEAM

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32" MIN

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BEAM OR JOIST

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CORED OPENINGS

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USE 3/8" CONT. BENT PLATE IN LIEU OF 1/4" AT SLABS SUPPORTING BRICK LEDGE ANGLES

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CONTRACTOR HAS OPTION TO CHANGE ANY OF THESE WELDS FROM FIELD TO SHOP WELDS

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CONCRETE OVER METAL DECK, SEE PLAN

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BENT PL TO STEEL BEAM

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STEEL BEAM, SEE PLAN

AutoCAD SHX Text BRACE (SEE F7/SF402) AT 6'-0" O.C. MAX U.N.O. (PERP WIDE FLANGE JOIST CAN REPLACE AN ANGLE BRACE)

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CONCRETE OVER METAL DECK, SEE PLAN

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BTWN OR PARALLEL TO WIDE FLANGE JOIST (AT OVERHANG > 12")

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BENT PL TO STEEL BEAM

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ANGLE TO STEEL BEAM

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AT WIDE FLANGE JOIST (AT OVERHANG > 12")

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NOTE: SEE DETAIL E9/SF402 FOR DECK BEARING ANGLES AROUND STEEL COLUMN.

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SEE DETAIL E5 FOR SLAB EDGE ADDITIONAL BRACING AND REINFORCING REQUIREMENTS

AutoCAD SHX Text 110'-7"

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TOS EL

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.

AutoCAD SHX Text 10"

AutoCAD SHX Text 108'-0"

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TOS EL

AutoCAD SHX Text L4x4x3/16 EA SIDE OF TUBE

AutoCAD SHX Text HSS 6x2x3/16 AT 48" MAX SPACING

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1.5B 20 GA DECK

AutoCAD SHX Text 8"

AutoCAD SHX Text L4x4x3/16 EA SIDE OF TUBE

AutoCAD SHX Text HSS 8x4x1/4 CONT.

AutoCAD SHX Text HSS4x4x3/16 POST

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

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INFILL ENDS WITH MASONRY, SEE ARCH

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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SF402

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Sheets and Views
S-402

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