SF102.pdf

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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 a structural engineering drawing (SF102) showing mezzanine and catwalk framing plans for a VA boiler plant replacement project at the Sioux Falls VA Medical Center in South Dakota. The drawing includes detailed framing plans at 1/8" = 1'-0" scale showing steel beam sizes, dimensions, connection details, and loading requirements.

The drawing provides specific structural details including W24x55 and W16x26 steel beams, shear stud placement requirements, composite deck specifications (3" lightweight concrete on 2" galvanized deck), and equipment pad details. Key features include catwalk layouts requiring coordination with final equipment selection, ladder rung details, and bracing requirements. The drawing is part of 100% Construction Documents dated 08-09-2024 with Addendum 3 dated 01-17-25, prepared by Paradigm USA (Louisville, KY) for project number 438-22-900. Design elements emphasize coordination between architectural, mechanical and structural components for proper equipment support and access.

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Other versions and copies of SF 102

5 government files on GovTribe name SF 102. Different revisions are separate documents; copies of this exact file point search engines to its first posting.

File Revision Posted Attached to
SF102-HIGH ROOF FRAMING PLAN.pdf Revision not stated Construct Mission Training Center (MTC) Facility
Amendment0005 - Attachment 34 - SF102.pdf Revision not stated Y1DZ--Minor Construction - Danville VAMC - 550-319 Construct Two New Homes 7 & 8
267 - SF102.pdf Revision not stated VAMC PERRY POINT, MD CLC
267 - SF102.pdf Revision not stated VAMC PERRY POINT, MD CLC

Who attaches SF 102

Agency Files
Department of Veterans Affairs Headquarters 2
Department of Veterans Affairs Technology Acquisition Center Austin 1
Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 23 1
Department of the Army National Guard 1

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Project Number

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Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

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Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

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PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

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Project Director

Revisions: Date:

Architecture Engineering Design-Build paradigm

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SEE F1/SF102 FOR MEZZANINE FRAMING

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MEZZANINE AND CATWALK FRAMING PLAN

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MEZZANINE SLAB AND UPPER CATWALK FRAMING PLAN

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CATWALK DIMENSIONS ARE TO BACK FACE OF ANGLE

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LADDER RUNGS WELDED TO HANGER ANGLES

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REVISED MEZZANINE FRAMING INFORMATION

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MEZZANINE AND CATWALK FRAMING PLANS

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SF102

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

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SIOUX FALLS VAMC

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SIOUX FALLS, SD 57105

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100% CONSTRUCTION DOCUMENTS

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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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ADDENDUM 2 (NO STRUCTURAL CHANGES)

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XX-XX-XX

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ADDENDUM 3

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BEAM SIZE

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AutoCAD SHX Text STEEL FABRICATOR SHALL DESIGN THE BEAM CONNECTIONS FOR THE UNFACTORED LOADS SHOWN ON THIS PLAN, TYP. USE MINIMUM TWO BOLT CONNECTION

AutoCAD SHX Text TOTAL QUANTITY 3/4" DIA. HEADED STUDS TO BE SPACED UNIFORMLY ON BEAM: STUD LENGTH = 3 1/2"

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INDICATES FULL MOMENT CONNECTION

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AutoCAD SHX Text FOR BEAMS WITH DECK SPAN PERPENDICULAR TO THE BEAM. STUD DIAGRAM 1. LAYOUT STUDS ALONG BEAM LENGTH PRIOR TO STUD ATTACHMENT. LAYOUT STUDS ALONG BEAM LENGTH PRIOR TO STUD ATTACHMENT. 2. IF TOTAL QUANTITY OF STUDS EXCEEDS SPAN LENGTH IN FEET, LAYOUT A SINGLE ROW OF STUDS AT 12" O.C. AND IF TOTAL QUANTITY OF STUDS EXCEEDS SPAN LENGTH IN FEET, LAYOUT A SINGLE ROW OF STUDS AT 12" O.C. AND STUDS AT 12" O.C. AND LAYOUT REMAINING STUDS IN EQUAL QUANTITIES FROM EACH END OF BEAM AT 12" O.C. IN A DOUBLE ROW OF STUDS. OF BEAM AT 12" O.C. IN A DOUBLE ROW OF STUDS. CENTER DOUBLE STUD ROW ABOUT CENTERLINE OF BEAM. SEE STUD PLACEMENT DETAIL FOR STUD PLACEMENT. 3. IF TOTAL QUANTITY OF STUDS IS LESS THAN THE SPAN LENGTH IN FEET, PLACE STUDS AT 24" O.C. AND PLACE REMAINING IF TOTAL QUANTITY OF STUDS IS LESS THAN THE SPAN LENGTH IN FEET, PLACE STUDS AT 24" O.C. AND PLACE REMAINING 24" O.C. AND PLACE REMAINING STUDS IN EQUAL QUANTITIES FROM EACH END OF BEAM AT VACANT DECK FLUTE LOCATIONS AT 24" O.C. SUCH THAT THE STUD SPACING AT END IS 12" O.C. 4. IN ALL CASES, THERE SHALL BE AN EQUAL NUMBER OF SHEAR STUDS ON EACH SIDE OF THE MIDPOINT OF BEAM. IN ALL CASES, THERE SHALL BE AN EQUAL NUMBER OF SHEAR STUDS ON EACH SIDE OF THE MIDPOINT OF BEAM. FOR BEAMS WITH DECK SPAN PARALLEL TO THE BEAM. 1. LAYOUT STUDS ALONG BEAM LENGTH PRIOR TO STUD ATTACHMENT. LAYOUT STUDS ALONG BEAM LENGTH PRIOR TO STUD ATTACHMENT. 2. SPACE STUDS IN A SINGLE ROW BETWEEN SUPPORTS AT A UNIFORM SPACING, SPACING SHALL NOT BE LESS THAN 4 1/2". SPACE STUDS IN A SINGLE ROW BETWEEN SUPPORTS AT A UNIFORM SPACING, SPACING SHALL NOT BE LESS THAN 4 1/2". 3. IF SPACING WOULD BE LESS THAN 4 1/2", LAYOUT A SINGLE ROW OF STUDS AT 4 1/2" ON CENTER AND LAYOUT THE IF SPACING WOULD BE LESS THAN 4 1/2", LAYOUT A SINGLE ROW OF STUDS AT 4 1/2" ON CENTER AND LAYOUT THE REMAINING STUDS IN EQUAL QUANTITIES FROM EACH END OF THE BEAM IN A DOUBLE ROW OF STUDS. CENTER DOUBLE STUD ROW ABOUT CENTERLINE OF BEAM. SEE DETAIL "C" FOR STUD PLACEMENT.

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PLACE STUDS AS SHOWN OFFSET TOWARD THE NEAREST END OF BEAM

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CAMBER UP AT MIDSPAN

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1. DECK PERPENDICULAR TO SUPPORT - (4)-5/8" DIA. PUDDLE DECK PERPENDICULAR TO SUPPORT - (4)-5/8" DIA. PUDDLE WELDS PER SHEET. 2. DECK PARALLEL TO SUPPORT - 5/8" DIA. PUDDLE WELDS AT 12" DECK PARALLEL TO SUPPORT - 5/8" DIA. PUDDLE WELDS AT 12" O.C. (24" O.C. MAX.) 3. SIDELAPS - 3/8"x1 1/4" ARC SEAM WELDS AT 24" O.C. U.N.O. SIDELAPS - 3/8"x1 1/4" ARC SEAM WELDS AT 24" O.C. U.N.O. 4. DECK SHALL BE CONTINUOUS OVER (3) SUPPORTS, U.N.O.DECK SHALL BE CONTINUOUS OVER (3) SUPPORTS, U.N.O.

AutoCAD SHX Text GENERAL NOTES A. GROUND FINISHED FLOOR ASSUMED ELEVATION = 100'-0" (4754.87') ALL ELEVATIONS ARE GROUND FINISHED FLOOR ASSUMED ELEVATION = 100'-0" (4754.87') ALL ELEVATIONS ARE BASED ON THIS DATUM UNLESS NOTED OTHERWISE. B. SEE SHEET SG001 AND SG002 FOR GENERAL NOTES AND DESIGN LOADS. SEE SHEET SG001 AND SG002 FOR GENERAL NOTES AND DESIGN LOADS. C. SEE SHEETS SF401, SF402, AND SF403 FOR FRAMING DETAILS. SEE SHEETS SF401, SF402, AND SF403 FOR FRAMING DETAILS. D. COORDINATE LIMITS AND LOCATION OF VENEER WITH ARCHITECTURAL DRAWINGS. DIMENSIONS COORDINATE LIMITS AND LOCATION OF VENEER WITH ARCHITECTURAL DRAWINGS. DIMENSIONS SHOWN TO OUTSIDE OF BUILDING ARE TO FACE OF BRICK, TYP. E. SEE PLUMBING DRAWINGS FOR LOCATION OF FLOOR DRAINS AND DEPRESSED/SLOPED SEE PLUMBING DRAWINGS FOR LOCATION OF FLOOR DRAINS AND DEPRESSED/SLOPED SLABS. F. VERIFY ALL WALL OPENING AND INTERIOR WALL DIMENSIONS AND LOCATIONS WITH VERIFY ALL WALL OPENING AND INTERIOR WALL DIMENSIONS AND LOCATIONS WITH ARCHITECTURAL DRAWINGS. G. VERIFY ALL DIMENSIONS IN THE FIELD AND WITH EQUIPMENT SUPPLIER REQUIREMENTS FOR VERIFY ALL DIMENSIONS IN THE FIELD AND WITH EQUIPMENT SUPPLIER REQUIREMENTS FOR FULL COORDINATION OF MISC. SUPPORT AND FRAMING STEEL AND OTHER STRUCTURAL ITEMS PRIOR TO FABRICATION. LOCATIONS OF SUPPORTS, HANGERS, ATTACHMENTS AND OTHER ITEMS WILL VARY ACCORDING TO EQUIPMENT SELECTED AND FINAL CONFIGURATION OF INSTALLED MEP SYSTEMS. SEE GENERAL NOTES ON SG001 AND SG002. H. SEE C8/SG005 FOR HOUSEKEEPING OR EQUIPMENT MOUNTING PADS. REFER TO ARCH AND SEE C8/SG005 FOR HOUSEKEEPING OR EQUIPMENT MOUNTING PADS. REFER TO ARCH AND MEP DRAWINGS FOR SIZE AND LOCATION OF PADS. I. REFER TO SHEET S004 FOR TYPICAL INTERIOR NON-LOADBEARING LIGHT GAGE FRAMING REFER TO SHEET S004 FOR TYPICAL INTERIOR NON-LOADBEARING LIGHT GAGE FRAMING DETAILS. REFER TO ARCHITECTURAL AND MEP DRAWINGS FOR ADDITIONAL COORDINATION OF EQUIPMENT AND CABINETS SHOWN TO BE MOUNTED TO WALLS NOT SPECIFICALLY SHOWN THIS PLAN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WALL FRAMING PER DETAILS ON SHEET S004 FOR FRAMING OF WALLS AT LOCATIONS WHERE ADDITIONAL EQUIPMENT AND CABINETS 20 LBS AND GREATER ARE TO BE MOUNTED UNDER THIS CONTRACT. J. ONLY THOSE PORTIONS OF THE EXISTING STRUCTURE ARE SHOWN WHERE PERTINENT TO ONLY THOSE PORTIONS OF THE EXISTING STRUCTURE ARE SHOWN WHERE PERTINENT TO THE LOCATIONS OF SUPPORT FRAMING MODIFICATION OR ADDITION. DRAWINGS SHALL BE USED FOR LAYOUT RELATIVE TO THE EXISTING STRUCTURE, HOWEVER FIELD VERIFICATION OF FRAMING LOCATIONS IS REQUIRED BEFORE INSTALLATION OF ANY NEW FRAMING. K. WHEN CORING THROUGH CONCRETE, CONTRACTOR SHALL PROVIDE GROUND PENETRATING WHEN CORING THROUGH CONCRETE, CONTRACTOR SHALL PROVIDE GROUND PENETRATING RADAR OR OTHER MEANS OF SLAB OR OTHER STRUCTURAL COMPONENT REINFORCING LOCATION AND MARK SUCH LOCATIONS SO THAT NO EXISTING REINFORCING IS DAMAGED DURING INSTALLATION OF ANY NEW FASTENERS (POWER ACTUATED FASTENERS, SCREWS, BOLTS OR OTHER CONNECTORS), FLOOR SINKS DRAINS OR OTHER MEP SLAB PENETRATIONS TO TOP OF BOTTOM OF EXISTING FLOOR SLAB. ANY DAMAGED REINFORCING WILL REQUIRE STRUCTURAL REPAIRS AT THE CONTRACTORS EXPENSE. L. SEE COMPOSITE BEAM NOTES AND DETAILS THIS SHEET FOR SHEAR STUDS AND DECK SEE COMPOSITE BEAM NOTES AND DETAILS THIS SHEET FOR SHEAR STUDS AND DECK ATTACHMENT TO FRAMING MEMBERS AND DECK FASTENER TYPE, SIZE, AND SPACING. M. VERIFY ALL OPENINGS FOR MECHANICAL SHAFTS, STAIRS, ETC. WITH ARCHITECTURAL AND VERIFY ALL OPENINGS FOR MECHANICAL SHAFTS, STAIRS, ETC. WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. SEE C2/SF402 FOR TYPICAL FLOOR OPENINGS LESS THAN 24". SEE C9/SF402 FOR TYPICAL FLOOR OPENINGS GREATER THAN 24". N. SEE E2/SF402 FOR TYPICAL AND GENERAL COMPOSITE BEAM FRAMING DETAILS.SEE E2/SF402 FOR TYPICAL AND GENERAL COMPOSITE BEAM FRAMING DETAILS.

AutoCAD SHX Text KEY NOTES 1. 3" LIGHTWEIGHT CONCRETE ON VULCRAFT GALVANIZED 2" 20GA VLI COMPOSITE METAL DECK. 3" LIGHTWEIGHT CONCRETE ON VULCRAFT GALVANIZED 2" 20GA VLI COMPOSITE METAL DECK. TOTAL SLAB THICKNESS = 5". SEE SF104 FOR COMPOSITE FLOOR SLAB REINFORCING. SF104 FOR COMPOSITE FLOOR SLAB REINFORCING. . 2. 6" REINFORCED CONCRETE EQUIPMENT PAD, SEE C8/SG005 FOR PAD DETAILS. PAD SHALL 6" REINFORCED CONCRETE EQUIPMENT PAD, SEE C8/SG005 FOR PAD DETAILS. PAD SHALL BE DOWELED TO SLAB PER DETAIL, BUT INSTALLED AS A COLD JOINT / SEPARATELY POURED PAD NOT INTEGRAL WITH BUILDING MEZZANINE SLAB. SEE EQUIPMENT SUPPLIER REQUIREMENTS FOR PAD DIMENSIONS. PAD SIZES SHOWN ARE FOR APPROXIMATE SIZE BIDDING PURPOSES ONLY AND VARY BY FINAL EQUIPMENT MODEL PROVIDED. GC TO COORDINATE FINAL PAD SIZE AND EXACT LOCATION. SEE C8/SB302. 3. SEE ARCHITECTURAL DRAWINGS FOR STAIR PLANS AND DETAILS, STAIR FRAMING IS SEE ARCHITECTURAL DRAWINGS FOR STAIR PLANS AND DETAILS, STAIR FRAMING IS DELEGATED DESIGN SUBMITTAL, SEE SHEET SG002 AND SB101 FOR MORE INFORMATION. 4. STEAM HEADER SUPPORTED FROM MEZZANINE FLOOR SLAB WITH STEEL PIPE STANDS, SEE STEAM HEADER SUPPORTED FROM MEZZANINE FLOOR SLAB WITH STEEL PIPE STANDS, SEE MECHANICAL DRAWINGS. ANCHORS SHALL BE DRILLED AND EPOXIED. 5. 4" REINFORCED CONCRETE EQUIPMENT PAD, SEE C8/SG005 FOR PAD DETAILS. PAD SHALL 4" REINFORCED CONCRETE EQUIPMENT PAD, SEE C8/SG005 FOR PAD DETAILS. PAD SHALL BE DOWELED TO SLAB PER DETAIL, BUT INSTALLED AS A COLD JOINT / SEPARATELY POURED PAD NOT INTEGRAL WITH BUILDING MEZZANINE SLAB. SEE EQUIPMENT SUPPLIER REQUIREMENTS FOR PAD DIMENSIONS. PAD SIZES SHOWN ARE FOR APPROXIMATE SIZE BIDDING PURPOSES ONLY AND VARY BY FINAL EQUIPMENT MODEL PROVIDED. GC TO COORDINATE FINAL PAD SIZE AND EXACT LOCATION. SEE C8/SB302. 6. SEE E9/SF402 FOR DECK BEARING SUPPORTS AT COLUMNS, TYP.SEE E9/SF402 FOR DECK BEARING SUPPORTS AT COLUMNS, TYP.

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COMPOSITE BEAM LEGEND

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COMPOSITE BEAM NOTES AND DETAILS

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COMPOSITE DECK ATTACHMENT

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MARKS AND SYMBOLS LEGEND

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SECTION MARK

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SHEET NUMBER

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INDICATES EXISTING GRID

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INDICATES NEW GRID

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SB301

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INDICATES SLAB/F.F.E. STEP

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INDICATES MOMENT CONNECTION

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BEAM TO COLUMN

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Sheets and Views
SF102

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