S-FD-S-002.09.IFC.09.01.pdf

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ALEX R.

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DATE:

1. INTERNATIONAL BUILDING CODE 2018

2. BUILDING CODE FOR THE CITY OF LEAD, SD

3 ASCE 7

1. FLOOR / GROUND LOADS

(4) LIQUID ARGON TANKS (DEWARS) - 210 KIPS EACH (ESTIMATED)

(2) VAPORIZERS - 10 KIPS EACH (ESTIMATED)

TRANSFORMER - 10 KIPS (ESTIMATED)

GENERATOR - 2 KIPS (ESTIMATED)

CONCENTRATED LOAD DUE TO AASHTO H20 WHEEL LOAD - 16 KIP

CORRIDOR AND STAIR LIVE LOAD - 100 PSF

MEZZANINE STORAGE FLOOR LIVE LOAD - 125 PSF

MECHANICAL FLOOR LIVE LOAD - 125 PSF

2. ROOF LIVE LOAD

GROUND SNOW LOAD Pg = 56 PSF FLAT ROOF SNOW LOAD Pf = 40 PSF SNOW EXPOSURE FACTOR Ce = 1.0

SNOW LOAD IMPORTANCE FACTOR I = 1.0

THERMAL FACTOR Ct = 1.0

PLUS APPLICABLE SLIDING, DRIFTING AND UNBALANCED SNOW LOAD INCREASES

3. CONCENTRATED LOADS AS SHOWN IN IBC TABLE 1607.1 SHALL BE ADDED TO THE UNIFORM LOADS SHOWN ABOVE.

4. WIND LOADS

ULTIMATE WIND SPEED = 115 MPH

RISK CATEGORY II (ASCE 7)

WIND EXPOSURE = B

TOPOGRAPHIC FACTOR (Kzt) = 2.0

5. SEISMIC LATERAL LOADS

RISK CATEGORY II (ASCE 7)

SPECTRAL RESPONSE COEFFICIENTS

SS (0.2 SEC)= 0.160g S1 (1.0 SEC)= 0.044g

SEISMIC IMPORTANCE FACTOR = 1.00

SITE CLASS C

SEISMIC DESIGN CATEGORY B (PER CITY OF LEAD)

1. CAST-IN-PLACE CONCRETE

FOOTINGS AND FOUNDATIONS - 4000 PSI

SLAB-ON-GRADE - 4000 PSI

2. REINFORCING STEEL

BARS - ASTM A615 (GRADE 60)

BARS – ASTM A706 (WELDABLE REBAR) USE WHERE INDICATED

WELDED WIRE FABRIC - ASTM A185

3. STRUCTURAL STEEL

WIDE FLANGE SHAPES - ASTM A992 (Fy=50 KSI) PLATES AND OTHER SHAPES - ASTM A36 (Fy=36 KSI) HOLLOW STRUCTURAL SECTION (RECTANGULAR)- ASTM A500, GRADE B (Fy=46 KSI) HOLLOW STRUCTURAL SECTION (ROUND) – ASTM A500, GRADE C (Fy=42 KSI)

STEEL PIPE - ASTM A53

HIGH STRENGTH BOLTS, UNO - A325N

ANCHOR BOLTS/RODS - ASTM F1554, GRADE 36

EXPANSION BOLTS - HILTI KWIK BOLT III

HEADED STUDS - ASTM A108

4. RIGID INSULATION FOR GROUND INSULATION BELOW MAT FOUNDATIONS

EXTRUDED POLYSTYRENE (XPS) BOARD INSULATION:

ASTM C 578, TYPE V

DENSITY: 3.00-LB/CU. FT. (48-KG/CU. M)

COMPRESSIVE STRENGTH: 100-PSI (690-KPA)

1. THE INFORMATION SHOWN ON THE STRUCTURAL DRAWINGS IS NOT TO BE SCALED, AS THE ITEMS SHOWN MAY NOT BE TO SCALE FOR

THE SPECIFIC LOCATION.

2. NO OPENINGS OR SLEEVES SHALL BE CUT OR PROVIDED IN WALLS OR FLOOR CONSTRUCTION WITHOUT APPROVAL BY THE A/E.

3. EXAMINE ARCHITECTURAL, MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS TO DETERMINE LOCATION AND DIMENSIONS OF CHASES, INSERTS, OPENINGS, SLEEVES, REVEALS, DEPRESSIONS AND OTHER PROJECT REQUIREMENTS NOT SHOWN ON

STRUCTURAL DRAWINGS.

4. BEFORE FABRICATION AND ERECTION OF ANY MATERIALS, FIELD VERIFY ALL EXISTING ELEVATIONS, DIMENSIONS AND CONDITIONS AS SHOWN ON THE DRAWINGS AND REPORT ANY DISCREPANCIES TO THE ARCHITECT/ENGINEER AT ONCE FOR RESOLUTION.

5. STRUCTURAL MEMBERS INCLUDING JOISTS, SLABS, BEAMS, TRUSSES, COLUMNS AND WALLS ARE DESIGNED FOR "IN PLACE" LOADS.

CONTRACTOR IS RESPONSIBLE FOR BRACING, WITHOUT OVERSTRESSING, ALL STRUCTURAL ELEMENTS (AS REQUIRED AT ANY STAGE

OF CONSTRUCTION) UNTIL COMPLETION OF THIS PROJECT.

1. SHALLOW FOUNDATIONS HAVE BEEN DESIGNED FOR A MAXIMUM SOIL BEARING PRESSURE OF 3 KSF. REFERENCE ARUP GEOTECHNICAL REPORT DATED JULY 27, 2015, JOB NUMBER 242216 & ARUP GEOTECHNICAL MEMORANDUM DATED SEPTEMBER 30, 2020, REFERENCE NUMBER 258707-60.0 FOR LBNF - ASSESSMENT OF REVISED DEWAR FOUNDATIONS. FOUNDATIONS SHALL BEAR ON FILL/DECOMPOSED/WEATHERED ROCK BELOW EXISTING GROUND SURFACE. IF THE SOIL AT THE FOOTING ELEVATIONS SHOWN IS OF QUESTIONABLE BEARING VALUE, NOTIFY THE ARCHITECT / ENGINEER AT ONCE FOR RESOLUTION.

2. TESTING SERVICE MUST INSPECT AND APPROVE SUBGRADES AND FILL LAYERS BEFORE FURTHER CONSTRUCTION WORK IS PERFORMED THEREON. NOTIFY TESTING SERVICE PRIOR TO PROCEEDING WITH PLACEMENT OF FOOTINGS, FILL, OR OTHER

CONSTRUCTION OVER SUBGRADES AND FILL.

3. WATER SHALL NOT BE PERMITTED TO POND IN FOOTING EXCAVATION. KEEP EXCAVATION DRY. FAILURE TO DO SO WILL BE CAUSE FOR REQUIRING CONTRACTOR TO REMOVE WATER DAMAGED SOILS AND REPLACE WITH CONTROLLED FILL AS DIRECTED.

4. SHOULD ANY QUESTIONABLE CONDITIONS BE ENCOUNTERED DURING EXCAVATION, NOTIFY A/E IMMEDIATELY. FOOTING ELEVATIONS

ARE SUBJECT TO CHANGE DEPENDING ON SOIL CONDITIONS ENCOUNTERED.

5. REMOVE ANY ABANDONED SEWER OR SERVICE LINE ENCOUNTERED DURING EXCAVATION WITHIN THE BUILDING LINES. SHOULD

SUCH LINES BE FOUND BELOW OR ADJACENT TO FOOTING LOCATIONS, NOTIFY THE A/E.

6. WHERE FILL MATERIAL IS PLACED ON BOTH SIDES OF GRADE BEAMS OR WALLS, IT SHALL BE PLACED IN LAYERS ALTERNATELY ON OPPOSITE SIDES TO MAINTAIN LEVELS THAT WILL AVOID DISPLACEMENT OF, OR DAMAGE TO, THE WALLS OR BEAMS.

7. WHERE FILL MATERIAL IS PLACED ON ONE SIDE OF A WALL, THE WALL SHALL BE ADEQUATELY SHORED AND BRACED OR THE MATERIAL SHALL NOT BE PLACED UNTIL SUPPORTING FLOOR SLABS HAVE BEEN POURED AND SET.

8. NO FILL OR BACKFILL SHALL BE "SETTLED" BY THE USE OF WATER.

9. PROVIDE DRAINAGE COURSE BELOW ALL INTERIOR, EARTH SUPPORTED, CONCRETE SLABS UNLESS NOTED OTHERWISE. REFERENCE

PLANS AND SPECIFICATIONS.

10. PROTECT IN-PLACE FOUNDATIONS AND SLABS ON GRADE FROM FROST PENETRATION UNTIL PROJECT COMPLETION.

11. AT LOCATIONS IN WHICH UTILITIES PENETRATE THE FOUNDATION WALL, PROVIDE A SLEEVE IN THE CONCRETE FOUNDATION WALL.

1. CODE FOR REINFORCED CONCRETE DESIGN AND CONSTRUCTION IS ACI 318, LATEST EDITION.

2. ARRANGEMENT AND BENDING OF REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ACI DETAILING MANUAL, LATEST EDITION

3. IN ADDITION TO OTHER REINFORCING NOTED, PROVIDE 2 - #5 ON EVERY SIDE OF EACH OPENING IN CONCRETE WALLS OR SLABS.

EXTEND #5 BARS 24" BEYOND EACH EDGE OF OPENING. A STANDARD 90 DEGREE HOOK IS ACCEPTABLE WHERE A LOCATION DOES

NOT ALLOW FOR A 24" EXTENSION BEYOND THE EDGE OF OPENING.

4. REINFORCE ALL EARTH OR FILL SUPPORTED SLABS WITH 6 X 6-W2.1 X W2.1 WIRE MESH EXCEPT AS NOTED OTHERWISE. OMIT MESH

AT SIDEWALKS.

5. POLYPROPYLENE FIBER REINFORCING, FIBRILLATED, (BY FIBERMESH OR APPROVED EQUAL) IS TO BE USED FOR ALL INTERIOR AND EXTERIOR SLAB-ON-GRADE LOCATIONS SHOWN ON THESE STRUCTURAL SHEETS AS TEMPERATURE AND SHRINKAGE REINFORCING.

APPLY REINFORCING AT THE MANUFACTURER'S RECOMMENDED RATE OR 1.5 LB/CY, WHICHEVER IS GREATER.

6. AT FLOOR DRAINS, SLOPE FLOOR UNIFORMLY THROUGHOUT THE ROOM TO THE DRAIN, UNLESS SHOWN OTHERWISE.

7 ALL REINFORCING BARS, WHERE AT LEAST 2 BAR DIAMETERS OF SPACING OR 1 BAR DIAMETER OF CLEAR COVER IS PROVIDED AROUND THE BARS, SHALL BE LAP SPLICED 50 BAR DIAMETERS (FOR #6 BARS AND SMALLER) OR 62 BAR DIAMETERS (FOR #7 AND GREATER). IF 2 BAR DIAMETERS OF SPACING OR 1 BAR DIAMETER OF CLEAR COVER IS NOT PROVIDED THEN REINFORCING BARS SHALL BE LAP SPLICED 74 BAR DIAMETERS (FOR #6 BARS AND SMALLER) OR 93 BAR DIAMETERS (FOR #7 AND GREATER). STAGGER LAPS IN SLABS AND WALLS. SPLICE BARS IN GRADE BEAMS, STRUCTURAL SLABS, JOISTS, BEAMS, PILASTERS OR COLUMNS ONLY

WHERE SHOWN ON DRAWINGS OR SCHEDULES APPROVED BY A/E

8. MINIMUM CONCRETE COVER TO REINFORCING STEEL, UNO, SHALL BE AS FOLLOWS:

SURFACES CAST AGAINST EARTH - 3"

FORMED SURFACES IN CONTACT WITH EARTH OR EXPOSED TO WEATHER:

#6 BAR OR LARGER - 2"

#5 BAR OR SMALLER - 1-1/2"

FORMED SURFACES NOT IN CONTACT WITH EARTH OR EXPOSED TO WEATHER:

WALLS, SLABS, JOISTS

#14 AND #18 BARS - 1-1/2"

#11 BAR OR SMALLER – 3/4"

BEAMS, COLUMNS - 1-1/2”

9. DETAIL AND PROVIDE SUITABLE WIRE SPACERS, CHAIRS, TIES, ETC., FOR SUPPORTING REINFORCING STEEL IN THE PROPER POSITION

WHILE PLACING CONCRETE.

10. ALL CHAIRS SUPPORTED BY GRADE SHALL INCLUDE SAND PLATES.

11. BAR SUPPORTS, WHICH COME IN CONTACT WITH EXPOSED SURFACES, SHALL HAVE PLASTIC OR RUBBER TIPS OR BE STAINLESS

STEEL.

12. PROVIDE BENT CORNER BARS TO MATCH AND LAP WITH HORIZONTAL BARS AT CORNERS AND INTERSECTIONS OF WALLS, BEAMS, BOND BEAMS, AND FOOTINGS. (REF DETAIL 3/S-701)

13. WHERE CONSTRUCTION JOINTS ARE NOT SHOWN, OR WHEN ALTERNATE LOCATIONS ARE PROPOSED, DRAWINGS SHOWING LOCATION OF CONSTRUCTION AND CONTROL JOINTS AND PLACING SEQUENCE SHALL BE SUBMITTED FOR APPROVAL PRIOR TO

PREPARATION OF THE REINFORCING STEEL SHOP DRAWINGS.

14. HORIZONTAL CONSTRUCTION JOINTS ARE NOT PERMITTED IN CONCRETE MEMBERS UNLESS SHOWN ON THE DRAWINGS OR APPROVED IN ADVANCE. VERTICAL CONSTRUCTION JOINTS OR BULKHEADS SHALL BE MADE AT MIDSPAN OR POINTS OF MINIMUM

SHEAR.

15. PROVIDE KEYED CONSTRUCTION JOINTS (KCJ) IN EARTH OR FILL SUPPORTED SLABS AT LOCATIONS NOTED.

16. SIZE OF CONCRETE POURS BETWEEN CONSTRUCTION JOINTS SHALL BE LIMITED TO:

FOUNDATIONS – UNLIMITED (FROST DEPTH - NON-EXPOSED)

SLABS ON GRADE - 3600 SQFT WITH MAXIMUM DIMENSION OF 60 FT PLACE IN LANE OR STRIP. FASHION WITH INTERMEDIATE CONTROL

JOINTS AT APPROXIMATELY 15 FT.

17. VERIFY LOCATION OF OPENINGS SHOWN THROUGH CONCRETE SLABS OR WALLS AND COORDINATE ANY ADDITIONAL REQUIRED

OPENINGS WITH OTHER TRADES AND THE ARCHITECT/ENGINEER.

18. CONCRETE EXPOSED TO FREEZING AND THAWING SHALL CONTAIN 6% (+/- 1.5%) ENTRAINED AIR.

19. ALUMINUM CONDUIT OR PIPING MAY NOT BE EMBEDDED IN ANY CONCRETE.

20. CALCIUM CHLORIDE IS NOT PERMITTED IN ANY CONCRETE ADMIXTURES.

21. SUBMIT MIX DESIGN TO ENGINEER/ARCHITECT FOR APPROVAL PRIOR TO PLACING ANY CONCRETE.

22. CURE CONCRETE ACCORDING TO ACI 308.1 OR A COMBINATION OF MOISTURE CURING, COVER CURING, CURING COMPOUNDS, OR

CURING & SEALING COMPOUNDS.

1. TO AVOID UNDESIRABLE STRESSES IN PLATES OR THEIR ANCHORS, ALL WELDS SHALL BE MADE IN SINGLE PASSES IF APPLICABLE, SYMMETRICALLY AROUND THE PLATE. WHEN MULTIPLE PASSES ARE REQUIRED SUFFICIENT TIME SHALL BE ALLOWED BETWEEN

PASSES FOR THE HEAT TO DISSIPATE.

2. LATEST AISC MANUAL AND SPECIFICATIONS APPLY.

3. WELDING ELECTRODES SHALL BE 70XX, UNO.

4. ALL WELDING AND TESTING OF WELDS SHALL BE IN ACCORDANCE WITH AMERICAN WELDING SOCIETY CODES AND

RECOMMENDATIONS.

5. ALL WELDING SHALL BE BY WELDERS HOLDING VALID CERTIFICATES IN THE TYPE OF WELD REQUIRED.

6. ALL FULL PENETRATION WELDS SHALL BE ULTRASONICALLY TESTED BY AN INDEPENDENT TESTING LABORATORY.

7. ALL HIGH STRENGTH BOLTED CONNECTIONS (NOT WITHIN THE SLIP-CRITICAL CATEGORY NOR SUBJECT TO TENSION LOADS NOR REQUIRED TO BE FULLY TENSIONED BEARING-TYPE CONNECTIONS) SHALL BE TIGHTENED TO THE SNUG TIGHT CONDITION SPECIFIED IN THE AISC SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS, ARTICLE 8(c).

8. NOT ALL CONNECTIONS ARE DETAILED; SIMILAR DETAILS APPLY TO SIMILAR CONDITIONS UNLESS OTHERWISE INDICATED. CONTACT THE ENGINEER OR ARCHITECT PROMPTLY TO VERIFY THE DETAILS OF MEMBERS OR CONNECTIONS IN ANY SITUATION WHERE REQUIREMENTS ARE UNCLEAR. CONTRACTOR SHALL PROVIDE THE NECESSARY BRACING DURING ERECTION AND UNTIL ALL STEEL IS

PLUMB AND SECURED.

9. FIELD CUTTING OR OTHER FIELD MODIFICATIONS TO STRUCTURAL STEEL SHALL NOT BE MADE WITHOUT SPECIFIC PRIOR WRITTEN

APPROVAL OF THE ARCHITECT/ENGINEER.

10. ALL BEAM COPES MUST BE MADE TO A RADIUS (3/4" MINIMUM).

11. STRUCTURAL STEEL FRAMING SHALL BE TRUE AND PLUMB BEFORE CONNECTIONS ARE FINAL BOLTED OR WELDED.

12. INSTALL EXPANSION BOLTS IN ACCORDANCE WITH THE ICC REPORT RECOMMENDATIONS.

13. INSTALL DECK SUPPORT FRAMING AROUND ALL PENETRATIONS THROUGH STRUCTURAL FLOORS. CONTRACTOR TO VERIFY AND

COORDINATE LOCATIONS & QUANTITIES..

SPECIAL INSPECTION - IBC REQUIREMENTS

THE FOLLOWING WORK ITEMS REQUIRE SPECIAL INSPECTION PER IBC CHAPTER 17 AND SUB-SECTIONS. ITEMS THAT REQUIRE SPECIAL

INSPECTIONS ARE:

A. 1705.2 STEEL CONSTRUCTION - REF AISC 360 FOR REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION B. 1705.3 CONCRETE CONSTRUCTION - REF TABLE 1705.3 FOR REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION C. 1705.6 SOILS - REF SECTION 1705.6 AND TABLE 1705.6 FOR REQUIRED VERIFICATION AND INSPECTION OF SOILS

DESIGN CODES FOUNDATIONS

DESIGN LOADS

MATERIALS GRADES AND STRENGTHS

GENERAL

CONCRETE

SUPPLEMENTAL NOTESSTEEL FRAMING

11/10/2023

TSP, Inc.

600 Kansas City St.

Rapid City, SD 57701 phone: (605) 343-6102 fax: (605) 343-7159 www.teamtsp.com

Arup USA Inc 77 Water Street, New York NY 10005, T 212 896 3000 www.arup.com

DRAWING NO.

SCALE:

REV.

REVISIONS

DESIGNED

DRAWN

CHECKED

DESCRIPTIONDATEREV.

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SURFACE

LBNF - FSCF - BSI

TMH

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ARW TSP

STRUCTURAL

GENERAL NOTE SHEET

TSP

TSP

1 07/27/18 30% FD SUBMISSION

2 11/16/18 60% FD SUBMISSION

3 02/22/19 90% FD SUBMISSION

4 05/03/19 100% FD SUBMISSION

5 08/21/20 90% DRAFT FD UPDATE

6 10/01/20 90% FD UPDATE

7 11/20/20 100% FD UPDATE

8 05/21/21 ISSUED FOR CONSTRUCTION - BSI HEADFRAME HEATERS

9 03/17/23 ADDENDUM 3

10 11/10/23 ISSUED FOR CONSTRUCTION