Am_0015_Dwgs_ARS01.pdf

DESIGN CRITERIA

1) CODES

INTERNATIONAL BUILDING CODE,

AMERICAN CONCRETE INSTITUTE,

AMERICAN INSTITUTE OF STEEL CONSTRUCTION,

NATIONAL FOREST PRODUCTS ASSOCIATION, NDS

2) LATERAL LOADS

WIND: WIND SPEED 105 mph

EXPOSURE C

IMPORTANCE FACTOR Ls 1.00 GROUND ELEVATION FACTOR, Ke 1.00 TOPOGRAPHIC FACTOR, Kzt 1.00 WIND DIRECTIONAL FACTOR, Kd 0.85

GUST EFFECT FACTOR, 0.85

INTERNAL PRESSURE COEFFICIENT, VARIES

3) LIVE LOADS:

GROUND SNOW LOAD: 30 psf Pf 0.8 Ce Ct Ls Pg

SNOW DRIFT LOAD: ASCE-7

Ce 1.0 Ct 1.2 Is 1.0 ROOF LIVE LOAD (MINIMUM): 20 psf MECHANICAL: 10 psf INCLUDES FUTURE SOLAR

PANELS

SUSPENDED ROOF LOAD (MINIMUM): 10 psf

4) NET ALLOWABLE SOIL BEARING PRESSURES PER

GEOTECHNICAL REPORT DATED NOVEMBER 28, 2022: 3,000

PSF

5) CONCRETE STRENGTHS-MINIMUM 28 f'c 4,000 PSI (145 pcf DENSITY UNLESS NOTED OTHERWISE)

6) REINFORCING STEEL SHALL BE HIGH STRENGTH NEW

BILLET STEEL CONFORMING TO THE FOLLOWING:

DEFORMED BARS: ASTM A615, GR. 60 (UNLESS

NOTED OTHERWISE)

WELDABLE REINFORCING: ASTM A706, GR. 60

PLAIN BARS: ASTM A82

WELDED WIRE FABRIC: ASTM A185

EPOXY COATING: ASTM A775

7) STRUCTURAL STEEL

W-SHAPES: ASTM A992

OTHER ROLLED SHAPES AND

CONNECTION MATERIAL: ASTM A992

STIFFENER PLATES: ASTM A36

ANCHOR BOLTS: ASTM A307 (MINIMUM)

HIGH STRENGTH BOLTS A325/A490

PIPE: ASTM A53, GR. B

STRUCTURAL TUBES: ASTM A500, GR. B

SPECIAL INSPECTION REQUIREMENTS

1) THE FOLLOWING TYPES OF WORK REQUIRE SPECIAL

INSPECTION BASED ON SECTION 1701 OF THE

INTERNATIONAL BUILDING CODE. THE OWNER WILL EMPLOY

SPECIAL INSPECTIONS WHO SHALL PROVIDE SPECIAL

INSPECTIONS DURING:

a. EARTH WORK

b. CAST-IN-PLACE CONCRETE

c. STRUCTURAL STEEL

d. POST INSTALLATION

GENERAL NOTES

1) ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS

FOR MECHANICAL, ELECTRICAL, AND PLUMBING WITH

APPROPRIATE TRADE CONTRACTORS. OPENING SIZES AND

LOCATIONS SHOWN FOR DUCTS, PIPES, INSERTS, ETC.,

WHEN SHOWN ARE FOR GENERAL INFORMATION ONLY AND

SHALL BE VERIFIED PRIOR TO FORMING.

2) BEFORE SUBMITTING A PROPOSAL FOR THIS WORK,

EACH BIDDER SHALL VISIT THE PREMISES AND ACQUAINT

THEMSELVES FULLY WITH THE EXISTING CONDITIONS,

TEMPORARY CONSTRUCTION REQUIRED, QUANTITIES AND

TYPES OF EQUIPMENT, ETC. THE BID SHALL INCLUDE ALL

SUMS REQUIRED TO DO THE WORK WITHIN THE EXISTING

CONDITIONS.

3) SHOP DRAWINGS PREPARED BY SUPPLIERS,

SUBCONTRACTORS, ETC. SHALL BE REVIEWED AND

COORDINATED PRIOR TO SUBMITTING TO THE ENGINEER.

EACH SHOP DRAWING SUBMITTED SHALL BE STAMPED,

INITIALED, AND DATED AS BEING REVIEWED BY THE

CONSTRUCTION MANAGER/GENERAL CONTRACTOR.

4) SHOP DRAWINGS PREPARED BY THE

SUBCONTRACTORS, SUPPLIERS, ETC. SHALL BE REVIEWED

BY THE ENGINEER FOR CONFORMANCE WITH DESIGN

CONCEPT ONLY. REVIEW BY THE ENGINEER SHALL NOT

BEGIN WITHOUT THE PRIOR COORDINATION AND REVIEW BY

THE CONSTRUCTION MANAGER/GENERAL CONTRACTOR.

WORK SHALL NOT BEGIN WITHOUT THE REVIEW BY THE

ARCHITECT.

5) DETAILS AND NOTES ON THE STRUCTURAL DRAWINGS

ARE INTENDED TO BE TYPICAL FOR SIMILAR SITUATIONS

ELSEWHERE. VERIFY ALL DIMENSIONS WITH THE

ARCHITECTURAL DRAWINGS. DO NOT SCALE DRAWINGS;

USE DIMENSIONS PROVIDED ONLY.

6) THE COST OF ADDITIONAL DESIGN WORK DUE TO

ERRORS OR OMISSIONS IN CONSTRUCTION SHALL BE

BORNE BY THE CONTRACTOR.

7) ANY ENGINEERING DESIGN PROVIDED BY OTHERS AND

SUBMITTED FOR REVIEW OR RECORD SHALL BEAR THE

STAMP SIGNATURE OF A PROFESSIONAL ENGINEER

LICENSED IN THE STATE OF IOWA.

8) ALL ELEVATIONS GIVEN THUS (+10'-0”) ARE TO TOP OF

FOOTING, JOIST BEARING, TOP OF STEEL, TOP OF SLAB,

ETC. WITH REFERENCED TO THE FINISHED FLOOR SLAB OR

TOP OF FLUSH FLUME.

CONSTRUCTION PROCEDURES AND SAFETY

REQUIREMENTS

1) COMPLY WITH ALL APPLICABLE CITY, COUNTY, STATE,

AND FEDERAL LAWS, INCLUDING OCCUPATIONAL SAFETY

AND HEALTH ACT (OSHA) AND REGULATIONS ADOPTED

PURSUANT THERETO.

2) THE CONTRACT STRUCTURAL DRAWINGS AND

SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE

UNLESS OTHERWISE INDICATED, THEY DO NOT INDICATE

THE MEANS OR METHODS OF CONSTRUCTION.

3) PROVIDE ALL MEASURES NECESSARY TO PROTECT THE

WORKERS AND OTHER PERSONS DURING CONSTRUCTION.

PROVIDE ALL NECESSARY MEASURES TO AVOID EXCESSIVE

STRESSES AND TO HOLD THE STRUCTURAL ELEMENTS IN

PLACE DURING CONSTRUCTION. SUCH MEASURES SHALL

INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR

CONSTRUCTION EQUIPMENT, SHORING FOR EARTH BANKS

FORMS, SCAFFOLDING, PLANKING, SAFETY NETS, SUPPORT

AND BRACING FOR CRANES AND HOISTS, GUYING, ETC.

4) ENGAGE PROPERLY QUALIFIED PERSONS TO

DETERMINE WHERE AND HO TEMPORARY PRECAUTIONARY

MEASURES SHALL BE USED. OBSERVATION VISITS TO THE

SITE BY ENGINEER'S FIELD REPRESENTATIVES SHALL NOT

INCLUDE THE ITEMS NOTED ABOVE.

5) SUPERVISE AND DIRECT THE WORK SO AS TO MAINTAIN

SOLE RESPONSIBILITY FOR ALL CONSTRUCTION MEANS,

METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES.

RETAIN THE SERVICES OF A PROFESSIONAL ENGINEER

LICENSED IN THE STATE OF IOWA TO DESIGN AND

SUPERVISE ANY SCAFFOLDING FOR WORKMEN, AND ALL

SHORING OF FORMS AND ELEMENTS OF THE

CONSTRUCTION.

6) ANY ENGINEERING DESIGN PROVIDED BY OTHERS AND

SUBMITTED FOR REVIEW AND/OR RECORD SHALL BEAR THE

STAMP AND SIGNATURE OF A PROFESSIONAL ENGINEER

LICENSED IN THE STATE OF IOWA.

FOOTINGS AND FOUNDATIONS

1) ALL FOOTINGS SHALL BE PLACED ONTO FIRM

UNDISTURBED SOIL OR CONTROLLED COMPACTED FILL AS

DIRECTED BY THE PROJECT SOILS CONSULTANT REPORT

RECOMMENDATIONS. FOOTING ELEVATIONS SHOWN

DESIGNATE A MINIMUM DEPTH OF FOOTINGS WERE A SAFE

SOIL BEARING PRESSURE IS EXPECTED (SEE DESIGN

CRITERIA). FOOTINGS SHALL BE LOWERED OR EXTENDED

AND WALLS EXTENDED AS REQUIRED TO REACH THE

DESIGN BEARING PRESSURE.

2) WHERE EXISTING FILL IS ENCOUNTERED, REMOVE

EXISTING FILL FROM UNDER FOUNDATIONS AND REPLACE

WITH STRUCTURAL FILL PER GEOTECHNICAL REPORT.

3) GENERAL MACHINE EXCAVATION FOR FOOTINGS SHALL

STOP NOT LESS THAN 4” ABOVE THE ELEVATION OF

BOTTOMS OF FOOTINGS. FINAL EXCAVATION TO THE

REQUIRED UNDISTURBED SOIL ELEVATION SHALL BE DONE

NOT MORE THAN 12 HOURS BEFORE FOOTING IS PLACED.

THE EXCAVATION SHALL BE CRUMBED CLEAN.

4) ALL FOUNDATION EXCAVATIONS SHALL BE INSPECTED

AND CERTIFIED BY A QUALIFIED INDEPENDENT SOILS

TESTING FIRM.

5) NO FOOTING SHALL BE PLACED ONTO OR AGAINST

SUBGRADES CONTAINING FREE WATER, FROST, OR ICE.

6) UNLESS NOTED OTHERWISE, ALL FOOTINGS SHALL BE

CENTERED UNDER WALLS, PIERS, OR COLUMNS.

7) WHERE REQUIRED, ALL NECESSARY CHANGES IN

ELEVATION OF WALL FOOTINGS SHALL BE MADE IN STEPS

OF 1 VERTICAL TO 2 HORIZONTAL. LOCATION OF STEPS

SHALL BE COORDINATED WITH THE WALL FORMING SYSTEM

AND AT LEAST 2'-0” APART.

8) LONGITUDINAL REINFORCING IN WALL FOOTINGS SHALL

BE CONTINUOUS AT STEP DOWNS. SLOPE OR STEP

BOTTOM BARS IN WALL TO FOLLOW STEPS IN FOOTING

UNLESS OTHERWISE SHOWN.

9) LAP WALL FOOTING REINFORCING 24 BARS DIAMETERS

OR A MINIMUM OF 1'-6” AT SPLICES, UNLESS OTHERWISE

NOTED.

10) PROVIDE CORNER BARS IN FOOTINGS THE SAME SIZE

AND NUMBER AS THE CONTINUOUS REINFORCING, LAPPED

2'-0” WITH MAIN STEEL.

11) REINFORCING IN WALL FOOTINGS BETWEEN COLUMNS

SHALL EXTEND INTO COLUMN FOOTINGS A MINIMUM OF 2'-0 ”.

12) REINFORCING IN FOOTINGS SHALL BE ACCURATELY

PLACED, SPACED, SUPPORTED, AND SECURED BEFORE

PLACING CONCRETE (DO NOT “FLOAT” REINFORCING INTO

FOOTINGS.

13) PIPES EXTENDED UNDER FOOTINGS SHALL BE PLACED

BEFORE FOOTING IS PLACED AND THE VOID PRODUCED IN

LAYING THE PIPE SHALL BE FILLED WITH CONCRETE.

14) CROSS REFERENCE ARCHITECTURAL AND STRUCTURAL

DRAWINGS TO ASSURE PROPER DIMENSIONS AND

PLACEMENT OF ALL ANCHOR BOLTS, INSERTS, NOTCHES,

AND EDGES IN FOUNDATION WALLS.

15) BACKFILL PLACED AGAINST WALLS SHALL BE DONE

EVENLY ON BOTH SIDES.

16) BACK FILL AGAINST BASEMENT (SUBWAY) FOUNDATION

WALLS SHALL NOT BE PLACED UNTIL GROUND LEVEL FLOOR

AND LOWER LEVEL SLABS ARE IN PLACE AND CURED

UNLESS THE WALL IS PROPERLY BRACED. ALL BRACING, IF

USED, SHALL BE THE RESPONSIBILITY OF THE

CONTRACTOR.

17) BACKFILL PLACED DIRECTLY ADJACENT TO BASEMENT

AND RETAIN WALLS SHALL BE COMPACTED CLEAN FREE

DRAINING GRANULAR MATERIAL. FOR A MINIMUM OF 2'-6”

FROM FACE OF WALL. AT EXTERIOR LOCATIONS PROVIDE A

1'-6” DEEP CAP OF COMPACTED APPROVED IMPERVIOUS

COHESIVE MATERIAL AT TOP OF GRANULAR BACKFILL. ALL

BACKFILL SHALL BE COMPACTED USING HAND OPERATED

EQUIPMENT; NOT HEAVY EQUIPMENT SHALL BE ALLOWED

WITHIN 5'-0” OF ANY WALL.

18) ALL UNACCEPTABLE FILL AND TOP SOIL SHALL BE

REMOVED FROM BELOW ALL PROPOSED SLABS-ON-GRADE

AND THE EXPOSED NATURAL SOIL SHALL BE PROOF ROLLED

AND COMPACTION VERIFIED BY A QUALIFIED INDEPENDENT

SOILS TESTING FIRM PRIOR TO PLACING FILL. AREAS

EXHIBITING WEAKNESS SHALL BE REMOVED AND REPLACED

BY ACCEPTABLE COMPACTED FILL.

19) A MINIMUM 6” OF COMPACTED GRANULAR FILL SHALL BE

PLACED UNDER ALL SLABS-ON-GRADE. ALL FILL REQUIRED

TO ATTAIN FINAL SUB-GRADE FOR SLABS AND WALLS SHALL

BE AN ACCEPTABLE MATERIAL PLACED AND COMPACTED AS

DIRECTED BY THE PROJECT SOILS CONSULTANT REPORT

RECOMMENDATIONS.

20) A VAPOR BARRIER WITH MINIMUM 6 MIL THICKNESS

SHALL BE PLACED UNDER ALL INTERIOR SLAB-ON-GRAD OR

BELOW GRANULAR FILL; SEE ARCHITECTURAL DRAWINGS.

LAP AND SEAL ALL EDGES.

CONCRETE AND REINFORCING

1) ALL CONCRETE WORK SHALL CONFORM TO THE LATEST

EDITION OF THE AMERICAN CONCRETE INSTITUTE

PUBLICATIONS: ACI 301, ACI 304, ACI 311, ACI 315, ACI 318,

AND ACI 347 UNLESS OTHERWISE NOTED ON THE

DRAWINGS.

2) CONCRETE SHALL CONSIST OF THE FOLLOWING:

ASTM C150 TYPE 1 PORTLAND CEMENT

ASTM C33 NORMAL WEIGHT AGGREGATES

(LIMESTONE AGGREGATE AT EXPOSED LOCATIONS)

POTABLE WATER

CHLORIDES CONTENT SHALL BE LIMITED BY ACI

REQUIREMENTS FOR TYPE OF EXPOSURE.

CONCRETE WHICH WILL BE SUBJECTED TO REPEATED

CYCLES OF FREEZE-THAW DURING THE LIFE OF THE

STRUCTURE SHALL HAVE A WATER-CEMENT RATIO NOT

EXCEEDING 0.53 AND SHALL CONTAIN ENTRAINED AIR. SEE

ACI 301 FOR ADDITIONAL REQUIREMENTS

3) UNLESS OTHERWISE NOTED, PRINCIPAL

REINFORCEMENT SHALL HAVE THE FOLLOWING

PROTECTION:

SURFACES CAST AGAINST & PERMANENTLY EXPOSED TO

EARTH: 3 INCHES

FORMED SURFACES EXPOSED TO EARTH OR WATER:

2 INCHES

SLABS:

1 INCH (TOP)

3/4" INCH (BOT.)

WALLS (INTERIOR SURFACES ONLY): 1 INCH

TIES/STIRRUPS: 1 ½ INCHES

4) ALL SLABS-ON-GRADE, PADS, FILLS, AND TOPPINGS

SHALL HAVE A MINIMUM OF 6x6 - W1.4 x W1.4 WWF, UNLESS

NOTED OTHERWISE, PLACED 1” FROM TOP OF SLAB. LAP

WWF MINIMUM 2 PANELS AT EDGES AND ENDS AND

PROVIDE ADDITIONAL REINFORCING WHERE SHOWN ON

THE DRAWINGS.

5) ALL SLABS-ON-GRAD SHALL BE PLACED ON COMPACTED

GRANULAR FILL. PITCH SLABS TO DRAINS AND PROVIDE

DEPRESSIONS, WHERE SHOWN ON THE STRUCTURAL AND

ARCHITECTURAL DRAWINGS, WITHOUT REDUCING THE

THICKNESS OF SLAB INDICATED. FOR SLABS-ON-GRADE

DEPRESSIONS GREATER THAN 1”, SEE DETAILS FOR

ADDITIONAL REINFORCING.

6) PROVIDE SLAB-ON-GRADE CONSTRUCTION JOINTS,

AGAINST INTERIOR WALLS, AND BETWEEN WALLS. PROVIDE

JOINTS TO FORM AREAS NOT TO EXCEED 15' IN LENGTH IN

EACH DIRECTION. SEE TYPICAL DETAILS. SUBMIT DETAILED

DRAWINGS SHOWING LOCATIONS OF ALL CONSTRUCTION

JOINTS.

7) PROVIDE VERTICAL CONSTRUCTION JOINTS IN EXPOSED

CONCRETE WALLS AT A MAXIMUM UNIFORM SPACING NOT

TO EXCEED 30'-0”. COORDINATE JOINT LOCATIONS WITH

ARCHITECTURAL DRAWINGS.

8) PROVIDE ADEQUATE BOLSTERS, HI-CHAIRS, SUPPORT

BARS, ETC., TO MAINTAIN SPECIFIED CLEARANCES FOR THE

ENTIRE LENGTH OF ALL REINFORCING BARS. PROVIDE

ACCESSORIES WHICH ARE PLASTIC TIPPED OR GALVANIZED

WITH TURNED UP ENDS FOR REINFORCEMENT AL ALL

FACES OF EXPOSED CONCRETE, INTERIOR OR EXTERIOR.

9) TYPICAL CONCRETE WALL REINFORCING SHALL BE AS

FOLLOWS UNLESS OTHERWISE NOTED:

THICKNESS HORIZ. VERT. LOCATION

6 INCHES #4@18” #4@18” CENTERED

8 INCHES #4@12” #4@18” CENTERED

10 INCHES #4@10” #4@16” CENTERED

12 INCHES #4@16” #4@18” EACH FACE

16 INCHES #4@12” #4@16” EACH FACE

10) CONTINUOUS REINFORCING SHALL BE LAPPED AS

FOLLOWS UNLESS OTHERWISE NOTED:

ALL LAPS SHOWN ON THE DRAWINGS AND NOT

DIMENSIONED SHALL BE 24 BAR DIAMETERS. ADDITIONAL

LAPS REQUIRED FOR CONSTRUCTION SHALL BE CLASS BB

11) ALL FIELD BENDING OF REINFORCING SHALL BE DONE

COLD. HEATING OF BARS WILL NOT BE PERMITTED.

12) NO ALUMINUM OF ANY TYPE SHALL BE ALLOWED IN

CONCRETE WORK UNLESS COATED TO PREVENT

ALUMINUM-CONCRETE REACTION.

13) MAXIMUM O.D. OF EMBEDDED CONDUIT SHALL BE NO

LARGER THAN 1/3 OF THE SLAB THICKNESS. NO CONDUIT

SHALL BE PLACED ABOVE THE WELDED WIRE FABRIC OR

REINFORCING IN SLABS-ON-GRADE.

14) MECHANICALLY VIBRATE CONCRETE EXCEPT THAT

SLABS-ON -GRADE NEED ONLY BE VIBRATED AROUND

EMBEDDED ITEMS.

15) DO NOT CAST UNEXPOSED WALL OR IN LENGTHS OVER

60'-0”. WAIT 48 HOURS BETWEEN ADJACENT POURS.

16) ALL CONSTRUCTION JOINTS BETWEEN ADJACENT

CONCRETE POURS SHALL BE KEYED. JOINTS MUST BE KEPT

FREE OF DIRT, DEBRIS, FROM OILS, ETC. TO ASSURE

PROPER BOND WITH ADJACENT POUR.

17) FLOOR TOLERANCES:

SURFACE TOLERANCE: CLASS B. (SEE ACI 301)

THICKNESS: PLUS 1”, MINUS ½” SLAB ON GRADE PLUS 1”,

MINUS ¼” STRUCTURAL AND COMPOSITE SLABS. REPLACE

ANY SLAB WITH A THICKNESS DEVIATION AS DIRECTED BY

THE EOR.

18) MAXIMUM FREE DROP OF ANY CONCRETE 6'-0 ”

19) ALL BAR DETAILING AND ACCESSORIES TO BE

FURNISHED SHALL CONFORM TO TYPICAL DETAILS AND

STANDARDS IN THE LATEST ACI STANDARD 315 DETAILING

MANUAL, EXCEPT AS OTHERWISE SHOWN, NOTED, OR

SPECIFIED.

20) CONCRETE EXPOSURE CLASS -

EXTERIOR WALLS, CURBS, AND FOOTINGS: F-2

EXTERIOR SLABS: A-2

INTERIOR SLABS, CURBS, AND HEATED AREAS NOT

EXPOSED TO MANURE: N

ALL CONCRETE EXPOSED TO MANURE OR SILAGE: A-1

STRUCTURAL STEEL

1) STRUCTURAL STEEL DETAILS, FABRICATION, AND

ERECTION SHALL CONFORM TO THE LATEST EDITION OF

THE AISC “STEEL CONSTRUCTION MANUAL” UNLESS

OTHERWISE SHOWN OR SPECIFIED.

2) HIGH STRENGTH BOLTS SHALL BE INSTALLED IN

ACCORDANCE WITH AISC “SPECIFICATIONS FOR

STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS”

LATEST EDITION. BOLTS ARE DESIGNED AS BEARING-TYPE

CONNECTIONS, UNLESS NOTED OTHERWISE.

3) USE TENSION CONTROL BOLTS WITH ALL HIGH

STRENGTH BOLTS REQUIRING FULLY TIGHTENED

CONDITIONS.

4) ALL WELDING SHALL BE DONE BY AWS CERTIFIED

WELDERS WITH EXPERIENCE AND CERTIFICATION IN THE

TYPES OF WELDING INDICATED. CERTIFICATES SHALL NOT

HAVE LAPSED DUE TO DISUSE FOR 6 MONTHS.

5) ALL WELDS TO BE E70XX ELECTRODES AND/OR 0.035”

SOLID WIRE.

6) FIELD CONNECTIONS SHALL BE WELDED OR BOLTED.

SHOP CONNECTIONS SHALL BE WELDED UNLESS

OTHERWISE INDICATED OR APPROVED. WELDS INDICATED

WITH A SHOP WELD SYMBOL MAY BE MADE IN THE FIELD

WITH THE APPROVAL OF THE EOR.

7) UNLESS NOTED OTHERWISE, ALL WELDS SHALL BE

CONTINUOUS 3/16” THROAT. ALL FULL AND/OR PARTIAL

PENETRATIONS WELDS SHALL BE FULLY DETAILED ON THE

SHOP DRAWINGS.

8) FABRICATOR SHALL SELECT AISC SIMPLE SHEAR

CONNECTIONS FOR STEEL BEAMS CAPABLE OF CARRYING

THE REACTION FORCE WHEN INDICATED OR 75% OF THE

TOTAL UNIFORM LOAD FOR THE GIVEN SIZE, SPAN, AND

GRADE OF BEAM, AS TABULATED IN THE AISC TABLES FOR

ALLOWABLE LOADS.

9) SIMPLE SHEAR CONNECTIONS SHALL BE STANDARD

DOUBLE ANGLE OR SINGLE SHEAR PLATES, UNLESS NOTED

OTHERWISE. SELECT CONNECTIONS FROM THE AISC,

SIMPLE SHEAR CONNECTIONS DESIGN AID, LATEST EDITION

WHENEVER POSSIBLE. ALL BOLTED CONNECTIONS SHALL

HAVE MINIMUM 2 BOLTS, UNLESS NOTED OTHERWISE.

10) SHOP PAINT STRUCTURAL STEEL WITH A STANDARD

PRIMER.

11) GROUT UNDER BEAM BERING PLATES AND COLUMN

BASE PLATES.

12) CUTS, HOLES, OPENINGS, ETC., REQUIRED IN

STRUCTURAL STEEL MEMBERS FOR THE WORK OF OTHER

TRADES SHALL BE SHOWN ON THE SHOP DRAWINGS.

BURNING HOLES AND CUTS IN THE FIELD SHALL NOT BE

PERMITTED., EXCEPT BY WRITTEN AUTHORIZATION FROM

THE EOR.

13) FURNISH AND INSTALL MISCELLANEOUS STEEL (CURBS,

HANGERS, EXPANSION JOINT ANGLES, STRUTS, ETC.) AS

CALLED FOR OR AS NECESSARY PER ARCHITECTURAL AND

MECHANICAL/ELECTRICAL DRAWINGS.

14) CAMBER BEAMS AS INDICATED ON THE DRAWINGS.

FABRICATE AND INSTALL BEAMS WITH NATURAL CAMBER

UPWARDS.

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INTERNATIONAL BUILDING CODE,

AMERICAN CONCRETE INSTITUTE,

AMERICAN INSTITUTE OF STEEL CONSTRUCTION,

NATIONAL FOREST PRODUCTS ASSOCIATION, NDS

2) LATERAL LOADS

WIND: WIND SPEED 105 mph

EXPOSURE C

IMPORTANCE FACTOR Ls 1.00 GROUND ELEVATION FACTOR, Ke 1.00 TOPOGRAPHIC FACTOR, Kzt 1.00 WIND DIRECTIONAL FACTOR, Kd 0.85

GUST EFFECT FACTOR, 0.85

INTERNAL PRESSURE COEFFICIENT, VARIES

3) LIVE LOADS:

GROUND SNOW LOAD: 30 psf Pf 0.8 Ce Ct Ls Pg

SNOW DRIFT LOAD: ASCE-7

Ce 1.0 Ct 1.2 Is 1.0 ROOF LIVE LOAD (MINIMUM): 20 psf MECHANICAL: 10 psf SUSPENDED ROOF LOAD (MINIMUM): 10 psf

4) NET ALLOWABLE SOIL BEARING PRESSURES PER

GEOTECHNICAL REPORT DATED NOVEMBER 28, 2022: 3,000

PSF

5) CONCRETE STRENGTHS-MINIMUM 28 f'c 4,000 PSI (145 pcf DENSITY UNLESS NOTED OTHERWISE)

6) REINFORCING STEEL SHALL BE HIGH STRENGTH NEW

BILLET STEEL CONFORMING TO THE FOLLOWING:

DEFORMED BARS: ASTM A615, GR. 60 (UNLESS

NOTED OTHERWISE)

WELDABLE REINFORCING: ASTM A706, GR. 60

PLAIN BARS: ASTM A82

WELDED WIRE FABRIC: ASTM A185

EPOXY COATING: ASTM A775

7) STRUCTURAL STEEL

W-SHAPES: ASTM A992

OTHER ROLLED SHAPES AND

CONNECTION MATERIAL: ASTM A992

STIFFENER PLATES: ASTM A36

ANCHOR BOLTS: ASTM A307 (MINIMUM)

HIGH STRENGTH BOLTS A325/A490

PIPE: ASTM A53, GR. B

STRUCTURAL TUBES: ASTM A500, GR. B

SPECIAL INSPECTION REQUIREMENTS

1) THE FOLLOWING TYPES OF WORK REQUIRE SPECIAL

INSPECTION BASED ON SECTION 1701 OF THE

INTERNATIONAL BUILDING CODE. THE OWNER WILL EMPLOY

SPECIAL INSPECTIONS WHO SHALL PROVIDE SPECIAL

INSPECTIONS DURING:

a. EARTH WORK

b. CAST-IN-PLACE CONCRETE

c. STRUCTURAL STEEL

d. POST INSTALLATION

GENERAL NOTES

1) ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS

FOR MECHANICAL, ELECTRICAL, AND PLUMBING WITH

APPROPRIATE TRADE CONTRACTORS. OPENING SIZES AND

LOCATIONS SHOWN FOR DUCTS, PIPES, INSERTS, ETC.,

WHEN SHOWN ARE FOR GENERAL INFORMATION ONLY AND

SHALL BE VERIFIED PRIOR TO FORMING.

2) BEFORE SUBMITTING A PROPOSAL FOR THIS WORK,

EACH BIDDER SHALL VISIT THE PREMISES AND ACQUAINT

THEMSELVES FULLY WITH THE EXISTING CONDITIONS,

TEMPORARY CONSTRUCTION REQUIRED, QUANTITIES AND

TYPES OF EQUIPMENT, ETC. THE BID SHALL INCLUDE ALL

SUMS REQUIRED TO DO THE WORK WITHIN THE EXISTING

CONDITIONS.

3) SHOP DRAWINGS PREPARED BY SUPPLIERS,

SUBCONTRACTORS, ETC. SHALL BE REVIEWED AND

COORDINATED PRIOR TO SUBMITTING TO THE ENGINEER.

EACH SHOP DRAWING SUBMITTED SHALL BE STAMPED,

INITIALED, AND DATED AS BEING REVIEWED BY THE

CONSTRUCTION MANAGER/GENERAL CONTRACTOR.

4) SHOP DRAWINGS PREPARED BY THE

SUBCONTRACTORS, SUPPLIERS, ETC. SHALL BE REVIEWED

BY THE ENGINEER FOR CONFORMANCE WITH DESIGN

CONCEPT ONLY. REVIEW BY THE ENGINEER SHALL NOT

BEGIN WITHOUT THE PRIOR COORDINATION AND REVIEW BY

THE CONSTRUCTION MANAGER/GENERAL CONTRACTOR.

WORK SHALL NOT BEGIN WITHOUT THE REVIEW BY THE

ARCHITECT.

5) DETAILS AND NOTES ON THE STRUCTURAL DRAWINGS

ARE INTENDED TO BE TYPICAL FOR SIMILAR SITUATIONS

ELSEWHERE. VERIFY ALL DIMENSIONS WITH THE

ARCHITECTURAL DRAWINGS. DO NOT SCALE DRAWINGS;

USE DIMENSIONS PROVIDED ONLY.

6) THE COST OF ADDITIONAL DESIGN WORK DUE TO

ERRORS OR OMISSIONS IN CONSTRUCTION SHALL BE

BORNE BY THE CONTRACTOR.

7) ANY ENGINEERING DESIGN PROVIDED BY OTHERS AND

SUBMITTED FOR REVIEW OR RECORD SHALL BEAR THE

STAMP SIGNATURE OF A PROFESSIONAL ENGINEER

LICENSED IN THE STATE OF IOWA.

8) ALL ELEVATIONS GIVEN THUS (+10'-0”) ARE TO TOP OF

FOOTING, JOIST BEARING, TOP OF STEEL, TOP OF SLAB,

ETC. WITH REFERENCED TO THE FINISHED FLOOR SLAB OR

TOP OF FLUSH FLUME.

CONSTRUCTION PROCEDURES AND SAFETY

REQUIREMENTS

1) COMPLY WITH ALL APPLICABLE CITY, COUNTY, STATE,

AND FEDERAL LAWS, INCLUDING OCCUPATIONAL SAFETY

AND HEALTH ACT (OSHA) AND REGULATIONS ADOPTED

PURSUANT THERETO.

2) THE CONTRACT STRUCTURAL DRAWINGS AND

SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE

UNLESS OTHERWISE INDICATED, THEY DO NOT INDICATE

THE MEANS OR METHODS OF CONSTRUCTION.

3) PROVIDE ALL MEASURES NECESSARY TO PROTECT THE

WORKERS AND OTHER PERSONS DURING CONSTRUCTION.

PROVIDE ALL NECESSARY MEASURES TO AVOID EXCESSIVE

STRESSES AND TO HOLD THE STRUCTURAL ELEMENTS IN

PLACE DURING CONSTRUCTION. SUCH MEASURES SHALL

INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR

CONSTRUCTION EQUIPMENT, SHORING FOR EARTH BANKS

FORMS, SCAFFOLDING, PLANKING, SAFETY NETS, SUPPORT

AND BRACING FOR CRANES AND HOISTS, GUYING, ETC.

4) ENGAGE PROPERLY QUALIFIED PERSONS TO

DETERMINE WHERE AND HO TEMPORARY PRECAUTIONARY

MEASURES SHALL BE USED. OBSERVATION VISITS TO THE

SITE BY ENGINEER'S FIELD REPRESENTATIVES SHALL NOT

INCLUDE THE ITEMS NOTED ABOVE.

5) SUPERVISE AND DIRECT THE WORK SO AS TO MAINTAIN

SOLE RESPONSIBILITY FOR ALL CONSTRUCTION MEANS,

METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES.

RETAIN THE SERVICES OF A PROFESSIONAL ENGINEER

LICENSED IN THE STATE OF IOWA TO DESIGN AND

SUPERVISE ANY SCAFFOLDING FOR WORKMEN, AND ALL

SHORING OF FORMS AND ELEMENTS OF THE

CONSTRUCTION.

6) ANY ENGINEERING DESIGN PROVIDED BY OTHERS AND

SUBMITTED FOR REVIEW AND/OR RECORD SHALL BEAR THE

STAMP AND SIGNATURE OF A PROFESSIONAL ENGINEER

LICENSED IN THE STATE OF IOWA.

FOOTINGS AND FOUNDATIONS

1) ALL FOOTINGS SHALL BE PLACED ONTO FIRM

UNDISTURBED SOIL OR CONTROLLED COMPACTED FILL AS

DIRECTED BY THE PROJECT SOILS CONSULTANT REPORT

RECOMMENDATIONS. FOOTING ELEVATIONS SHOWN

DESIGNATE A MINIMUM DEPTH OF FOOTINGS WERE A SAFE

SOIL BEARING PRESSURE IS EXPECTED (SEE DESIGN

CRITERIA). FOOTINGS SHALL BE LOWERED OR EXTENDED

AND WALLS EXTENDED AS REQUIRED TO REACH THE

DESIGN BEARING PRESSURE.

2) WHERE EXISTING FILL IS ENCOUNTERED, REMOVE

EXISTING FILL FROM UNDER FOUNDATIONS AND REPLACE

WITH STRUCTURAL FILL PER GEOTECHNICAL REPORT.

3) GENERAL MACHINE EXCAVATION FOR FOOTINGS SHALL

STOP NOT LESS THAN 4” ABOVE THE ELEVATION OF

BOTTOMS OF FOOTINGS. FINAL EXCAVATION TO THE

REQUIRED UNDISTURBED SOIL ELEVATION SHALL BE DONE

NOT MORE THAN 12 HOURS BEFORE FOOTING IS PLACED.

THE EXCAVATION SHALL BE CRUMBED CLEAN.

4) ALL FOUNDATION EXCAVATIONS SHALL BE INSPECTED

AND CERTIFIED BY A QUALIFIED INDEPENDENT SOILS

TESTING FIRM.

5) NO FOOTING SHALL BE PLACED ONTO OR AGAINST

SUBGRADES CONTAINING FREE WATER, FROST, OR ICE.

6) UNLESS NOTED OTHERWISE, ALL FOOTINGS SHALL BE

CENTERED UNDER WALLS, PIERS, OR COLUMNS.

7) WHERE REQUIRED, ALL NECESSARY CHANGES IN

ELEVATION OF WALL FOOTINGS SHALL BE MADE IN STEPS

OF 1 VERTICAL TO 2 HORIZONTAL. LOCATION OF STEPS

SHALL BE COORDINATED WITH THE WALL FORMING SYSTEM

AND AT LEAST 2'-0” APART.

8) LONGITUDINAL REINFORCING IN WALL FOOTINGS SHALL

BE CONTINUOUS AT STEP DOWNS. SLOPE OR STEP

BOTTOM BARS IN WALL TO FOLLOW STEPS IN FOOTING

UNLESS OTHERWISE SHOWN.

9) LAP WALL FOOTING REINFORCING 24 BARS DIAMETERS

OR A MINIMUM OF 1'-6” AT SPLICES, UNLESS OTHERWISE

NOTED.

10) PROVIDE CORNER BARS IN FOOTINGS THE SAME SIZE

AND NUMBER AS THE CONTINUOUS REINFORCING, LAPPED

2'-0” WITH MAIN STEEL.

11) REINFORCING IN WALL FOOTINGS BETWEEN COLUMNS

SHALL EXTEND INTO COLUMN FOOTINGS A MINIMUM OF 2'-0 ”.

12) REINFORCING IN FOOTINGS SHALL BE ACCURATELY

PLACED, SPACED, SUPPORTED, AND SECURED BEFORE

PLACING CONCRETE (DO NOT “FLOAT” REINFORCING INTO

FOOTINGS.

13) PIPES EXTENDED UNDER FOOTINGS SHALL BE PLACED

BEFORE FOOTING IS PLACED AND THE VOID PRODUCED IN

LAYING THE PIPE SHALL BE FILLED WITH CONCRETE.

14) CROSS REFERENCE ARCHITECTURAL AND STRUCTURAL

DRAWINGS TO ASSURE PROPER DIMENSIONS AND

PLACEMENT OF ALL ANCHOR BOLTS, INSERTS, NOTCHES,

AND EDGES IN FOUNDATION WALLS.

15) BACKFILL PLACED AGAINST WALLS SHALL BE DONE

EVENLY ON BOTH SIDES.

16) BACK FILL AGAINST BASEMENT (SUBWAY) FOUNDATION

WALLS SHALL NOT BE PLACED UNTIL GROUND LEVEL FLOOR

AND LOWER LEVEL SLABS ARE IN PLACE AND CURED

UNLESS THE WALL IS PROPERLY BRACED. ALL BRACING, IF

USED, SHALL BE THE RESPONSIBILITY OF THE

CONTRACTOR.

17) BACKFILL PLACED DIRECTLY ADJACENT TO BASEMENT

AND RETAIN WALLS SHALL BE COMPACTED CLEAN FREE

DRAINING GRANULAR MATERIAL. FOR A MINIMUM OF 2'-6”

FROM FACE OF WALL. AT EXTERIOR LOCATIONS PROVIDE A

1'-6” DEEP CAP OF COMPACTED APPROVED IMPERVIOUS

COHESIVE MATERIAL AT TOP OF GRANULAR BACKFILL. ALL

BACKFILL SHALL BE COMPACTED USING HAND OPERATED

EQUIPMENT; NOT HEAVY EQUIPMENT SHALL BE ALLOWED

WITHIN 5'-0” OF ANY WALL.

18) ALL UNACCEPTABLE FILL AND TOP SOIL SHALL BE

REMOVED FROM BELOW ALL PROPOSED SLABS-ON-GRADE

AND THE EXPOSED NATURAL SOIL SHALL BE PROOF ROLLED

AND COMPACTION VERIFIED BY A QUALIFIED INDEPENDENT

SOILS TESTING FIRM PRIOR TO PLACING FILL. AREAS

EXHIBITING WEAKNESS SHALL BE REMOVED AND REPLACED

BY ACCEPTABLE COMPACTED FILL.

19) A MINIMUM 6” OF COMPACTED GRANULAR FILL SHALL BE

PLACED UNDER ALL SLABS-ON-GRADE. ALL FILL REQUIRED

TO ATTAIN FINAL SUB-GRADE FOR SLABS AND WALLS SHALL

BE AN ACCEPTABLE MATERIAL PLACED AND COMPACTED AS

DIRECTED BY THE PROJECT SOILS CONSULTANT REPORT

RECOMMENDATIONS.

20) A VAPOR BARRIER WITH MINIMUM 6 MIL THICKNESS

SHALL BE PLACED UNDER ALL INTERIOR SLAB-ON-GRAD OR

BELOW GRANULAR FILL; SEE ARCHITECTURAL DRAWINGS.

LAP AND SEAL ALL EDGES.

CONCRETE AND REINFORCING

1) ALL CONCRETE WORK SHALL CONFORM TO THE LATEST

EDITION OF THE AMERICAN CONCRETE INSTITUTE

PUBLICATIONS: ACI 301, ACI 304, ACI 311, ACI 315, ACI 318,

AND ACI 347 UNLESS OTHERWISE NOTED ON THE

DRAWINGS.

2) CONCRETE SHALL CONSIST OF THE FOLLOWING:

ASTM C150 TYPE 1 PORTLAND CEMENT

ASTM C33 NORMAL WEIGHT AGGREGATES

(LIMESTONE AGGREGATE AT EXPOSED LOCATIONS)

POTABLE WATER

CHLORIDES CONTENT SHALL BE LIMITED BY ACI

REQUIREMENTS FOR TYPE OF EXPOSURE.

CONCRETE WHICH WILL BE SUBJECTED TO REPEATED

CYCLES OF FREEZE-THAW DURING THE LIFE OF THE

STRUCTURE SHALL HAVE A WATER-CEMENT RATIO NOT

EXCEEDING 0.53 AND SHALL CONTAIN ENTRAINED AIR. SEE

ACI 301 FOR ADDITIONAL REQUIREMENTS

3) UNLESS OTHERWISE NOTED, PRINCIPAL

REINFORCEMENT SHALL HAVE THE FOLLOWING

PROTECTION:

SURFACES CAST AGAINST & PERMANENTLY EXPOSED TO

EARTH: 3 INCHES

FORMED SURFACES EXPOSED TO EARTH OR WATER:

2 INCHES

SLABS:

1 INCH (TOP)

3/4" INCH (BOT.)

WALLS (INTERIOR SURFACES ONLY): 1 INCH

TIES/STIRRUPS: 1 ½ INCHES

4) ALL SLABS-ON-GRADE, PADS, FILLS, AND TOPPINGS

SHALL HAVE A MINIMUM OF 6x6 - W1.4 x W1.4 WWF, UNLESS

NOTED OTHERWISE, PLACED 1” FROM TOP OF SLAB. LAP

WWF MINIMUM 2 PANELS AT EDGES AND ENDS AND

PROVIDE ADDITIONAL REINFORCING WHERE SHOWN ON

THE DRAWINGS.

5) ALL SLABS-ON-GRAD SHALL BE PLACED ON COMPACTED

GRANULAR FILL. PITCH SLABS TO DRAINS AND PROVIDE

DEPRESSIONS, WHERE SHOWN ON THE STRUCTURAL AND

ARCHITECTURAL DRAWINGS, WITHOUT REDUCING THE

THICKNESS OF SLAB INDICATED. FOR SLABS-ON-GRADE

DEPRESSIONS GREATER THAN 1”, SEE DETAILS FOR

ADDITIONAL REINFORCING.

6) PROVIDE SLAB-ON-GRADE CONSTRUCTION JOINTS,

AGAINST INTERIOR WALLS, AND BETWEEN WALLS. PROVIDE

JOINTS TO FORM AREAS NOT TO EXCEED 15' IN LENGTH IN

EACH DIRECTION. SEE TYPICAL DETAILS. SUBMIT DETAILED

DRAWINGS SHOWING LOCATIONS OF ALL CONSTRUCTION

JOINTS.

7) PROVIDE VERTICAL CONSTRUCTION JOINTS IN EXPOSED

CONCRETE WALLS AT A MAXIMUM UNIFORM SPACING NOT

TO EXCEED 30'-0”. COORDINATE JOINT LOCATIONS WITH

ARCHITECTURAL DRAWINGS.

8) PROVIDE ADEQUATE BOLSTERS, HI-CHAIRS, SUPPORT

BARS, ETC., TO MAINTAIN SPECIFIED CLEARANCES FOR THE

ENTIRE LENGTH OF ALL REINFORCING BARS. PROVIDE

ACCESSORIES WHICH ARE PLASTIC TIPPED OR GALVANIZED

WITH TURNED UP ENDS FOR REINFORCEMENT AL ALL

FACES OF EXPOSED CONCRETE, INTERIOR OR EXTERIOR.

9) TYPICAL CONCRETE WALL REINFORCING SHALL BE AS

FOLLOWS UNLESS OTHERWISE NOTED:

THICKNESS HORIZ. VERT. LOCATION

6 INCHES #4@18” #4@18” CENTERED

8 INCHES #4@12” #4@18” CENTERED

10 INCHES #4@10” #4@16” CENTERED

12 INCHES #4@16” #4@18” EACH FACE

16 INCHES #4@12” #4@16” EACH FACE

10) CONTINUOUS REINFORCING SHALL BE LAPPED AS

FOLLOWS UNLESS OTHERWISE NOTED:

ALL LAPS SHOWN ON THE DRAWINGS AND NOT

DIMENSIONED SHALL BE 24 BAR DIAMETERS. ADDITIONAL

LAPS REQUIRED FOR CONSTRUCTION SHALL BE CLASS BB

11) ALL FIELD BENDING OF REINFORCING SHALL BE DONE

COLD. HEATING OF BARS WILL NOT BE PERMITTED.

12) NO ALUMINUM OF ANY TYPE SHALL BE ALLOWED IN

CONCRETE WORK UNLESS COATED TO PREVENT

ALUMINUM-CONCRETE REACTION.

13) MAXIMUM O.D. OF EMBEDDED CONDUIT SHALL BE NO

LARGER THAN 1/3 OF THE SLAB THICKNESS. NO CONDUIT

SHALL BE PLACED ABOVE THE WELDED WIRE FABRIC OR

REINFORCING IN SLABS-ON-GRADE.

14) MECHANICALLY VIBRATE CONCRETE EXCEPT THAT

SLABS-ON -GRADE NEED ONLY BE VIBRATED AROUND

EMBEDDED ITEMS.

15) DO NOT CAST UNEXPOSED WALL OR IN LENGTHS OVER

60'-0”. WAIT 48 HOURS BETWEEN ADJACENT POURS.

16) ALL CONSTRUCTION JOINTS BETWEEN ADJACENT

CONCRETE POURS SHALL BE KEYED. JOINTS MUST BE KEPT

FREE OF DIRT, DEBRIS, FROM OILS, ETC. TO ASSURE

PROPER BOND WITH ADJACENT POUR.

17) FLOOR TOLERANCES:

SURFACE TOLERANCE: CLASS B. (SEE ACI 301)

THICKNESS: PLUS 1”, MINUS ½” SLAB ON GRADE PLUS 1”,

MINUS ¼” STRUCTURAL AND COMPOSITE SLABS. REPLACE

ANY SLAB WITH A THICKNESS DEVIATION AS DIRECTED BY

THE EOR.

18) MAXIMUM FREE DROP OF ANY CONCRETE 6'-0 ”

19) ALL BAR DETAILING AND ACCESSORIES TO BE

FURNISHED SHALL CONFORM TO TYPICAL DETAILS AND

STANDARDS IN THE LATEST ACI STANDARD 315 DETAILING

MANUAL, EXCEPT AS OTHERWISE SHOWN, NOTED, OR

SPECIFIED.

20) CONCRETE EXPOSURE CLASS -

EXTERIOR WALLS, CURBS, AND FOOTINGS: F-2

EXTERIOR SLABS: A-2

INTERIOR SLABS, CURBS, AND HEATED AREAS NOT

EXPOSED TO MANURE: N

ALL CONCRETE EXPOSED TO MANURE OR SILAGE: A-1

STRUCTURAL STEEL

1) STRUCTURAL STEEL DETAILS, FABRICATION, AND

ERECTION SHALL CONFORM TO THE LATEST EDITION OF

THE AISC “STEEL CONSTRUCTION MANUAL” UNLESS

OTHERWISE SHOWN OR SPECIFIED.

2) HIGH STRENGTH BOLTS SHALL BE INSTALLED IN

ACCORDANCE WITH AISC “SPECIFICATIONS FOR

STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS”

LATEST EDITION. BOLTS ARE DESIGNED AS BEARING-TYPE

CONNECTIONS, UNLESS NOTED OTHERWISE.

3) USE TENSION CONTROL BOLTS WITH ALL HIGH

STRENGTH BOLTS REQUIRING FULLY TIGHTENED

CONDITIONS.

4) ALL WELDING SHALL BE DONE BY AWS CERTIFIED

WELDERS WITH EXPERIENCE AND CERTIFICATION IN THE

TYPES OF WELDING INDICATED. CERTIFICATES SHALL NOT

HAVE LAPSED DUE TO DISUSE FOR 6 MONTHS.

5) ALL WELDS TO BE E70XX ELECTRODES AND/OR 0.035”

SOLID WIRE.

6) FIELD CONNECTIONS SHALL BE WELDED OR BOLTED.

SHOP CONNECTIONS SHALL BE WELDED UNLESS

OTHERWISE INDICATED OR APPROVED. WELDS INDICATED

WITH A SHOP WELD SYMBOL MAY BE MADE IN THE FIELD

WITH THE APPROVAL OF THE EOR.

7) UNLESS NOTED OTHERWISE, ALL WELDS SHALL BE

CONTINUOUS 3/16” THROAT. ALL FULL AND/OR PARTIAL

PENETRATIONS WELDS SHALL BE FULLY DETAILED ON THE

SHOP DRAWINGS.

8) FABRICATOR SHALL SELECT AISC SIMPLE SHEAR

CONNECTIONS FOR STEEL BEAMS CAPABLE OF CARRYING

THE REACTION FORCE WHEN INDICATED OR 75% OF THE

TOTAL UNIFORM LOAD FOR THE GIVEN SIZE, SPAN, AND

GRADE OF BEAM, AS TABULATED IN THE AISC TABLES FOR

ALLOWABLE LOADS.

9) SIMPLE SHEAR CONNECTIONS SHALL BE STANDARD

DOUBLE ANGLE OR SINGLE SHEAR PLATES, UNLESS NOTED

OTHERWISE. SELECT CONNECTIONS FROM THE AISC,

SIMPLE SHEAR CONNECTIONS DESIGN AID, LATEST EDITION

WHENEVER POSSIBLE. ALL BOLTED CONNECTIONS SHALL

HAVE MINIMUM 2 BOLTS, UNLESS NOTED OTHERWISE.

10) SHOP PAINT STRUCTURAL STEEL WITH A STANDARD

PRIMER.

11) GROUT UNDER BEAM BERING PLATES AND COLUMN

BASE PLATES.

12) CUTS, HOLES, OPENINGS, ETC., REQUIRED IN

STRUCTURAL STEEL MEMBERS FOR THE WORK OF OTHER

TRADES SHALL BE SHOWN ON THE SHOP DRAWINGS.

BURNING HOLES AND CUTS IN THE FIELD SHALL NOT BE

PERMITTED., EXCEPT BY WRITTEN AUTHORIZATION FROM

THE EOR.

13) FURNISH AND INSTALL MISCELLANEOUS STEEL (CURBS,

HANGERS, EXPANSION JOINT ANGLES, STRUTS, ETC.) AS

CALLED FOR OR AS NECESSARY PER ARCHITECTURAL AND

MECHANICAL/ELECTRICAL DRAWINGS.

14) CAMBER BEAMS AS INDICATED ON THE DRAWINGS.

FABRICATE AND INSTALL BEAMS WITH NATURAL CAMBER

UPWARDS.

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INTERNATIONAL BUILDING CODE,

AMERICAN CONCRETE INSTITUTE,

AMERICAN INSTITUTE OF STEEL CONSTRUCTION,

NATIONAL FOREST PRODUCTS ASSOCIATION, NDS

2) LATERAL LOADS

WIND: WIND SPEED 105 mph

EXPOSURE C

IMPORTANCE FACTOR Ls 1.00 GROUND ELEVATION FACTOR, Ke 1.00 TOPOGRAPHIC FACTOR, Kzt 1.00 WIND DIRECTIONAL FACTOR, Kd 0.85

GUST EFFECT FACTOR, 0.85

INTERNAL PRESSURE COEFFICIENT, VARIES

3) LIVE LOADS:

GROUND SNOW LOAD: 30 psf Pf 0.8 Ce Ct Ls Pg

SNOW DRIFT LOAD: ASCE-7

Ce 1.0 Ct 1.2 Is 1.0 ROOF LIVE LOAD (MINIMUM): 20 psf MECHANICAL: 10 psf SUSPENDED ROOF LOAD (MINIMUM): 10 psf

4) NET ALLOWABLE SOIL BEARING PRESSURES PER

GEOTECHNICAL REPORT DATED NOVEMBER 28, 2022: 3,000

PSF

5) CONCRETE STRENGTHS-MINIMUM 28 f'c 4,000 PSI (145 pcf DENSITY UNLESS NOTED OTHERWISE)

6) REINFORCING STEEL SHALL BE HIGH STRENGTH NEW

BILLET STEEL CONFORMING TO THE FOLLOWING:

DEFORMED BARS: ASTM A615, GR. 60 (UNLESS

NOTED OTHERWISE)

WELDABLE REINFORCING: ASTM A706, GR. 60

PLAIN BARS: ASTM A82

WELDED WIRE FABRIC: ASTM A185

EPOXY COATING: ASTM A775

7) STRUCTURAL STEEL

W-SHAPES: ASTM A992

OTHER ROLLED SHAPES AND

CONNECTION MATERIAL: ASTM A992

STIFFENER PLATES: ASTM A36

ANCHOR BOLTS: ASTM A307 (MINIMUM)

HIGH STRENGTH BOLTS A325/A490

PIPE: ASTM A53, GR. B

STRUCTURAL TUBES: ASTM A500, GR. B

SPECIAL INSPECTION REQUIREMENTS

1) THE FOLLOWING TYPES OF WORK REQUIRE SPECIAL

INSPECTION BASED ON SECTION 1701 OF THE

INTERNATIONAL BUILDING CODE. THE OWNER WILL EMPLOY

SPECIAL INSPECTIONS WHO SHALL PROVIDE SPECIAL

INSPECTIONS DURING:

a. EARTH WORK

b. CAST-IN-PLACE CONCRETE

c. STRUCTURAL STEEL

d. POST INSTALLATION

GENERAL NOTES

1) ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS

FOR MECHANICAL, ELECTRICAL, AND PLUMBING WITH

APPROPRIATE TRADE CONTRACTORS. OPENING SIZES AND

LOCATIONS SHOWN FOR DUCTS, PIPES, INSERTS, ETC.,

WHEN SHOWN ARE FOR GENERAL INFORMATION ONLY AND

SHALL BE VERIFIED PRIOR TO FORMING.

2) BEFORE SUBMITTING A PROPOSAL FOR THIS WORK,

EACH BIDDER SHALL VISIT THE PREMISES AND ACQUAINT

THEMSELVES FULLY WITH THE EXISTING CONDITIONS,

TEMPORARY CONSTRUCTION REQUIRED, QUANTITIES AND

TYPES OF EQUIPMENT, ETC. THE BID SHALL INCLUDE ALL

SUMS REQUIRED TO DO THE WORK WITHIN THE EXISTING

CONDITIONS.

3) SHOP DRAWINGS PREPARED BY SUPPLIERS,

SUBCONTRACTORS, ETC. SHALL BE REVIEWED AND

COORDINATED PRIOR TO SUBMITTING TO THE ENGINEER.

EACH SHOP DRAWING SUBMITTED SHALL BE STAMPED,

INITIALED, AND DATED AS BEING REVIEWED BY THE

CONSTRUCTION MANAGER/GENERAL CONTRACTOR.

4) SHOP DRAWINGS PREPARED BY THE

SUBCONTRACTORS, SUPPLIERS, ETC. SHALL BE REVIEWED

BY THE ENGINEER FOR CONFORMANCE WITH DESIGN

CONCEPT ONLY. REVIEW BY THE ENGINEER SHALL NOT

BEGIN WITHOUT THE PRIOR COORDINATION AND REVIEW BY

THE CONSTRUCTION MANAGER/GENERAL CONTRACTOR.

WORK SHALL NOT BEGIN WITHOUT THE REVIEW BY THE

ARCHITECT.

5) DETAILS AND NOTES ON THE STRUCTURAL DRAWINGS

ARE INTENDED TO BE TYPICAL FOR SIMILAR SITUATIONS

ELSEWHERE. VERIFY ALL DIMENSIONS WITH THE

ARCHITECTURAL DRAWINGS. DO NOT SCALE DRAWINGS;

USE DIMENSIONS PROVIDED ONLY.

6) THE COST OF ADDITIONAL DESIGN WORK DUE TO

ERRORS OR OMISSIONS IN CONSTRUCTION SHALL BE

BORNE BY THE CONTRACTOR.

7) ANY ENGINEERING DESIGN PROVIDED BY OTHERS AND

SUBMITTED FOR REVIEW OR RECORD SHALL BEAR THE

STAMP SIGNATURE OF A PROFESSIONAL ENGINEER

LICENSED IN THE STATE OF IOWA.

8) ALL ELEVATIONS GIVEN THUS (+10'-0”) ARE TO TOP OF

FOOTING, JOIST BEARING, TOP OF STEEL, TOP OF SLAB,

ETC. WITH REFERENCED TO THE FINISHED FLOOR SLAB OR

TOP OF FLUSH FLUME.

CONSTRUCTION PROCEDURES AND SAFETY

REQUIREMENTS

1) COMPLY WITH ALL APPLICABLE CITY, COUNTY, STATE,

AND FEDERAL LAWS, INCLUDING OCCUPATIONAL SAFETY

AND HEALTH ACT (OSHA) AND REGULATIONS ADOPTED

PURSUANT THERETO.

2) THE CONTRACT STRUCTURAL DRAWINGS AND

SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE

UNLESS OTHERWISE INDICATED, THEY DO NOT INDICATE

THE MEANS OR METHODS OF CONSTRUCTION.

3) PROVIDE ALL MEASURES NECESSARY TO PROTECT THE

WORKERS AND OTHER PERSONS DURING CONSTRUCTION.

PROVIDE ALL NECESSARY MEASURES TO AVOID EXCESSIVE

STRESSES AND TO HOLD THE STRUCTURAL ELEMENTS IN

PLACE DURING CONSTRUCTION. SUCH MEASURES SHALL

INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR

CONSTRUCTION EQUIPMENT, SHORING FOR EARTH BANKS

FORMS, SCAFFOLDING, PLANKING, SAFETY NETS, SUPPORT

AND BRACING FOR CRANES AND HOISTS, GUYING, ETC.

4) ENGAGE PROPERLY QUALIFIED PERSONS TO

DETERMINE WHERE AND HO TEMPORARY PRECAUTIONARY

MEASURES SHALL BE USED. OBSERVATION VISITS TO THE

SITE BY ENGINEER'S FIELD REPRESENTATIVES SHALL NOT

INCLUDE THE ITEMS NOTED ABOVE.

5) SUPERVISE AND DIRECT THE WORK SO AS TO MAINTAIN

SOLE RESPONSIBILITY FOR ALL CONSTRUCTION MEANS,

METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES.

RETAIN THE SERVICES OF A PROFESSIONAL ENGINEER

LICENSED IN THE STATE OF IOWA TO DESIGN AND

SUPERVISE ANY SCAFFOLDING FOR WORKMEN, AND ALL

SHORING OF FORMS AND ELEMENTS OF THE

CONSTRUCTION.

6) ANY ENGINEERING DESIGN PROVIDED BY OTHERS AND

SUBMITTED FOR REVIEW AND/OR RECORD SHALL BEAR THE

STAMP AND SIGNATURE OF A PROFESSIONAL ENGINEER

LICENSED IN THE STATE OF IOWA.

FOOTINGS AND FOUNDATIONS

1) ALL FOOTINGS SHALL BE PLACED ONTO FIRM

UNDISTURBED SOIL OR CONTROLLED COMPACTED FILL AS

DIRECTED BY THE PROJECT SOILS CONSULTANT REPORT

RECOMMENDATIONS. FOOTING ELEVATIONS SHOWN

DESIGNATE A MINIMUM DEPTH OF FOOTINGS WERE A SAFE

SOIL BEARING PRESSURE IS EXPECTED (SEE DESIGN

CRITERIA). FOOTINGS SHALL BE LOWERED OR EXTENDED

AND WALLS EXTENDED AS REQUIRED TO REACH THE

DESIGN BEARING PRESSURE.

2) WHERE EXISTING FILL IS ENCOUNTERED, REMOVE

EXISTING FILL FROM UNDER FOUNDATIONS AND REPLACE

WITH STRUCTURAL FILL PER GEOTECHNICAL REPORT.

3) GENERAL MACHINE EXCAVATION FOR FOOTINGS SHALL

STOP NOT LESS THAN 4” ABOVE THE ELEVATION OF

BOTTOMS OF FOOTINGS. FINAL EXCAVATION TO THE

REQUIRED UNDISTURBED SOIL ELEVATION SHALL BE DONE

NOT MORE THAN 12 HOURS BEFORE FOOTING IS PLACED.

THE EXCAVATION SHALL BE CRUMBED CLEAN.

4) ALL FOUNDATION EXCAVATIONS SHALL BE INSPECTED

AND CERTIFIED BY A QUALIFIED INDEPENDENT SOILS

TESTING FIRM.

5) NO FOOTING SHALL BE PLACED ONTO OR AGAINST

SUBGRADES CONTAINING FREE WATER, FROST, OR ICE.

6) UNLESS NOTED OTHERWISE, ALL FOOTINGS SHALL BE

CENTERED UNDER WALLS, PIERS, OR COLUMNS.

7) WHERE REQUIRED, ALL NECESSARY CHANGES IN

ELEVATION OF WALL FOOTINGS SHALL BE MADE IN STEPS

OF 1 VERTICAL TO 2 HORIZONTAL. LOCATION OF STEPS

SHALL BE COORDINATED WITH THE WALL FORMING SYSTEM

AND AT LEAST 2'-0” APART.

8) LONGITUDINAL REINFORCING IN WALL FOOTINGS SHALL

BE CONTINUOUS AT STEP DOWNS. SLOPE OR STEP

BOTTOM BARS IN WALL TO FOLLOW STEPS IN FOOTING

UNLESS OTHERWISE SHOWN.

9) LAP WALL FOOTING REINFORCING 24 BARS DIAMETERS

OR A MINIMUM OF 1'-6” AT SPLICES, UNLESS OTHERWISE

NOTED.

10) PROVIDE CORNER BARS IN FOOTINGS THE SAME SIZE

AND NUMBER AS THE CONTINUOUS REINFORCING, LAPPED

2'-0” WITH MAIN STEEL.

11) REINFORCING IN WALL FOOTINGS BETWEEN COLUMNS

SHALL EXTEND INTO COLUMN FOOTINGS A MINIMUM OF 2'-0 ”.

12) REINFORCING IN FOOTINGS SHALL BE ACCURATELY

PLACED, SPACED, SUPPORTED, AND SECURED BEFORE

PLACING CONCRETE (DO NOT “FLOAT” REINFORCING INTO

FOOTINGS.

13) PIPES EXTENDED UNDER FOOTINGS SHALL BE PLACED

BEFORE FOOTING IS PLACED AND THE VOID PRODUCED IN

LAYING THE PIPE SHALL BE FILLED WITH CONCRETE.

14) CROSS REFERENCE ARCHITECTURAL AND STRUCTURAL

DRAWINGS TO ASSURE PROPER DIMENSIONS AND

PLACEMENT OF ALL ANCHOR BOLTS, INSERTS, NOTCHES,

AND EDGES IN FOUNDATION WALLS.

15) BACKFILL PLACED AGAINST WALLS SHALL BE DONE

EVENLY ON BOTH SIDES.

16) BACK FILL AGAINST BASEMENT (SUBWAY) FOUNDATION

WALLS SHALL NOT BE PLACED UNTIL GROUND LEVEL FLOOR

AND LOWER LEVEL SLABS ARE IN PLACE AND CURED

UNLESS THE WALL IS PROPERLY BRACED. ALL BRACING, IF

USED, SHALL BE THE RESPONSIBILITY OF THE

CONTRACTOR.

17) BACKFILL PLACED DIRECTLY ADJACENT TO BASEMENT

AND RETAIN WALLS SHALL BE COMPACTED CLEAN FREE

DRAINING GRANULAR MATERIAL. FOR A MINIMUM OF 2'-6”

FROM FACE OF WALL. AT EXTERIOR LOCATIONS PROVIDE A

1'-6” DEEP CAP OF COMPACTED APPROVED IMPERVIOUS

COHESIVE MATERIAL AT TOP OF GRANULAR BACKFILL. ALL

BACKFILL SHALL BE COMPACTED USING HAND OPERATED

EQUIPMENT; NOT HEAVY EQUIPMENT SHALL BE ALLOWED

WITHIN 5'-0” OF ANY WALL.

18) ALL UNACCEPTABLE FILL AND TOP SOIL SHALL BE

REMOVED FROM BELOW ALL PROPOSED SLABS-ON-GRADE

AND THE EXPOSED NATURAL SOIL SHALL BE PROOF ROLLED

AND COMPACTION VERIFIED BY A QUALIFIED INDEPENDENT

SOILS TESTING FIRM PRIOR TO PLACING FILL. AREAS

EXHIBITING WEAKNESS SHALL BE REMOVED AND REPLACED

BY ACCEPTABLE COMPACTED FILL.

19) A MINIMUM 6” OF COMPACTED GRANULAR FILL SHALL BE

PLACED UNDER ALL SLABS-ON-GRADE. ALL FILL REQUIRED

TO ATTAIN FINAL SUB-GRADE FOR SLABS AND WALLS SHALL

BE AN ACCEPTABLE MATERIAL PLACED AND COMPACTED AS

DIRECTED BY THE PROJECT SOILS CONSULTANT REPORT

RECOMMENDATIONS.

20) A VAPOR BARRIER WITH MINIMUM 6 MIL THICKNESS

SHALL BE PLACED UNDER ALL INTERIOR SLAB-ON-GRAD OR

BELOW GRANULAR FILL; SEE ARCHITECTURAL DRAWINGS.

LAP AND SEAL ALL EDGES.

CONCRETE AND REINFORCING

1) ALL CONCRETE WORK SHALL CONFORM TO THE LATEST

EDITION OF THE AMERICAN CONCRETE INSTITUTE

PUBLICATIONS: ACI 301, ACI 304, ACI 311, ACI 315, ACI 318,

AND ACI 347 UNLESS OTHERWISE NOTED ON THE

DRAWINGS.

2) CONCRETE SHALL CONSIST OF THE FOLLOWING:

ASTM C150 TYPE 1 PORTLAND CEMENT

ASTM C33 NORMAL WEIGHT AGGREGATES

(LIMESTONE AGGREGATE AT EXPOSED LOCATIONS)

POTABLE WATER

CHLORIDES CONTENT SHALL BE LIMITED BY ACI

REQUIREMENTS FOR TYPE OF EXPOSURE.

CONCRETE WHICH WILL BE SUBJECTED TO REPEATED

CYCLES OF FREEZE-THAW DURING THE LIFE OF THE

STRUCTURE SHALL HAVE A WATER-CEMENT RATIO NOT

EXCEEDING 0.53 AND SHALL CONTAIN ENTRAINED AIR. SEE

ACI 301 FOR ADDITIONAL REQUIREMENTS

3) UNLESS OTHERWISE NOTED, PRINCIPAL

REINFORCEMENT SHALL HAVE THE FOLLOWING

PROTECTION:

SURFACES CAST AGAINST & PERMANENTLY EXPOSED TO

EARTH: 3 INCHES

FORMED SURFACES EXPOSED TO EARTH OR WATER:

2 INCHES

SLABS:

1 INCH (TOP)

3/4" INCH (BOT.)

WALLS (INTERIOR SURFACES ONLY): 1 INCH

TIES/STIRRUPS: 1 ½ INCHES

4) ALL SLABS-ON-GRADE, PADS, FILLS, AND TOPPINGS

SHALL HAVE A MINIMUM OF 6x6 - W1.4 x W1.4 WWF, UNLESS

NOTED OTHERWISE, PLACED 1” FROM TOP OF SLAB. LAP

WWF MINIMUM 2 PANELS AT EDGES AND ENDS AND

PROVIDE ADDITIONAL REINFORCING WHERE SHOWN ON

THE DRAWINGS.

5) ALL SLABS-ON-GRAD SHALL BE PLACED ON COMPACTED

GRANULAR FILL. PITCH SLABS TO DRAINS AND PROVIDE

DEPRESSIONS, WHERE SHOWN ON THE STRUCTURAL AND

ARCHITECTURAL DRAWINGS, WITHOUT REDUCING THE

THICKNESS OF SLAB INDICATED. FOR SLABS-ON-GRADE

DEPRESSIONS GREATER THAN 1”, SEE DETAILS FOR

ADDITIONAL REINFORCING.

6) PROVIDE SLAB-ON-GRADE CONSTRUCTION JOINTS,

AGAINST INTERIOR WALLS, AND BETWEEN WALLS. PROVIDE

JOINTS TO FORM AREAS NOT TO EXCEED 15' IN LENGTH IN

EACH DIRECTION. SEE TYPICAL DETAILS. SUBMIT DETAILED

DRAWINGS SHOWING LOCATIONS OF ALL CONSTRUCTION

JOINTS.

7) PROVIDE VERTICAL CONSTRUCTION JOINTS IN EXPOSED

CONCRETE WALLS AT A MAXIMUM UNIFORM SPACING NOT

TO EXCEED 30'-0”. COORDINATE JOINT LOCATIONS WITH

ARCHITECTURAL DRAWINGS.

8) PROVIDE ADEQUATE BOLSTERS, HI-CHAIRS, SUPPORT

BARS, ETC., TO MAINTAIN SPECIFIED CLEARANCES FOR THE

ENTIRE LENGTH OF ALL REINFORCING BARS. PROVIDE

ACCESSORIES WHICH ARE PLASTIC TIPPED OR GALVANIZED

WITH TURNED UP ENDS FOR REINFORCEMENT AL ALL

FACES OF EXPOSED CONCRETE, INTERIOR OR EXTERIOR.

9) TYPICAL CONCRETE WALL REINFORCING SHALL BE AS

FOLLOWS UNLESS OTHERWISE NOTED:

THICKNESS HORIZ. VERT. LOCATION

6 INCHES #4@18” #4@18” CENTERED

8 INCHES #4@12” #4@18” CENTERED

10 INCHES #4@10” #4@16” CENTERED

12 INCHES #4@16” #4@18” EACH FACE

16 INCHES #4@12” #4@16” EACH FACE

10) CONTINUOUS REINFORCING SHALL BE LAPPED AS

FOLLOWS UNLESS OTHERWISE NOTED:

ALL LAPS SHOWN ON THE DRAWINGS AND NOT

DIMENSIONED SHALL BE 24 BAR DIAMETERS. ADDITIONAL

LAPS REQUIRED FOR CONSTRUCTION SHALL BE CLASS BB

11) ALL FIELD BENDING OF REINFORCING SHALL BE DONE

COLD. HEATING OF BARS WILL NOT BE PERMITTED.

12) NO ALUMINUM OF ANY TYPE SHALL BE ALLOWED IN

CONCRETE WORK UNLESS COATED TO PREVENT

ALUMINUM-CONCRETE REACTION.

13) MAXIMUM O.D. OF EMBEDDED CONDUIT SHALL BE NO

LARGER THAN 1/3 OF THE SLAB THICKNESS. NO CONDUIT

SHALL BE PLACED ABOVE THE WELDED WIRE FABRIC OR

REINFORCING IN SLABS-ON-GRADE.

14) MECHANICALLY VIBRATE CONCRETE EXCEPT THAT

SLABS-ON -GRADE NEED ONLY BE VIBRATED AROUND

EMBEDDED ITEMS.

15) DO NOT CAST UNEXPOSED WALL OR IN LENGTHS OVER

60'-0”. WAIT 48 HOURS BETWEEN ADJACENT POURS.

16) ALL CONSTRUCTION JOINTS BETWEEN ADJACENT

CONCRETE POURS SHALL BE KEYED. JOINTS MUST BE KEPT

FREE OF DIRT, DEBRIS, FROM OILS, ETC. TO ASSURE

PROPER BOND WITH ADJACENT POUR.

17) FLOOR TOLERANCES:

SURFACE TOLERANCE: CLASS B. (SEE ACI 301)

THICKNESS: PLUS 1”, MINUS ½” SLAB ON GRADE PLUS 1”,

MINUS ¼” STRUCTURAL AND COMPOSITE SLABS. REPLACE

ANY SLAB WITH A THICKNESS DEVIATION AS DIRECTED BY

THE EOR.

18) MAXIMUM FREE DROP OF ANY CONCRETE 6'-0 ”

19) ALL BAR DETAILING AND ACCESSORIES TO BE

FURNISHED SHALL CONFORM TO TYPICAL DETAILS AND

STANDARDS IN THE LATEST ACI STANDARD 315 DETAILING

MANUAL, EXCEPT AS OTHERWISE SHOWN, NOTED, OR

SPECIFIED.

20) CONCRETE EXPOSURE CLASS -

EXTERIOR WALLS, CURBS, AND FOOTINGS: F-2

EXTERIOR SLABS: A-2

INTERIOR SLABS, CURBS, AND HEATED AREAS NOT

EXPOSED TO MANURE: N

ALL CONCRETE EXPOSED TO MANURE OR SILAGE: A-1

STRUCTURAL STEEL

1) STRUCTURAL STEEL DETAILS, FABRICATION, AND

ERECTION SHALL CONFORM TO THE LATEST EDITION OF

THE AISC “STEEL CONSTRUCTION MANUAL” UNLESS

OTHERWISE SHOWN OR SPECIFIED.

2) HIGH STRENGTH BOLTS SHALL BE INSTALLED IN

ACCORDANCE WITH AISC “SPECIFICATIONS FOR

STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS”

LATEST EDITION. BOLTS ARE DESIGNED AS BEARING-TYPE

CONNECTIONS, UNLESS NOTED OTHERWISE.

3) USE TENSION CONTROL BOLTS WITH ALL HIGH

STRENGTH BOLTS REQUIRING FULLY TIGHTENED

CONDITIONS.

4) ALL WELDING SHALL BE DONE BY AWS CERTIFIED

WELDERS WITH EXPERIENCE AND CERTIFICATION IN THE

TYPES OF WELDING INDICATED. CERTIFICATES SHALL NOT

HAVE LAPSED DUE TO DISUSE FOR 6 MONTHS.

5) ALL WELDS TO BE E70XX ELECTRODES AND/OR 0.035”

SOLID WIRE.

6) FIELD CONNECTIONS SHALL BE WELDED OR BOLTED.

SHOP CONNECTIONS SHALL BE WELDED UNLESS

OTHERWISE INDICATED OR APPROVED. WELDS INDICATED

WITH A SHOP WELD SYMBOL MAY BE MADE IN THE FIELD

WITH THE APPROVAL OF THE EOR.

7) UNLESS NOTED OTHERWISE, ALL WELDS SHALL BE

CONTINUOUS 3/16” THROAT. ALL FULL AND/OR PARTIAL

PENETRATIONS WELDS SHALL BE FULLY DETAILED ON THE

SHOP DRAWINGS.

8) FABRICATOR SHALL SELECT AISC SIMPLE SHEAR

CONNECTIONS FOR STEEL BEAMS CAPABLE OF CARRYING

THE REACTION FORCE WHEN INDICATED OR 75% OF THE

TOTAL UNIFORM LOAD FOR THE GIVEN SIZE, SPAN, AND

GRADE OF BEAM, AS TABULATED IN THE AISC TABLES FOR

ALLOWABLE LOADS.

9) SIMPLE SHEAR CONNECTIONS SHALL BE STANDARD

DOUBLE ANGLE OR SINGLE SHEAR PLATES, UNLESS NOTED

OTHERWISE. SELECT CONNECTIONS FROM THE AISC,

SIMPLE SHEAR CONNECTIONS DESIGN AID, LATEST EDITION

WHENEVER POSSIBLE. ALL BOLTED CONNECTIONS SHALL

HAVE MINIMUM 2 BOLTS, UNLESS NOTED OTHERWISE.

10) SHOP PAINT STRUCTURAL STEEL WITH A STANDARD

PRIMER.

11) GROUT UNDER BEAM BERING PLATES AND COLUMN

BASE PLATES.

12) CUTS, HOLES, OPENINGS, ETC., REQUIRED IN

STRUCTURAL STEEL MEMBERS FOR THE WORK OF OTHER

TRADES SHALL BE SHOWN ON THE SHOP DRAWINGS.

BURNING HOLES AND CUTS IN THE FIELD SHALL NOT BE

PERMITTED., EXCEPT BY WRITTEN AUTHORIZATION FROM

THE EOR.

13) FURNISH AND INSTALL MISCELLANEOUS STEEL (CURBS,

HANGERS, EXPANSION JOINT ANGLES, STRUTS, ETC.) AS

CALLED FOR OR AS NECESSARY PER ARCHITECTURAL AND

MECHANICAL/ELECTRICAL DRAWINGS.

14) CAMBER BEAMS AS INDICATED ON THE DRAWINGS.

FABRICATE AND INSTALL BEAMS WITH NATURAL CAMBER

UPWARDS.

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INTERNATIONAL BUILDING CODE,

AMERICAN CONCRETE INSTITUTE,

AMERICAN INSTITUTE OF STEEL CONSTRUCTION,

NATIONAL FOREST PRODUCTS ASSOCIATION, NDS

2) LATERAL LOADS

WIND: WIND

SPEED 105 mph

EXPOSURE C

IMPORTANCE FACTOR Ls 1.00 GROUND ELEVATION FACTOR, Ke 1.00 TOPOGRAPHIC FACTOR, Kzt 1.00 WIND DIRECTIONAL FACTOR, Kd 0.85

GUST EFFECT FACTOR, 0.85

INTERNAL PRESSURE COEFFICIENT, VARIES

3) LIVE LOADS:

GROUND SNOW LOAD: 30 psf Pf 0.8 Ce Ct Ls Pg

SNOW DRIFT LOAD: ASCE-7

Ce 1.0 Ct 1.2 Is 1.0 ROOF LIVE LOAD (MINIMUM): 20 psf MECHANICAL: 10 psf SUSPENDED ROOF LOAD (MINIMUM): 10 psf

4) NET ALLOWABLE SOIL BEARING PRESSURES PER

GEOTECHNICAL REPORT DATED NOVEMBER 28, 2022: 3,000

PSF

5) CONCRETE STRENGTHS-MINIMUM 28 f'c 4,000 PSI (145 pcf DENSITY UNLESS NOTED OTHERWISE)

6) REINFORCING STEEL SHALL BE HIGH STRENGTH

NEW BILLET STEEL CONFORMING TO THE FOLLOWING:

DEFORMED BARS: ASTM A615,

GR. 60 (UNLESS NOTED OTHERWISE)

WELDABLE REINFORCING: ASTM A706, GR. 60

PLAIN BARS: ASTM A82

WELDED WIRE FABRIC: ASTM A185

EPOXY COATING: ASTM A775

7) STRUCTURAL STEEL

W-SHAPES: ASTM A992

OTHER ROLLED SHAPES AND

CONNECTION MATERIAL: ASTM A992

STIFFENER PLATES: ASTM A36

ANCHOR BOLTS: ASTM A307

(MINIMUM)

HIGH STRENGTH BOLTS A325/A490

PIPE: ASTM

A53, GR. B

STRUCTURAL TUBES: ASTM A500, GR. B

SPECIAL INSPECTION REQUIREMENTS

1) THE FOLLOWING TYPES OF WORK REQUIRE SPECIAL

INSPECTION BASED ON SECTION 1701 OF THE

INTERNATIONAL BUILDING CODE. THE OWNER WILL EMPLOY

SPECIAL INSPECTIONS WHO SHALL PROVIDE SPECIAL

INSPECTIONS DURING:

a. EARTH WORK

b. CAST-IN-PLACE CONCRETE

c. STRUCTURAL STEEL

d. POST INSTALLATION

GENERAL NOTES

1) ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS

FOR MECHANICAL, ELECTRICAL, AND PLUMBING WITH

APPROPRIATE TRADE CONTRACTORS. OPENING SIZES AND

LOCATIONS SHOWN FOR DUCTS, PIPES, INSERTS, ETC.,

WHEN SHOWN ARE FOR GENERAL INFORMATION ONLY AND

SHALL BE VERIFIED PRIOR TO FORMING.

2) BEFORE SUBMITTING A PROPOSAL FOR THIS WORK,

EACH BIDDER SHALL VISIT THE PREMISES AND ACQUAINT

THEMSELVES FULLY WITH THE EXISTING CONDITIONS,

TEMPORARY CONSTRUCTION REQUIRED, QUANTITIES AND

TYPES OF EQUIPMENT, ETC. THE BID SHALL INCLUDE ALL

SUMS REQUIRED TO DO THE WORK WITHIN THE EXISTING

CONDITIONS.

3) SHOP DRAWINGS PREPARED BY SUPPLIERS,

SUBCONTRACTORS, ETC. SHALL BE REVIEWED AND

COORDINATED PRIOR TO SUBMITTING TO THE ENGINEER.

EACH SHOP DRAWING SUBMITTED SHALL BE STAMPED,

INITIALED, AND DATED AS BEING REVIEWED BY THE

CONSTRUCTION MANAGER/GENERAL CONTRACTOR.

4) SHOP DRAWINGS PREPARED BY THE

SUBCONTRACTORS, SUPPLIERS, ETC. SHALL BE REVIEWED

BY THE ENGINEER FOR CONFORMANCE WITH DESIGN

CONCEPT ONLY. REVIEW BY THE ENGINEER SHALL NOT

BEGIN WITHOUT THE PRIOR COORDINATION AND REVIEW BY

THE CONSTRUCTION MANAGER/GENERAL CONTRACTOR.

WORK SHALL NOT BEGIN WITHOUT THE REVIEW BY THE

ARCHITECT.

5) DETAILS AND NOTES ON THE STRUCTURAL

DRAWINGS ARE INTENDED TO BE TYPICAL FOR SIMILAR

SITUATIONS ELSEWHERE. VERIFY ALL DIMENSIONS WITH

THE ARCHITECTURAL DRAWINGS. DO NOT SCALE

DRAWINGS; USE DIMENSIONS PROVIDED ONLY.

6) THE COST OF ADDITIONAL DESIGN WORK DUE TO

ERRORS OR OMISSIONS IN CONSTRUCTION SHALL BE

BORNE BY THE…