SB101.pdf

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 an architectural/engineering drawing labeled SB101 titled "Foundation and Slab Plans" for a boiler plant replacement project at the Sioux Falls VA Medical Center in South Dakota. The drawing, dated August 9, 2024, shows detailed foundation and ground floor slab plans at 1/8" = 1'-0" scale, including spread footing schedules, continuous footing schedules, wall opening schedules, and column schedules.

The drawing includes specific technical details such as blast-resistant requirements (13.44 PSI at 50.78 PSI-MSEC for exterior windows and door frames), slab specifications (4" and 7" thick sections with #4 reinforcement at 18" O.C.), and foundation elements like spread footings ranging from 9'x9' to 12'x12'. The document contains multiple construction notes, including requirements for vapor barriers, crushed stone base, and subgrade preparation requirements. The drawing is part of a larger set of 100% Construction Documents and has gone through multiple addenda, with the most recent being Addendum 3 dated January 17, 2025.

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TRUE

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PLAN

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PLAN

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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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AutoCAD SHX Text NOTES: 1. SEE PLANS AND DETAILS FOR TOP OF FOOTING ELEVATION. SEE PLANS AND DETAILS FOR TOP OF FOOTING ELEVATION. 2. SEE DETAILS FOR CONFIGURATION OF REINFORCING. SEE DETAILS FOR CONFIGURATION OF REINFORCING. 3. T&B INDICATES TOP AND BOTTOM REINFORCING MATS.T&B INDICATES TOP AND BOTTOM REINFORCING MATS.

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SPREAD FOOTING SCHEDULE

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REINFORCING (EACH WAY)

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CONTINUOUS FOOTING SCHEDULE

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#3 AT 16"O.C.

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#3 AT 16"O.C.

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AutoCAD SHX Text NOTES: 1. SEE ARCH ELEVATIONS FOR ADDITIONAL INFORMATION ON OPENINGS IN WALLS SEE ARCH ELEVATIONS FOR ADDITIONAL INFORMATION ON OPENINGS IN WALLS 2. SEE SE201 ELEVATIONS FOR CONFIGURATION OF REINFORCING IN ADDITION TO TYPICAL SEE SE201 ELEVATIONS FOR CONFIGURATION OF REINFORCING IN ADDITION TO TYPICAL REINFORCING CALLED OUT FOR WALLS. 3. ENVELOPE BLAST RATING MINIMUM REQUIREMENTS FOR DESIGN/CERTIFICATION OF ENVELOPE BLAST RATING MINIMUM REQUIREMENTS FOR DESIGN/CERTIFICATION OF COMPONENTS LOADING SHALL BE MIN. 13.44 PSI AT 50.78 PSI-MSEC. 4. WINDOWS SHALL BE LAMINATED AND DESIGNED FOR BLAST LOADING, IF IGU SYSTEMS WINDOWS SHALL BE LAMINATED AND DESIGNED FOR BLAST LOADING, IF IGU SYSTEMS ARE USED, ONLY THE INNER PANE SHALL BE LAMINATED, MIN 1/4" PANE THICKNESS. 5. WINDOW AND DOOR FRAMES AND ANCHORAGE SHALL BE DESIGNED FOR COLLECTED WINDOW AND DOOR FRAMES AND ANCHORAGE SHALL BE DESIGNED FOR COLLECTED BLAST LOADING INDICATED IN NOTE 3.

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WALL OPENING SCHEDULE

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OPENING WIDTH

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HEADER/SILL REINFORCING

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SEE SHEET SE201

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DOOR OPENINGS - EXTERIOR, BLAST RATED, SEE SPECS

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WINDOW OPENINGS - EXTERIOR, BLAST RATED, SEE SPECS

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GROUND FLOOR FOUNDATION PLAN

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GROUND FLOOR SLAB PLAN

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SIM

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4" SLAB

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4" SLAB

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COLUMN SCHEDULE

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BASE PLATE

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REVISED COLUMN, BASEPLATE, FOOTING INFORMATION

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FOUNDATION AND SLAB PLANS

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SB101

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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TWW

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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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SECTION MARK

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SHEET NUMBER

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FOOTING DESIGNATION

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SEE SCHEDULE THIS SHEET

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INDICATES FOOTING STEP

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SEE DETAIL F1/SG005

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SEE SCHEDULE THIS SHEET

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SEE DETAIL F7/SG005

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FTG. STEP F1/SG005

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INDICATES STEEL COLUMN

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AND BASEPLATE SIZE

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SEE C1/SG005 FOR BASEPLATES

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INDICATES SLAB/F.F.E. STEP

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 SB301 AND SB302 FOR FOUNDATION DETAILS. SEE SHEETS SB301 AND SB302 FOR FOUNDATION 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. ALL FOOTINGS ARE CENTERED UNDER COLUMNS AT GRID INTERSECTIONS UNLESS NOTED ALL FOOTINGS ARE CENTERED UNDER COLUMNS AT GRID INTERSECTIONS UNLESS NOTED OTHERWISE ON PLAN. FOOTINGS NOT CENTERED OR NOT SUPPORTING COLUMNS ARE LOCATED ON PLAN WITH DIMENSIONS FROM GRIDLINES. G. SEE SG005 FOR BASEPLATE AND ANCHOR BOLT DIAGRAMS. SEE SG005 FOR BASEPLATE AND ANCHOR BOLT DIAGRAMS. H. VERIFY ALL WALL OPENING AND INTERIOR WALL DIMENSIONS AND LOCATIONS WITH VERIFY ALL WALL OPENING AND INTERIOR WALL DIMENSIONS AND LOCATIONS WITH ARCHITECTURAL DRAWINGS. I. SEE ARCH. FOR CONTROL JOINT SPACING IN BRICK FACADE WHERE NOT SPECIFICALLY SEE ARCH. FOR CONTROL JOINT SPACING IN BRICK FACADE WHERE NOT SPECIFICALLY SHOWN THIS SHEET. BRICK JOINTS THIS SHEET ARE REQUIRED AS SHOWN IN ADDITION TO THOSE SHOWN ON ARCH DRAWINGS. J. SEE SE201 FOR BUILDING STRUCTURE ELEVATIONS AND EXTERIOR WALL INFORMATION. SEE SE201 FOR BUILDING STRUCTURE ELEVATIONS AND EXTERIOR WALL INFORMATION. K. 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. L. 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. M. 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. N. 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. O. 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. P. SEE ARCHITECTURAL AND CIVIL DRAWINGS FOR EXTERIOR CONCRETE WORK AT DOORS, SEE ARCHITECTURAL AND CIVIL DRAWINGS FOR EXTERIOR CONCRETE WORK AT DOORS, SIDEWALKS, ETC. Q. BLAST RESISTANT EXTERIOR WINDOWS AND DOOR FRAMES AND THEIR ATTACHMENTS AND BLAST RESISTANT EXTERIOR WINDOWS AND DOOR FRAMES AND THEIR ATTACHMENTS AND ANCHORAGE SHALL BE CAPABLE OF RESISTING IMPULSE LOADING OF 13.44 PSI AT 50.78 PSI-MSEC. SEE SE201 FOR MORE INFORMATION. R. SEE CIVIL AND ARCHITECTURAL DRAWINGS FOR SITE RETAINING AND SCREEN WALL SEE CIVIL AND ARCHITECTURAL DRAWINGS FOR SITE RETAINING AND SCREEN WALL LOCATIONS. REFER TO SHEET SB302 FOR CONSTRUCTION DETAILS OF SITE WALLS AND OTHER STRUCTURES. S. SEE F2/SB301 FOR FOOTING STEP AND DETAILING AROUND MEP PENETRATIONS THROUGH SEE F2/SB301 FOR FOOTING STEP AND DETAILING AROUND MEP PENETRATIONS THROUGH EXTERIOR WALL LOCATIONS. T. DO NOT BACKFILL TUNNEL, BASEMENT OR BELOW GRADE WALLS UNTIL ALL WALLS, FRAMING, DO NOT BACKFILL TUNNEL, BASEMENT OR BELOW GRADE WALLS UNTIL ALL WALLS, FRAMING, SLABS, AND BRACING ARE COMPLETED AT GRADE. STABILITY OF RETAINING WALLS IS CONTINGENT ON COMPLETION OF BRACES AND CONNECTION OF SLAB TO WALLS. U. AT MEP PENETRATIONS THROUGH FOUNDATION FOOTINGS, SEE F2/SB301 WHERE CONFLICT AT MEP PENETRATIONS THROUGH FOUNDATION FOOTINGS, SEE F2/SB301 WHERE CONFLICT ARISES BETWEEN PIPE/CONDUIT ELEVATION AND FOUNDATION REINFORCING.

AutoCAD SHX Text LIGHT GAGE WALL FRAMING NOTES 1. SEE SHEET SG003 AND FOUNDATION AND FRAMING DETAILS FOR BLAST RESISTANT EXTERIOR SEE SHEET SG003 AND FOUNDATION AND FRAMING DETAILS FOR BLAST RESISTANT EXTERIOR LIGHT GAGE WALL FRAMING INFORMATION AND DETAILS. ALL EXTERIOR WALLS SHALL CONFORM TO THE REQUIREMENTS SHOWN ON SHEET SG003. BLAST RESISTANT INTERIOR AND EXTERIOR WINDOWS AND DOOR FRAMES AND THEIR ATTACHMENTS SHALL BE CAPABLE OF RESISTING BLAST IMPULSE LOADING ON THIS SHEET. 2. AT TYPICAL INTERIOR PARTITION WALLS WITH NO ATTACHED WALL-MOUNTED EQUIPMENT OR AT TYPICAL INTERIOR PARTITION WALLS WITH NO ATTACHED WALL-MOUNTED EQUIPMENT OR CABINETS, REFER TO TYPICAL DETAIL F4/SG004 FOR MINIMUM REQUIRED FRAMING AND ATTACHMENT INFORMATION. REFER TO ARCHITECTURAL DRAWINGS FOR ACTUAL REQUIRED WALL FRAMING THICKNESS (3 5/8" MIN. FOR ALL WALLS EXCEPT FURRING WALLS). REFER TO ARCHITECTURAL AND MEP DRAWINGS FOR ADDITIONAL COORDINATION OF EQUIPMENT AND CABINETS SHOWN TO BE MOUNTED TO WALLS NOT SHOWN THIS PLAN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WALL FRAMING PER DETAILS F1/SG004, F2/SG004 AND B1/SG004 FOR FRAMING OF WALLS AT LOCATIONS WHERE EQUIPMENT AND CABINETS ARE TO BE MOUNTED WHERE NOT SPECIFICALLY SHOWN THIS SHEET. 3. WHERE CABINETS ARE TO BE MOUNTED TO WALLS, REFER TO DETAIL F2/SG004 FOR WHERE CABINETS ARE TO BE MOUNTED TO WALLS, REFER TO DETAIL F2/SG004 FOR MINIMUM REQUIRED FRAMING AND ATTACHMENT INFORMATION. REFER TO ARCHITECTURAL DRAWINGS FOR ACTUAL REQUIRED WALL FRAMING THICKNESS (3 5/8" MIN). DASHED LINE INDICATES APPROXIMATE EXTENTS OF SUPPORT FRAMING WITH GREATER REQUIREMENTS THAN TYPICAL WALL FRAMING, REFER TO DETAILS FOR MORE INFORMATION. 4. WHERE EQUIPMENT AND WALL-MOUNTED SINKS ARE TO BE MOUNTED TO WALLS, REFER TO WHERE EQUIPMENT AND WALL-MOUNTED SINKS ARE TO BE MOUNTED TO WALLS, REFER TO DETAIL F1/SG004 FOR MINIMUM REQUIRED FRAMING AND ATTACHMENT INFORMATION. REFER TO ARCHITECTURAL DRAWINGS FOR ACTUAL REQUIRED WALL FRAMING THICKNESS (3 5/8" MIN). DASHED LINE INDICATES APPROXIMATE EXTENTS OF SUPPORT FRAMING WITH GREATER REQUIREMENTS THAN TYPICAL WALL FRAMING, REFER TO DETAILS FOR MORE INFORMATION. 5. PARTIAL HEIGHT WALLS AND COUNTERTOP STATION FACE WALLS SHALL HAVE SUPPORTING PARTIAL HEIGHT WALLS AND COUNTERTOP STATION FACE WALLS SHALL HAVE SUPPORTING STRUCTURE PER DETAIL C2/SG004 AT ENDS OF WALLS AND AT 48" O.C. MAX. 6. ANY WALL MOUNTED TOILETS SHALL HAVE FULL HEIGHT STEEL FRAME WALL CARRIERS AND ANY WALL MOUNTED TOILETS SHALL HAVE FULL HEIGHT STEEL FRAME WALL CARRIERS AND SHALL NOT BE MOUNTED TO WALL FRAMING, REFER TO PLUMBING DRAWINGS AND SPECIFICATIONS FOR TOILET INFORMATION.

AutoCAD SHX Text KEY NOTES - FOUNDATION AND SLAB PLAN 1. 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. SUPPORT LOWER STAIR AND CORNER LANDING FROM SLAB USING POSTS, MEZZANINE LEVEL FRAMING SHALL BE SUSPENDED FROM ROOF FRAMING, SEE FRAMING PLANS FOR MORE INFORMATION. 2. 7" SLAB-ON-GRADE REINFORCED WITH #4 AT 18" O.C. E.W. PLACED AT MID-SLAB OVER A 7" SLAB-ON-GRADE REINFORCED WITH #4 AT 18" O.C. E.W. PLACED AT MID-SLAB OVER A I5 MIL CLASS "A" VAPOR BARRIER OVER 8" CLEAN CRUSHED STONE OVER PREPARED SUB GRADE AS SPECIFIED IN THE GEOTECHNICAL REPORT. REFER TO EQUIPMENT SUPPLIER FOR REQUIRED SPECIAL FLOOR FLATNESS AND LEVELNESS REQUIREMENTS BEYOND TYPICAL SPECIFICATION REQUIREMENTS FOR OTHER FLOOR AREAS. THE CONTRACTOR SHALL FOLLOW THE GEOTECHNICAL REPORT SUBGRADE PREPARATION REQUIREMENTS DUE TO THE EXISTING SOIL CONDITIONS ENCOUNTERED ON SITE. A GEOTECHNICAL REPRESENTATIVE SHALL BE RETAINED BY THE CONTRACTOR TO MONITOR AND APPROVE ALL FOUNDATION AND SUBGRADE PREPARATION. 3. SEE B4/SB301 FOR TRENCH CONSTRUCTION. COORDINATE LOCATION WITH MEP PIPING, SEE B4/SB301 FOR TRENCH CONSTRUCTION. COORDINATE LOCATION WITH MEP PIPING, SLOPE TRENCH BOTTOM TO DRAIN WHERE SHOWN ON PLUMBING PLANS. 4. T.O.F. EL. = 97'-4" TYPICAL AT INTERIOR COLUMN FOOTINGS UNLESS NOTED OTHERWISE. T.O.F. EL. = 97'-4" TYPICAL AT INTERIOR COLUMN FOOTINGS UNLESS NOTED OTHERWISE. 5. SEE F3/SG005 FOR FOOTING AND WALL REINFORCING DETAILING AT CORNERS, TYP. SEE F3/SG005 FOR FOOTING AND WALL REINFORCING DETAILING AT CORNERS, TYP. 6. MANDATORY FULL HEIGHT CMU EXPANSION JOINT, SEE DETAILS ON SHEET SG003 AND CMU MANDATORY FULL HEIGHT CMU EXPANSION JOINT, SEE DETAILS ON SHEET SG003 AND CMU WALL REINFORCING ELEVATIONS ON SHEET SE201 FOR MORE INFORMATION. SEE ARCH FOR BRICK VENEER EXPANSION JOINT LOCATIONS NOT SHOWN THIS PLAN. INTERIOR WALL CMU CONTROL JOINTS SHALL BE SPACED AT 40' MAX, LOCATIONS AT DISCRETION OF CONTRACTOR. 7. SIDEWALK / STAIRS AND STOOP PADS, SEE DETAILS FOR SIZE AND INSTALLATION SIDEWALK / STAIRS AND STOOP PADS, SEE DETAILS FOR SIZE AND INSTALLATION REQUIREMENTS. 8. SEE B6/SG005 FOR ADDITIONAL REINFORCING AROUND SLAB PENETRATIONS LARGER THAN SEE B6/SG005 FOR ADDITIONAL REINFORCING AROUND SLAB PENETRATIONS LARGER THAN 12"X12" OR WHERE TYPICAL SLAB REINFORCING IS DISRUPTED, TYP. 9. ACCESS/PLUMBING PIT, SEE DETAILS. INSTALL STEEL GRATE WITH REMOVABLE ACCESS ACCESS/PLUMBING PIT, SEE DETAILS. INSTALL STEEL GRATE WITH REMOVABLE ACCESS HATCH TO ACCESS PIT LADDER. GRATE SHALL HAVE 500 PSF / 3,000# WHEEL LOAD CAPACITY. 10. 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 FLOOR 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. 11. AT DOORWAYS, ADD #5 HAIRPIN BARS EACH SIDE IN SLAB, SEE B7/SG005 AND AT DOORWAYS, ADD #5 HAIRPIN BARS EACH SIDE IN SLAB, SEE B7/SG005 AND FOUNDATION DETAILS REFERENCED, TYP. 12. SEE MECHANICAL AND PLUMBING FOR ALL FLOOR DRAINS AND SLAB PENETRATIONS TO BE SEE MECHANICAL AND PLUMBING FOR ALL FLOOR DRAINS AND SLAB PENETRATIONS TO BE PLACED AND PROTECTED BEFORE POURING SLAB. 13. STEAM HEADER SUPPORTED FROM FLOOR SLAB WITH STEEL PIPE STANDS, SEE MECHANICAL STEAM HEADER SUPPORTED FROM FLOOR SLAB WITH STEEL PIPE STANDS, SEE MECHANICAL DRAWINGS. ANCHORS SHALL BE DRILLED AND EPOXIED. 14. SLAB CONTROL JOINT / CONSTRUCTION JOINT, TYP. CONSTRUCTION JOINTS TO BE SLAB CONTROL JOINT / CONSTRUCTION JOINT, TYP. CONSTRUCTION JOINTS TO BE APPROVED BY GC PROPOSED SLAB POUR SCHEDULING SUBMITTAL. 15. STEAM TUNNEL, SEE MECHANICAL AND CIVIL FOR EXTENTS. SEE SB302 FOR DETAILS. STEAM TUNNEL, SEE MECHANICAL AND CIVIL FOR EXTENTS. SEE SB302 FOR DETAILS. 16. SEE F7/SB302 FOR BOLLARD INSTALLATION DETAILS, TYP.SEE F7/SB302 FOR BOLLARD INSTALLATION DETAILS, TYP.

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text GENERAL ADD1 NOTES: ADDED TYP WHERE APPLICABLE TO NOTES AND DETAIL FOR CLARITY. ADDED KEYNOTE CALLOUTS TO TYP. ITEMS FOR CLARITY

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

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SB101

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