20250418_-_CVG_IREP_DWG_TOWERS_IFB_PACKAGE.pdf
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- Furnish & Install Equipment - Industrial HVAC Rehabilitation & Efficiency Program - Phase I
- Solicitation number
- 25-027-ITB
- Issued by
- Kenton County, Kentucky
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Project No:
1203 Main Street, Suite 4 Cincinnati, OH 45202
O: 513.409.2338 www.kpff.com
Consulting
EngineersO W
N E
R S
H
IP
O F
I N
S T
R U
M E
N T
S O
F S
E R
V
IC
E
A ll re p o rt s p la n s s p e c ifi c a tio n s c o m p u te r fil e s fie ld d a ta n o te s a n d o th e r d o c u m e n ts a n d in s tr u m e n ts p re p a re d b y t h e C o n s u lt a n t a s in s tr u m e n ts o f s e rv ic e s h a ll re m a in th e p ro p e rt y o f th e C o n s u lt a n t.
T h e C o n s u lt a n t s h a ll re ta in a ll c o m m o n l a w s ta tu to ry a n d o th e r re s e rv e d r ig h ts in c lu d in g w ith o u t lim ita tio n th e c o p y ri g h t th e re to
THIS DRAWING IS INTENDED TO BE PRINTED AT 30"X42"
SCALE:
DATE:
PROJECT NUMBER:
DRAWN BY: CHECKED BY:
WWW.KLHENGRS.COM
MECHANICAL/ELECTRICAL ENGINEERS
LEXINGTON, KENTUCKY
LOUISVILLE, KENTUCKY
COLUMBUS, OHIO
1538 ALEXANDRIA PIKE, SUITE 11
FT. THOMAS, KENTUCKY 41075
800-354-9783 859-442-8050
859-442-8058 FAX
KOHRS LONNEMANN HEIL ENGINEERS, INC.
P R
O J E
C T
A D
D R
E S
S
P R
O J E
C T
T
IT
L E
FOR KENTON COUNTY AIRPORT BOARD AT
CINCINNATI/NORTHERN KENTUCKY INTERNATIONAL AIRPORT
MEP ENGINEER
KLH ENGINEERS
1538 ALEXANDRIA PIKE
SUITE 11
FORT THOMAS, KY 41075
CONTACT: CHRIS MEHAFFIE, PE
PHONE: (859)-442-8050
EMAIL: CMEHAFFIE@KLHENGRS.COM
OWNER
CINCINNATI/NORTHERN KENTUCKY
INTERNATIONAL AIRPORT
PO BOX 752000
CINCINNATI, OH 45275-200C
CONTACT: THAD FOGLE
PHONE: (859) 743-5978
EMAIL: TFOGLE@CVGAIRPORT.COM
2400430
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V G
R
.r v t
COOLING TOWER REPLACEMENT
PROJECT
COOLING TOWER PROJECT
COVER SHEET
C V
G I
N D
U S
T R
IA
L
R E
H A
B
IL
IT
A
T
IO
N A
N D
E F
F
IC
IE
N
C Y
P R
O G
R A
M
C O
O L
IN
G
T O
W E
R R
E P
L A
C E
M E
N T
P R
O J E
C T
T e rm in a l D r H e b ro n
K Y
C-G0-001
KLH PROJECT # 26944
04/18/25
26944.00
DS KTS
DRAWING INDEX - COOLING TOWER
SHEET NUMBER SHEET NAME CURRENT REVISION ISSUED CURRENT REVISION DATE CURRENT REVISION DESCRIPTION
C-G0-001 COOLING TOWER PROJECT COVER SHEET No 04/18/25 ISSUE FOR BID
C-T-A1-101 ARCHITECTURAL - TERMINAL MECHANICAL BASEMENT PLANS AND DETAILS No 04/18/25 ISSUE FOR BID
C-O-S2-001 GENERAL NOTES AND DESIGN CRITERIA No 04/18/25 ISSUE FOR BID
C-O-S2-002 SPECIAL INSPECTIONS AND QUALITY ASSURANCES No 04/18/25 ISSUE FOR BID
C-O-S2-501 SECTIONS AND DETAILS No 04/18/25 ISSUE FOR BID
C-T-S2-101 TERMINAL COOLING TOWERS FRAMING PLAN No 04/18/25 ISSUE FOR BID
C-B-S2-102 CONCOURSE B COOLING TOWERS FRAMING PLAN No 04/18/25 ISSUE FOR BID
C-T-M1-001 MECHANICAL TERMINAL COVER SHEET No 04/18/25 ISSUE FOR BID
H-T-M1-001 MECHANICAL TERMINAL COVER SHEET No 04/18/25 ISSUE FOR BID
H-T-M1-100 MECHANICAL DEMOLITION TERMINAL - BASEMENT LEVEL PLAN No 04/18/25 ISSUE FOR BID
C-T-M1-101 MECHANICAL DEMOLITION TERMINAL - BAGGAGE CLAIM LEVEL PLAN No 04/18/25 ISSUE FOR BID
C-T-M1-601 MECHANICAL DEMOLITION TERMINAL COOLING TOWER No 04/18/25 ISSUE FOR BID
H-T-M3-100 MECHANICAL TERMINAL - BASEMENT LEVEL PLAN No 04/18/25 ISSUE FOR BID
C-T-M3-101 MECHANICAL TERMINAL - BAGGAGE CLAIM LEVEL PLAN No 04/18/25 ISSUE FOR BID
C-T-M3-201 MECHANICAL TERMINAL - TOWER ISOMETRIC VIEWS No 04/18/25 ISSUE FOR BID
C-T-M3-601 MECHANICAL TERMINAL SCHEDULES No 04/18/25 ISSUE FOR BID
C-T-M3-604 MECHANICAL TERMINAL COOLING TOWER No 04/18/25 ISSUE FOR BID
C-T-M3-605 MECHANICAL TERMINAL COOLING TOWER No 04/18/25 ISSUE FOR BID
H-T-M3-601 MECHANICAL TERMINAL CHILLERS No 04/18/25 ISSUE FOR BID
H-T-M3-602 MECHANICAL TERMINAL CHILLERS No 04/18/25 ISSUE FOR BID
H-T-M3-603 MECHANICAL TERMINAL CHILLERS No 04/18/25 ISSUE FOR BID
C-B-M1-001 MECHANICAL CONCOURSE B COVER SHEET No 04/18/25 ISSUE FOR BID
H-B-M1-001 MECHANICAL CONCOURSE B COVER SHEET No 04/18/25 ISSUE FOR BID
H-B-M1-100 MECHANICAL DEMOLITION CONCOURSE B - BASEMENT LEVEL PLAN No 04/18/25 ISSUE FOR BID
C-B-M1-103 MECHANICAL DEMOLITION CONCOURSE B - CLUB LEVEL PLAN No 04/18/25 ISSUE FOR BID
C-B-M1-601 MECHANICAL DEMOLITION CONCOURSE B COOLING TOWER No 04/18/25 ISSUE FOR BID
H-B-M3-100 MECHANICAL CONCOURSE B - BASEMENT LEVEL PLAN No 04/18/25 ISSUE FOR BID
C-B-M3-103 MECHANICAL NEW WORK CONCOURSE B - CLUB LEVEL PLAN No 04/18/25 ISSUE FOR BID
C-B-M3-201 MECHANICAL CONCOURSE B - TOWER ISOMETRIC VIEWS No 04/18/25 ISSUE FOR BID
C-B-M3-601 MECHANICAL CONCOURSE B SCHEDULES No 04/18/25 ISSUE FOR BID
C-B-M3-603 MECHANICAL CONCOURSE B COOLING TOWER No 04/18/25 ISSUE FOR BID
C-B-M3-604 MECHANICAL CONCOURSE B COOLING TOWER No 04/18/25 ISSUE FOR BID
C-B-E0-000 ELECTRIC GENERAL INFORMATION No 04/18/25 ISSUE FOR BID
H-T-E1-100 ELECTRIC DEMOLITION TERMINAL - BASEMENT LEVEL PLAN No 04/18/25 ISSUE FOR BID
C-T-E1-101 ELECTRIC DEMOLITION TERMINAL - COOLING TOWERS PLAN No 04/18/25 ISSUE FOR BID
H-T-E4-100 ELECTRIC POWER TERMINAL - BASEMENT LEVEL PLAN No 04/18/25 ISSUE FOR BID
C-T-E4-101 ELECTRIC POWER TERMINAL - COOLING TOWERS PLAN No 04/18/25 ISSUE FOR BID
C-T-E4-700 ELECTRIC POWER TERMINAL - PANEL SCHEDULES No 04/18/25 ISSUE FOR BID
H-B-E1-100 ELECTRIC DEMOLITION CONCOURSE B - BASEMENT LEVEL PLAN No 04/18/25 ISSUE FOR BID
C-B-E1-103 ELECTRIC DEMOLITION CONCOURSE B - COOLING TOWERS PLAN No 04/18/25 ISSUE FOR BID
H-B-E4-100 ELECTRIC POWER CONCOURSE B - BASEMENT LEVEL PLAN No 04/18/25 ISSUE FOR BID
C-B-E4-103 ELECTRIC POWER CONCOURSE B - COOLING TOWERS PLAN No 04/18/25 ISSUE FOR BID
C-B-E4-700 ELECTRIC POWER CONCOURSE B - PANEL SCHEDULES No 04/18/25 ISSUE FOR BID
REVISIONS
# DATE DESCRIPTION
D 04/18/25 ISSUE FOR BID
Project No:
1203 Main Street, Suite 4 Cincinnati, OH 45202
O: 513.409.2338 www.kpff.com
Consulting
EngineersO W
N E
R S
H
IP
O F
I N
S T
R U
M E
N T
S O
F S
E R
V
IC
E
A ll re p o rt s p la n s s p e c ifi c a tio n s c o m p u te r fil e s fie ld d a ta n o te s a n d o th e r d o c u m e n ts a n d in s tr u m e n ts p re p a re d b y t h e C o n s u lt a n t a s in s tr u m e n ts o f s e rv ic e s h a ll re m p ro p e rt y o f th e C o n s u lt a n t.
T h e C o n s u lt a n t s h a ll re ta in a ll c o m m o n l a w s ta tu to ry a n d o th e r re s e rv e d r ig h ts in c lu d in g w ith o u t lim ita tio n th e c o p y ri g h t th e re to
THIS DRAWING IS INTENDED TO BE PRINTED AT 30"X42"
SCALE:
DATE:
PROJECT NUMBER:
DRAWN BY: CHECKED BY:
WWW.KLHENGRS.COM
MECHANICAL/ELECTRICAL ENGINEERS
LEXINGTON, KENTUCKY
LOUISVILLE, KENTUCKY
COLUMBUS, OHIO
1538 ALEXANDRIA PIKE, SUITE 11
FT. THOMAS, KENTUCKY 41075
800-354-9783 859-442-8050
859-442-8058 FAX
KOHRS LONNEMANN HEIL ENGINEERS, INC.
P R
O J E
C T
A D
D R
E S
S
P R
O J E
C T
T
IT
L E
FOR KENTON COUNTY AIRPORT BOARD AT
CINCINNATI/NORTHERN KENTUCKY INTERNATIONAL AIRPORT
MEP ENGINEER
KLH ENGINEERS
1538 ALEXANDRIA PIKE
SUITE 11
FORT THOMAS, KY 41075
CONTACT: CHRIS MEHAFFIE, PE
PHONE: (859)-442-8050
EMAIL: CMEHAFFIE@KLHENGRS.COM
OWNER
CINCINNATI/NORTHERN KENTUCKY
INTERNATIONAL AIRPORT
PO BOX 752000
CINCINNATI, OH 45275-200C
CONTACT: THAD FOGLE
PHONE: (859) 743-5978
EMAIL: TFOGLE@CVGAIRPORT.COM
2400430
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H -C
V G
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.r v t
COOLING TOWER REPLACEMENT
PROJECT
COOLING TOWER PROJECT
COVER SHEET
C V
G I
N D
U S
T R
IA
L
R E
H A
B
IL
IT
A
T
IO
N A
N D
E F
F
IC
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N
C Y
P R
O G
R A
M
C O
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IN
G
T O
W E
R R
E P
L A
C E
M E
N T
P R
O J E
C T
T e rm in a l D r H e b ro n
K Y
C-G0-001
KLH PROJECT # 26944
04/18/25
26944.00
DS KTS
DRAWING INDEX - COOLING TOWER
SHEET NUMBER SHEET NAME CURRENT REVISION ISSUED CURRENT REVISION DATE CURRENT REVISION DESCRIPTION
C-G0-001 COOLING TOWER PROJECT COVER SHEET No 04/18/25 ISSUE FOR BID
C-T-A1-101 ARCHITECTURAL - TERMINAL MECHANICAL BASEMENT PLANS AND DETAILS No 04/18/25 ISSUE FOR BID
C-O-S2-001 GENERAL NOTES AND DESIGN CRITERIA No 04/18/25 ISSUE FOR BID
C-O-S2-002 SPECIAL INSPECTIONS AND QUALITY ASSURANCES No 04/18/25 ISSUE FOR BID
C-O-S2-501 SECTIONS AND DETAILS No 04/18/25 ISSUE FOR BID
C-T-S2-101 TERMINAL COOLING TOWERS FRAMING PLAN No 04/18/25 ISSUE FOR BID
C-B-S2-102 CONCOURSE B COOLING TOWERS FRAMING PLAN No 04/18/25 ISSUE FOR BID
C-T-M1-001 MECHANICAL TERMINAL COVER SHEET No 04/18/25 ISSUE FOR BID
H-T-M1-001 MECHANICAL TERMINAL COVER SHEET No 04/18/25 ISSUE FOR BID
H-T-M1-100 MECHANICAL DEMOLITION TERMINAL - BASEMENT LEVEL PLAN No 04/18/25 ISSUE FOR BID
C-T-M1-101 MECHANICAL DEMOLITION TERMINAL - BAGGAGE CLAIM LEVEL PLAN No 04/18/25 ISSUE FOR BID
C-T-M1-601 MECHANICAL DEMOLITION TERMINAL COOLING TOWER No 04/18/25 ISSUE FOR BID
H-T-M3-100 MECHANICAL TERMINAL - BASEMENT LEVEL PLAN No 04/18/25 ISSUE FOR BID
C-T-M3-101 MECHANICAL TERMINAL - BAGGAGE CLAIM LEVEL PLAN No 04/18/25 ISSUE FOR BID
C-T-M3-201 MECHANICAL TERMINAL - TOWER ISOMETRIC VIEWS No 04/18/25 ISSUE FOR BID
C-T-M3-601 MECHANICAL TERMINAL SCHEDULES No 04/18/25 ISSUE FOR BID
C-T-M3-604 MECHANICAL TERMINAL COOLING TOWER No 04/18/25 ISSUE FOR BID
C-T-M3-605 MECHANICAL TERMINAL COOLING TOWER No 04/18/25 ISSUE FOR BID
H-T-M3-601 MECHANICAL TERMINAL CHILLERS No 04/18/25 ISSUE FOR BID
H-T-M3-602 MECHANICAL TERMINAL CHILLERS No 04/18/25 ISSUE FOR BID
H-T-M3-603 MECHANICAL TERMINAL CHILLERS No 04/18/25 ISSUE FOR BID
C-B-M1-001 MECHANICAL CONCOURSE B COVER SHEET No 04/18/25 ISSUE FOR BID
H-B-M1-001 MECHANICAL CONCOURSE B COVER SHEET No 04/18/25 ISSUE FOR BID
H-B-M1-100 MECHANICAL DEMOLITION CONCOURSE B - BASEMENT LEVEL PLAN No 04/18/25 ISSUE FOR BID
C-B-M1-103 MECHANICAL DEMOLITION CONCOURSE B - CLUB LEVEL PLAN No 04/18/25 ISSUE FOR BID
C-B-M1-601 MECHANICAL DEMOLITION CONCOURSE B COOLING TOWER No 04/18/25 ISSUE FOR BID
H-B-M3-100 MECHANICAL CONCOURSE B - BASEMENT LEVEL PLAN No 04/18/25 ISSUE FOR BID
C-B-M3-103 MECHANICAL NEW WORK CONCOURSE B - CLUB LEVEL PLAN No 04/18/25 ISSUE FOR BID
C-B-M3-201 MECHANICAL CONCOURSE B - TOWER ISOMETRIC VIEWS No 04/18/25 ISSUE FOR BID
C-B-M3-601 MECHANICAL CONCOURSE B SCHEDULES No 04/18/25 ISSUE FOR BID
C-B-M3-603 MECHANICAL CONCOURSE B COOLING TOWER No 04/18/25 ISSUE FOR BID
C-B-M3-604 MECHANICAL CONCOURSE B COOLING TOWER No 04/18/25 ISSUE FOR BID
C-B-E0-000 ELECTRIC GENERAL INFORMATION No 04/18/25 ISSUE FOR BID
H-T-E1-100 ELECTRIC DEMOLITION TERMINAL - BASEMENT LEVEL PLAN No 04/18/25 ISSUE FOR BID
C-T-E1-101 ELECTRIC DEMOLITION TERMINAL - COOLING TOWERS PLAN No 04/18/25 ISSUE FOR BID
H-T-E4-100 ELECTRIC POWER TERMINAL - BASEMENT LEVEL PLAN No 04/18/25 ISSUE FOR BID
C-T-E4-101 ELECTRIC POWER TERMINAL - COOLING TOWERS PLAN No 04/18/25 ISSUE FOR BID
C-T-E4-700 ELECTRIC POWER TERMINAL - PANEL SCHEDULES No 04/18/25 ISSUE FOR BID
H-B-E1-100 ELECTRIC DEMOLITION CONCOURSE B - BASEMENT LEVEL PLAN No 04/18/25 ISSUE FOR BID
C-B-E1-103 ELECTRIC DEMOLITION CONCOURSE B - COOLING TOWERS PLAN No 04/18/25 ISSUE FOR BID
H-B-E4-100 ELECTRIC POWER CONCOURSE B - BASEMENT LEVEL PLAN No 04/18/25 ISSUE FOR BID
C-B-E4-103 ELECTRIC POWER CONCOURSE B - COOLING TOWERS PLAN No 04/18/25 ISSUE FOR BID
C-B-E4-700 ELECTRIC POWER CONCOURSE B - PANEL SCHEDULES No 04/18/25 ISSUE FOR BID
REVISIONS
# DATE DESCRIPTION
D 04/18/25 ISSUE FOR BID
L
M
L.9
L.4
K.5
14.6 14.8 15.2 15.4
C-T-A1-101
C-T-A1-101C-T-A1-101
C-T-A1-101
BASEMENT
MAIN TERMINAL
N
15.2
E X
IS
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P E
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T R
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IN
Project No:
1203 Main Street, Suite 4 Cincinnati, OH 45202
O: 513.409.2338 www.kpff.com
Consulting
EngineersO W
N E
R S
H
IP
O F
I N
S T
R U
M E
N T
S O
F S
E R
V
IC
E A ll re p o rt s p la n s s p e c ifi c a ti o n s c o m p u te r fi le s fie ld d a ta n o te s a n d o th e r d o c u m e n ts a n d in s tr u m e n ts p re p a re d b y t h e C o n s u lt a n t a s in s tr u m e n ts o f s e rv ic e s h a ll re m p ro p e rt y o f th e C o n s u lt a n t.
T h e C o n s u lt a n t s h a ll re ta in a ll c o m m o n l a w s ta tu to ry a n d o th e r re s e rv e d r ig h ts in c lu d in g w it h o u t lim it a ti o n th e c o p y ri g h t th e re to
THIS DRAWING IS INTENDED TO BE PRINTED AT 30"X42"
SCALE:
DATE:
PROJECT NUMBER:
DRAWN BY: CHECKED BY:
WWW.KLHENGRS.COM
MECHANICAL/ELECTRICAL ENGINEERS
LEXINGTON, KENTUCKY
LOUISVILLE, KENTUCKY
COLUMBUS, OHIO
1538 ALEXANDRIA PIKE, SUITE 11
FT. THOMAS, KENTUCKY 41075
800-354-9783 859-442-8050
859-442-8058 FAX
KOHRS LONNEMANN HEIL ENGINEERS, INC.
2400430
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As indicated
ARCHITECTURAL - TERMINAL
MECHANICAL BASEMENT
PLANS AND DETAILS
C-T-A1-101
KLH PROJECT # 26944
04/18/2025
26944.00
MH DH
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0' 12'8'4'2'3/16" = 1'-0"
COOLING TOWER EAST
0' 6" 1 1/2'1'1 1/2" = 1'-0"
TYPICAL PIPE PENTRATION
0' 6" 1 1/2'1'1 1/2" = 1'-0"
PIPE PENETRATION ELEVATION DETAIL
Keynote Legend
Key Value Keynote Text
240 SELF-ADHERING MODIFIED BITUMEN
SHEET WATERPROOFING
MEMBRANE. COORDINATE OVERLAP
OF NEW WATERPROOF BARRIER
PRODUCT AND EXISTING
WATERPROOF BARRIER WITH
MANUFACTURER. VERIFY
COMPATIBILITY OF SPECIFIED
PRODUCT WITH EXISTING SYSTEM
AFTER EXCAVATION.
241 DRAINAGE PROTECTION BOARD.
242 GROUT INFILL.
243 NEW PIPE.
244 EXISTING WALL PENETRATION.
245 GRAVEL BACKFILL TO MATCH
EXISTING.
247 CONTINUOUS SEALANT AROUND
FULL PERIMETER OF PIPE AT WALL
PENETRATION.
REVISIONS
# DATE DESCRIPTION
D 04/18/25 ISSUE FOR BID
I
S
EAN M. BOGAR
T
R
EG STER
DNO.
COMMONWEALTH
OFK
N U C K
RC H T CT
Y
I E
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A E bogarts Date 04/17/2025
DESIGN LOADS AND CRITERIA
ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE INTERNATIONAL
BUILDING CODE (IBC), 2015 EDITION, AS AMENDED BY THE CITY OF HEBRON.
SNOW LOADS
THE FOLLOWING SNOW LOAD FACTORS WERE DETERMINED USING ASCE 7 CHAPTER 7 IN ACCORDANCE
WITH IBC SECTION 1608.
Pg = 20 PSF Ce = 1.0 Is = 1.1 Ct = 1.2 Pf = 18.5 PSF
WIND LOADS
THE FOLLOWING WIND LOAD FACTORS WERE DETERMINED USING ASCE 7 CHAPTERS 26-31 IN
ACCORDANCE WITH IBC SECTION 1609.
ULTIMATE DESIGN WIND SPEED (Vult): 115 MPH NOMINAL DESIGN WIND SPEED (Vasd): 89 MPH
RISK CATEGORY: III
WIND EXPOSURE CATEGORY: B
UNLESS NOTED OTHERWISE, COMPONENT AND CLADDING DESIGN WIND PRESSURES SHALL BE
DETERMINED USING ASCE 7 CHAPTER 30 BY THE REGISTERED PROFESSIONAL ENGINEER LICENSED IN
THE PROJECT STATE WHO IS RESPONSIBLE FOR THE DESIGN OF SUCH ELEMENTS.
SEISMIC LOADS
THE FOLLOWING SEISMIC LOAD FACTORS WERE DETERMINED USING ASCE 7 CHAPTERS 11-23 IN
ACCORDANCE WITH IBC SECTION 1613.
SEISMIC DESIGN CATEGORY: B
RISK CATEGORY: III
IMPORTANCE FACTOR (Ie): 1.3
SITE CLASS: D
Ss = 0.146 g Sds = 0.155 g S1 = 0.08 g Sd1 = 0.128 g
ANALYSIS PROCEDURE:
ASCE 7-10: CHAPTER 13
R = 3
1) GENERAL NOTES
a) SUBMITTALS
i) SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO ANY FABRICATION OR
CONSTRUCTION FOR ALL STRUCTURAL ITEMS, INCLUDING THE FOLLOWING: STRUCTURAL
STEEL
ii) IF THE SHOP DRAWINGS DIFFER FROM OR ADD TO THE DESIGN OF THE STRUCTURAL
DRAWINGS, THEY SHALL BEAR THE SEAL AND SIGNATURE OF THE REGISTERED PROFESSIONAL
ENGINEER LICENSED IN THE PROJECT STATE WHO IS RESPONSIBLE FOR THE DESIGN.
b) COMPONENTS DESIGNED BY OTHERS (DEFERRED SUBMITTALS)
i) PER IBC SECTION 107.3.4.1, DRAWINGS AND CALCULATIONS FOR THE DESIGN AND
FABRICATION OF THE ITEMS THAT ARE DESIGNED BY OTHERS SHALL BEAR THE SEAL AND
SIGNATURE OF THE REGISTERED PROFESSIONAL ENGINEER LICENSED IN THE PROJECT STATE
WHO IS RESPONSIBLE FOR THE DESIGN AND SHALL BE SUBMITTED TO THE ARCHITECT AND
THE BUILDING DEPARTMENT FOR REVIEW PRIOR TO FABRICATION.
ii) DEFERRED SUBMITTALS INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING:
(1) EQUIPMENT ANCHORAGE
(2) SEISMIC DESIGN OF NONSTRUCTURAL COMPONENTS
(3) UNISTRUT
c) NONSTRUCTURAL COMPONENTS
i) DESIGN, DETAILING, AND ANCHORAGE OF ALL NONSTRUCTURAL COMPONENTS SHALL BE IN
ACCORDANCE WITH IBC SECTION 1613, ASCE 7 CHAPTER 13, AND THE PROJECT
SPECIFICATIONS. NONSTRUCTURAL COMPONENTS DESIGNED BY OTHERS SHALL NOT INDUCE
TORSIONAL LOADING INTO SUPPORTING STEEL STRUCTURAL MEMBERS WITHOUT ADDITIONAL
BRACING OF THOSE MEMBERS TO ELIMINATE TORSIONAL FORCES. TORSIONAL BRACING
SHALL BE DESIGNED BY THE NONSTRUCTURAL COMPONENT DESIGNER AND APPROVED BY THE
ENGINEER.
ii) DESIGN, DETAILING, AND CONSTRUCTION OF ALL NONSTRUCTURAL COMPONENTS WHICH
ATTACH TO STRUCTURE SHALL ACCOMMODATE CONSTRUCTION TOLERANCES AS
ESTABLISHED BY SPECIFICATIONS.
d) SPECIAL INSPECTIONS PER IBC CHAPTER 17 SHALL BE PERFORMED BY AN APPROVED TESTING
AGENCY AS INDICATED IN THE STATEMENT OF SPECIAL INSPECTIONS AND TESTING. ALL
PREPARED SOIL-BEARING SURFACES SHALL BE INSPECTED BY THE GEOTECHNICAL ENGINEER
PRIOR TO PLACEMENT OF REINFORCING STEEL. SOIL COMPACTION SHALL BE SUPERVISED BY AN
APPROVED TESTING AGENCY OR GEOTECHNICAL ENGINEER.
e) ALL FRAMING MEMBERS SHALL BE EQUALLY SPACED BETWEEN GRID LINES, COLUMNS, AND
DIMENSIONED FRAMING UNLESS NOTED OTHERWISE.
2) FOUNDATIONS
a) THE FOUNDATION DESIGN VALUES ARE BASED ON ALLOWABLE PRESUMPTIVE VALUES IN CHAPTER 18 OF THE BUILDING CODE. SPECIAL INSPECTOR TO CONFIRM THAT SOILS ENCOUNTERED IN THE
FIELD ARE CONSISTENT WITH THESE ASSUMPTIONS AND THAT THEY ARE PROPERLY PREPARED
AND COMPACTED TO RECEIVE FOUNDATIONS SHOWN HEREIN.
b) THE CONTRACTOR SHALL THOROUGHLY FAMILIARIZE THEMSELVES WITH THE FINDINGS AND
RECOMMENDATIONS OF THE BUILDING CODE AND SHALL PERFORM ALL EARTHWORK OPERATIONS
AND FOUNDATION INSTALLATION OPERATIONS IN ACCORDANCE WITH THESE
RECOMMENDATIONS.
c) THE OWNER WILL RETAIN A QUALIFIED GEOTECHNICAL ENGINEER TO INSPECT ALL BEARING
SURFACES AND EARTHWORK OPERATIONS.
d) SITE PREPARATION ACTIVITIES WITHIN THE BUILDING LIMITS AND EXTENDING 10 FEET BEYOND SHALL BE MONITORED AND VERIFIED BY A REGISTERED GEOTECHNICAL ENGINEER LICENSED IN
THE PROJECT STATE. THE GEOTECHNICAL ENGINEER SHALL VERIFY THAT ACTUAL SITE
CONDITIONS ARE CONSISTENT WITH THE GEOTECHNICAL REPORT, THAT FILL PLACEMENT AND
COMPACTION, UNDERCUTTING, PROOFROLLING, SCARIFICATION, ETC., IS IN GENERAL
CONFORMANCE WITH THE BUILDING CODE AND THAT THE DESIGN PARAMETERS ARE OBTAINED.
e) ENGINEERED FILL & BACKFILL SHALL BE PLACED AND COMPACTED ACCORDING TO THE
RECOMMENDATIONS OF THE BUILDING CODE.
f) SLAB ON GRADE SUPPORT SHALL BEAR ON PROPERLY COMPACTED ENGINEERED FILL PER THE
GEOTECHNICAL REPORT AND TYPICAL DETAILS IN THE CONSTRUCTION DOCUMENTS.
g) THE DESIGN ADEQUACY AND SAFETY OF TEMPORARY RETAINING STRUCTURES, SHORING OF
TRENCHES, ETC., REQUIRED TO CONSTRUCT THE FOUNDATION SYSTEM IS THE SOLE
RESPONSIBILITY OF THE CONTRACTOR.
h) CONTRACTOR TO PROVIDE FOR DESIGN AND INSTALLATION OF ALL CRIBBING, SHEATHING, AND
SHORING REQUIRED AND SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION PROCEDURES
INCLUDING LAGGING, SHORING, AND PROTECTION OF ADJACENT PROPERTY, STRUCTURES,
STREETS, AND UTILITIES IN ACCORDANCE WITH ALL NATIONAL, STATE, AND LOCAL SAFETY
ORDINANCES.
i) CONTRACTOR TO PROVIDE FOR DE-WATERING OF EXCAVATIONS FROM SURFACE WATER, GROUND
WATER, AND/OR SEEPAGE.
3) CAST-IN-PLACE CONCRETE
a) CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF IBC CHAPTER 19 AND ACI 318.
b) CONCRETE MIXTURES
i) NORMAL WEIGHT CONCRETE MIXTURES SHALL CONFORM TO THE FOLLOWING REQUIREMENTS:
CONCRETE MIXTURES
f’c
(PSI)
TEST AGE
(DAYS) EXPOSURE CLASS USE
4,500 28 F2 S0 W0 C1 SLAB-ON-GRADE, SLAB ON METAL
DECK, CURBS, PADS
ii) CONCRETE MIXTURES SHALL CONFORM TO THE MOST STRINGENT REQUIREMENTS FOR
EXPOSURE CLASSES SPECIFIED IN THE TABLE ABOVE AND ACI 318 TABLE 19.3.2.1.
iii) WATER-REDUCING ADMIXTURES MAY BE INCORPORATED IN CONCRETE MIX DESIGNS BUT
SHALL CONFORM TO ASTM C494 AND BE USED IN STRICT ACCORDANCE WITH THE
MANUFACTURER’S RECOMMENDATIONS. CaCl2 OR OTHER WATER-SOLUBLE CHLORIDE
ADMIXTURES SHALL NOT BE USED.
iv) WATER/CEMENTITIOUS MATERIALS RATIO SHALL BE MEASURED BY WEIGHT AND SHALL BE
BASED ON TOTAL CEMENTITIOUS MATERIAL. WATER/CEMENTITIOUS MATERIALS RATIO AND
WATER CONTENT SHALL BE DETERMINED BY THE SUPPLIER BASED ON STRENGTH
REQUIREMENTS AND SHALL NOT EXCEED THE MAXIMUM WATER/CEMENTITIOUS MATERIAL
RATIO AND/OR WATER CONTENT IF SHOWN ABOVE OR IN ACI 318 TABLE 19.3.2.1 FOR THE
EXPOSURE CLASSES LISTED.
v) FIELD-MEASURED SLUMP SHALL CONFORM TO THE SUBMITTED CONCRETE MIX DESIGN.
TOLERANCE OF SLUMP SHALL CONFORM TO ASTM C94.
vi) ALL CONCRETE SUBJECT TO EXPOSURE CLASSES F1, F2, OR F3 SHALL BE AIR ENTRAINED. AIR-
ENTRAINING AGENTS SHALL CONFORM TO ASTM C260. THE AMOUNT OF ENTRAINED AIR
SHALL BE ACCORDING TO ACI 318 TABLE 19.3.3.1 WITH A FIELD TOLERANCE OF ±1.5
PERCENT BY VOLUME. THE AMOUNT OF ENTRAINED AIR SHALL BE MEASURED IN THE FIELD AT
THE DISCHARGE FROM THE TRUCK.
vii) MAXIMUM CONCRETE SLUMP SHALL BE 4” WITHOUT A HIGH-RANGE WATER REDUCING
ADMIXTURE (HRWR) OR 8” WITH A HRWR ADMIXTURE AT POINT OR DEPOSIT. SIZE OF
AGGREGATE AND GRADATION SHALL CONFORM TO ASTM C33 FOR NORMAL WEIGHT
CONCRETE. THE COMBINED TOTAL MASS PERCENT OF DELETERIOUS SUBSTANCES,
INCLUDING, BUT NOT LIMITED TO, COAL AND LIGNITE, FOR BOTH COARSE AND FINE
AGGREGATES SHALL BE LIMITED TO 0.5% AS DETERMINED BY ASTM C123.
viii) PORTLAND CEMENT SHALL CONFORM TO ASTM C150, TYPE I/II FOR ALL CONCRETE.
ix) AGGREGATE FOR LIGHTWEIGHT (115 PCF) CONCRETE SHALL BE EXPANDED SHALE
CONFORMING TO ASTM A330 AND PROJECT SPECIFICATIONS.
c) MEASURING, MIXING, TRANSPORTING, AND PLACING OF CONCRETE SHALL BE IN ACCORDANCE
WITH ACI 304R. CONCRETE SHALL BE MECHANICALLY VIBRATED.
i) SURFACES OF CONCRETE SLABS ON GRADE SHALL BE KEPT CONTINUOUSLY MOIST FOR NOT
LESS THAN SEVEN DAYS WITH WATER, CONTINUOUS WATER-FOG SPRAY, OR WATER-
SATURATED ABSORPTIVE COVER.
ii) IF THE AIR TEMPERATURE WILL EXCEED 75° F WITHIN 48 HOURS OF PLACING CONCRETE, A
MOIST CURE SHALL BE APPLIED TO THE CONCRETE FOR A PERIOD OF 36 HOURS AFTER
FINISHING CONCRETE SURFACES. REFER TO THE SPECIFICATIONS FOR CURING
REQUIREMENTS.
d) CURING COMPOUND SHALL CONFORM TO FEDERAL SPECIFICATION TT-C800A, AND ASTM C309.
THE MATERIAL SHALL BE EQUAL TO SONNEBORN KURE-N-SEAL, BASF MASTERSEAL, BY BASF, OR
W.R. GRACE CLEAR SEAL.
e) BEFORE PLACING CONCRETE, THE CONTRACTOR SHALL NOTIFY ALL SUBCONTRACTORS TO BE SURE ALL SLEEVES, CONDUIT, CHASES, ETC. ARE PROPERLY INSTALLED. THE CONTRACTOR SHALL
NOTIFY THE ARCHITECT/EOR/SPECIAL INSPECTOR AS SOON AS PRACTICAL, BUT AT LEAST 24
HOURS PRIOR TO PLACING CONCRETE TO ALLOW FOR INSPECTION OF REINFORCING AND
EMBEDDED ITEMS.
f) PROVIDE SLEEVES FOR MECHANICAL, PLUMBING, AND ELECTRICAL OPENINGS IN CONCRETE BEFORE PLACING. DO NOT CUT ANY REINFORCING WHICH MAY CONFLICT. CORING IN CONCRETE
IS PERMITTED WITH APPROVAL OF EOR. NOTIFY THE EOR IN ADVANCE OF CONDITIONS NOT
SHOWN ON THE DRAWINGS. SEE THESE DRAWINGS FOR ADDITIONAL RESTRICTIONS ON THE
PLACEMENTS OF OPENINGS IN SLABS AND WALLS.
g) CONCRETE SLABS ON GRADE SHALL RECEIVE CONTROL JOINTS PLACED AT A MAXIMUM SPACING OF 10’-0” OC. THE JOINTS SHALL BE IN A PATTERN THAT IS NEARLY AS SQUARE AS POSSIBLE
WITH A MAXIMUM LENGTH TO WIDTH RATIO OF 1.25:1. JOINTS RUNNING PARALLEL TO LOAD
BEARING WALLS MUST MAINTAIN 2’-0” MINIMUM CLEARANCE FROM THE WALL. SAW-CUT JOINTS
SHALL BE INSTALLED AS SOON AS THE CONCRETE IS HARD ENOUGH TO WITHSTAND SAWING
WITHOUT RAVELING JOINT EDGES OR DISLODGING COARSE AGGREGATE PARTICLES.
LIGHTWEIGHT EARLY-CUT SAWS SHALL BE USED. CONTRACTOR SHALL SUBMIT A SLAB JOINT
PLAN FOR APPROVAL PRIOR TO PLACING CONCRETE FOR FLOOR SLAB.
h) INTERIOR SLABS SHALL RECEIVE A HARD-TROWELED FINISH. EXTERIOR SLABS SHALL RECEIVE A
LIGHT BROOM FINISH.
i) EXPOSED EDGES AND CORNERS OF THE CONCRETE SHALL HAVE A 3/4” CHAMFER AT 45° UNLESS
NOTED OTHERWISE.
j) REMOVE ANY LAITANCE, ROUGHEN TO 1/4” AMPLITUDE AND CLEAN ALL CONCRETE SURFACES
AGAINST WHICH NEW CONCRETE IS TO BE PLACED.
4) STRUCTURAL STEEL
a) STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED, AND ERECTED BY AN APPROVED AND LICENSED FABRICATOR IN ACCORDANCE WITH IBC CHAPTER 22, AISC 360, AISC 303, AND AWS.
b) STRUCTURAL STEEL SHALL CONFORM TO THE ASTM DESIGNATIONS INDICATED BELOW (UNO):
W SHAPES A992
ANGLES, CHANNELS, WT SHAPES A36
PLATES, UNO A36
PLATES (50 KSI WHERE NOTED) A572 GR50
CONNECTION PLATES AND MISC., UNO A36
ROUND HSS A500 GR C
SQUARE AND RECTANGULAR HSS A500 GR C
PIPE A53 GR B
HIGH STRENGTH CONVENTIONAL BOLTS F3125: GR A325
(GR A490 WHERE NOTED)
HIGH STRENGTH TENSION-CONTROL (TC) BOLTS F3125: GR F1852
(GR F2280 WHERE NOTED)
THREADED ROD A36
HEAVY HEX NUTS A563
HARDENED STEEL WASHER F436
ANCHOR RODS F1554: GR 36
(GR 55 WHERE NOTED)
PLAIN WASHER F844
HEADED STUDS ANCHORS AND SHEAR STUDS A108
DEFORMED BAR ANCHOR STUDS A706
c) CONNECTIONS NOT INDICATED ON THE CONTRACT DRAWINGS SHALL BE DESIGNED BY A STRUCTURAL ENGINEER LICENSED IN THE PROJECT STATE, RETAINED BY THE STEEL FABRICATOR.
ALL CALCULATIONS AND SHOP DRAWINGS SHALL HAVE A COVER SHEET DULY STAMPED AND
SIGNED BY THE REGISTERED STRUCTURAL ENGINEER LICENSED IN THE PROJECT STATE AND
SUBMITTED FOR REVIEW TO THE ARCHITECT/ENGINEER. STAMPING AND SIGNING OF SHOP
DRAWINGS SHALL BE FOR THE EXCLUSIVE PURPOSE OF CERTIFYING THAT THE CONNECTIONS ARE
DETAILED AS PER THE DESIGN PERFORMED BY THE REGISTERED STRUCTURAL ENGINEER.
FAILURE TO SUBMIT STAMPED AND SIGNED CALCULATIONS AND STAMPED AND SIGNED SHOP
DRAWINGS SHALL BE SUFFICIENT CAUSE FOR REJECTION OF SHOP DRAWINGS.
d) THE CONTRACTOR SHALL BE LIABLE FOR DIMENSIONS, FIT, TOLERANCES, FABRICATION, AND
ERECTION.
e) BEAM CONNECTIONS SHALL BE DESIGNED FOR THE REACTIONS INDICATED ON THE FRAMING
PLANS.
i) WHERE REACTIONS ARE NOT SHOWN ON THE FRAMING PLANS, CONNECTIONS FOR
NONCOMPOSITE SIMPLE SPAN BEAMS SHALL BE DESIGNED FOR 50% OF THE BEAM LOAD
CAPACITY AS GIVEN IN TABLE 3-6 OF THE AISC STEEL CONSTRUCTION MANUAL.
f) LENGTH OF CONNECTION ANGLES FOR BEAM-TO-COLUMN OR BEAM-TO-BEAM CONNECTIONS SHALL BE THE LARGEST STANDARD LENGTH LESS THAN OR EQUAL TO THE “T” DIMENSION OF THE
BEAM. STANDARD LENGTHS AND AVAILABLE STRENGTH OF CONNECTION ANGLES ARE FOUND IN
TABLES 10-1 THRU 10-3 OF THE AISC STEEL CONSTRUCTION MANUAL.
g) BOLTS SHALL BE MINIMUM 3/4" DIAMETER ASTM A325-N (UNO), TIGHTENED BY AN APPROVED
AISC METHOD. BOLT HOLES IN STEEL FOR HIGH STRENGTH BOLTED CONNECTIONS SHALL BE
1/16” LARGER IN DIAMETER THAN BOLT DIAMETER.
h) TENSION CONTROL (TC) BOLTS MAY BE USED AT CONTRACTOR’S OPTION WHERE PRETENSIONED
BOLTS ARE REQUIRED PER RCSC.
i) REENTRANT CORNERS SHALL HAVE 3/4" MINIMUM RADIUS.
j) WELDING IS TO BE DONE BY AWS CERTIFIED WELDERS USING E70XX ELECTRODES (UNO). WELDS
SHALL BE PREQUALIFIED BY AWS. WELDING SHALL BE IN STRICT ADHERENCE TO A WRITTEN
WELDING PROCEDURE SPECIFICATION (WPS) PER AWS D1.1. WELDING PARAMETERS SHALL BE
WITHIN THE ELECTRODE MANUFACTURER’S RECOMMENDATIONS. WELDING PROCEDURES SHALL
BE SUBMITTED TO THE OWNER’S TESTING AGENCY FOR REVIEW BEFORE STARTING FABRICATION
OR ERECTION. FIELD WELDING SYMBOLS HAVE NOT NECESSARILY BEEN INDICATED ON THE
DRAWINGS. WHERE SHOWN, PROPER FIELD WELDING PER AWS D1.1 SHALL BE USED. WHERE NO
FIELD WELDING SYMBOLS ARE SHOWN, IT IS THE CONTRACTOR’S RESPONSIBILITY TO
COORDINATE THE USE OF SHOP AND FIELD WELDS TO FACILITATE THE STRUCTURAL STEEL
ERECTION.
k) PARTIAL PENETRATION GROOVE WELD SIZES SHOWN ON THE DRAWINGS REFER TO EFFECTIVE THROAT THICKNESS, SHOWN AS (E). SHOP WELDS SHALL BE MADE USING GMAW, FCAW, OR SAW
WELDING PROCESSES. FIELD WELDS SHALL BE MADE USING EITHER FCAW OR THE SMAW
WELDING PROCESSES. FILLER METALS SHALL COMPLY WITH THE AWS D1.1, TABLE 3.1, “PRE-
QUALIFIED BASE METAL-FILLER METAL COMBINATIONS FOR MATCHING STRENGTH”.
l) SHOP DRAWINGS SHALL SHOW ALL WELDING WITH AWS A2.4 SYMBOLS. WELDS SHOWN ON THE
CONTRACT DRAWINGS ARE MINIMUM SIZES FOR STRENGTH. INCREASE WELD SIZE TO AWS
MINIMUM SIZE BASED ON THICKNESS OF THE MATERIAL BEING WELDED. MINIMUM WELD SIZE
SHALL BE 3/16” FOR MATERIAL THICKNESS 3/16” AND GREATER.
m) BACKUP BARS MAY REMAIN IN PLACE UNLESS NOTED ON PLANS, OR WHEN ULTRASONIC TEST
INDICATES A POSSIBLE WELD DEFECT. IF DEFECTS ARE INDICATED, BACKUP BAR IS TO BE
REMOVED AND ROOT INSPECTED. IF DEFECTS ARE FOUND, THEY ARE TO BE REMOVED BY
BACKGOUGING TO SOUND MATERIAL. CLEAN AND REPAIR WELD TO SPECIFIED SIZE PER AWS.
n) THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE JOINT PREPARATIONS AND WELDING PROCEDURES THAT INCLUDE BUT ARE NOT LIMITED TO: REQUIRED ROOT OPENINGS, ROOT FACE
DIMENSIONS, GROOVE ANGLES, BACKING BARS, COPES, SURFACE ROUGHNESS VALUES, AND
TAPERS OF UNEQUAL PARTS.
o) STRUCTURAL STEEL DESIGN, FABRICATION, AND ERECTION SHALL CONFORM TO THE REQUIREMENTS OF IBC CHAPTER 22. MEMBERS ARE TO BE ERECTED WITH NATURAL MILL CAMBER
OR INDUCED CAMBER UP, UNLESS OTHERWISE NOTED ON PLANS. SUBSTITUTION OF MEMBER
SIZES OR STEEL GRADED IS NOT ALLOWED WITHOUT PRIOR APPROVAL BY THE ENGINEER OF
RECORD. A MINIMUM OF TWO BOLTS IS REQUIRED FOR ALL BEAM CONNECTIONS. ALTERNATIVE
CONNECTIONS TO THOSE SHOWN ON THESE DRAWINGS REQUIRE PRIOR APPROVAL BY THE
ENGINEER OF RECORD.
p) WELDING OF DESIGNATED LATERAL FORCE RESISTING SYSTEM MEMBERS (INCLUDING DRAG AND
CHORD BEAMS) IS TO BE PERFORMED AND INSPECTED IN ACCORDANCE WITH AISC 341
CHAPTERS I AND J, IN ADDITION TO ALL OTHER REQUIREMENTS NOTED IN THIS SECTION.
q) WELD LENGTHS CALLED FOR ON PLANS ARE THE NET EFFECTIVE LENGTH REQUIRED. WHERE FILLET WELD SYMBOL IS GIVEN WITHOUT INDICATION OF SIZE, USE MINIMUM SIZE WELDS AS
SPECIFIED IN AISC 360-10 TABLE J2.4.
r) THE USE OF E70-T4 WELDING WIRE IS NOT ALLOWED FOR ANY APPLICATION.
s) ALL WELD FILLER MATERIAL SHALL HAVE A MINIMUM CHARPY V-NOTCH (CVN) VALUE OF 20 FT-LB
AT A TEMPERATURE OF 0° F.
t) WELDING OF THE SEISMIC FORCE-RESISTING SYSTEM SHALL BE EXECUTED IN ACCORDANCE
WITH THE PROVISIONS OF AWS D1.8 “STRUCTURAL WELDING CODE — SEISMIC SUPPLEMENT”.
WELDS ASSOCIATED WITH THE SEISMIC FORCE-RESISTING SYSTEM ARE IDENTIFIED WITHIN
THESE DRAWINGS AS FOLLOWS:
i) NOTE WITHIN WELD TAIL
(1) D1.8 INDICATES WELDS SUBJECT TO REQUIREMENTS OF D1.8
(2) D1.8-DCW INDICATES DEMAND CRITICAL WELDS SUBJECT TO ADDITIONAL SPECIFIC
REQUIREMENTS WITHIN D1.8
u) WELDED FILLER MATERIAL SPECIFIED AS “DEMAND CRITICAL WELD” OR “DCW” ON THE
STRUCTURAL DETAILS SHALL HAVE A MINIMUM CHARPY V-NOTCH (CVN) TOUGHNESS OF 20 FT-
LBS AT A TEMPERATURE OF -20° F, AS DETERMINED BY AWS CLASSIFICATION TEST METHOD OR MANUFACTURER CERTIFICATION, AND 40 FT-LBS AT A TEMPERATURE OF 70° F, AS DETERMINED
BY AWS D1.1 AND D1.8 LATEST EDITION.
v) STEEL FRAMEWORK SHALL NOT BE ASSUMED STRUCTURALLY STABLE UNTIL ALL MEMBERS ARE IN
PLACE AND CONNECTIONS ARE INSTALLED. ANY USE OF THE PARTIALLY ERECTED FRAMEWORK
FOR TEMPORARY SUPPORT OF ANY KIND SHALL BE DONE ONLY AT THE CONTRACTOR’S RISK.
w) PROVIDE VERTICAL WEB STIFFENERS ON EACH SIDE OF WEB BEAM AT ALL POINTS SUBJECTED TO
CONCENTRATED LOADS, SUCH AS COLUMN RESTING ON BEAM. THE STIFFENERS SHALL EXTEND
TO FULL DEPTH OF BEAM AND THE BOUNDARY OF FLANGE WITH MINIMUM THICKNESS OF 3/8”.
x) BURNING OF HOLES IN STRUCTURAL STEEL IS NOT PERMITTED WITHOUT PRIOR APPROVAL OF
THE ENGINEER OR RECORD.
y) MAINTAIN WORK IN A SAFE A STABLE CONDITION DURING ERECTION. PROVIDE TEMPORARY
SHORING AND BRACING MEMBERS AS REQUIRED, WITH CONNECTIONS OF SUFFICIENT STRENGTH
TO BEAR IMPOSED LOADS. REMOVE TEMPORARY MEMBERS AND CONNECTIONS WHEN PERMANENT
MEMBERS ARE IN PLACE AND FINAL CONNECTIONS ARE MADE. PROVIDE TEMPORARY GUY LINES
TO ACHIEVE PROPER ALIGNMENT AND STABILITY OF THE STRUCTURE AS ERECTION PROCEEDS.
z) HIGH STRENGTH BOLTED CONNECTIONS AND WELDED CONNECTIONS SHALL BE INSPECTED BY
THE SPECIAL STRUCTURAL INSPECTOR. ALL COMPLETE-PENETRATION WELDS SHALL BE
ULTRASONICALLY TESTED BY A QUALIFIED INSPECTOR. INSPECTION AND TESTING WILL BE PAID
FOR BY THE OWNER.
aa) ALL EXTERIOR EXPOSED STRUCTURAL STEEL SHALL BE HOT-DIPPED GALVANIZED PER ASTM A123, UNO. FIELD WELDS AND DAMAGED GALVANIZING SHALL BE COATED WITH A ZINC-RICH PAINT, MINIMUM 2 MIL THICK, APPLIED TO A CLEAN, DRY STEEL SURFACE BY EITHER A BRUSH OR SPRAY.
ZINC-RICH PAINTS MUST CONTAIN EITHER BETWEEN 65% TO 69% METALLIC ZINC BY WEIGHT OR
GREATER THAN 92% METALLIC ZINC BY WEIGHT IN THE DRY FILM.
bb) AFTER MATERIAL HAS BEEN PROPERLY CLEANED AND TREATED, APPLY SHOP PRIME COAT TO ALL
SURFACES, EXCEPT THOSE INTENDED FOR EMBEDMENT INTO CONCRETE OR TO RECEIVE FIELD
WELDING, SLIP CRITICAL BOLTS, OR CEMENTITIOUS FIREPROOFING. PROVIDE “TOUCH-UP” AT
SITE. MINIMUM DRY FILM THICKNESS SHALL BE 1.5 MIL.
cc) MOMENT CONNECTIONS DESIGNATED BY ◄ SHALL BE DESIGNED BY THE STEEL SUPPLIER IN
ACCORDANCE WITH AISC “MANUAL FOR STEEL CONSTRUCTION”. THE CONNECTION SHALL BE
DESIGNED FOR THE MOMENT CAPACITY AND VERTICAL LOAD CAPACITY OF THE BEAM.
5) STEEL JOISTS
a) PROVIDE ADDITIONAL ANGLES FROM THE POINT OF CONCENTRATED LOAD APPLICATION TO THE
CLOSEST PANEL POINT IN THE OPPOSITE CHORD MEMBER. SEE TYPICAL DETAIL.
b) PROVIDE MISCELLANEOUS ANGLE FRAMING BETWEEN JOISTS AS REQUIRED AT ALL ROOF DRAINS
AND FLOOR AND ROOF PENETRATIONS. SEE TYPICAL DETAIL.
c) DO NOT ATTACH ANY ITEMS TO JOIST BRIDGING.
d) WEIGHT AND LOCATION OF ROOFTOP AND HANGING EQUIPMENT TO BE CONFIRMED AND
COORDINATED BY THE CONTRACTOR PRIOR TO FABRICATION.
6) MISCELLANEOUS
a) NO CHANGE IN SIZE OF STRUCTURAL ELEMENTS OR MODIFICATION THEREOF SHALL BE MADE, NOR ARE ANY OPENINGS OR SLEEVES THROUGH ANY STRUCTURAL ELEMENTS PERMITTED, UNLESS DETAILED ON THE STRUCTURAL DRAWINGS.
b) CONSULT ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS FOR LOCATION, SIZES, AND EXTENT OF CHASES.
c) NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND
TYPICAL DETAILS. WHERE NO DETAILS ARE GIVEN, CONSTRUCTION SHALL BE SHOWN FOR
SIMILAR WORK.
d) SEE CIVIL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR THE FOLLOWING:
i) PIPE RUNS, SLEEVES, HANGERS, TRENCHES, WALL, AND SLAB OPENINGS, ETC., EXCEPT AS
SHOWN OR NOTED.
ii) ELECTRICAL CONDUIT RUNS, BOXES, AND OUTLETS IN WALLS AND SLABS
iii) CONCRETE INSERTS FOR ELECTRICAL, MECHANICAL, OR PLUMBING FIXTURES.
iv) SIZE AND LOCATION OF MACHINE OR EQUIPMENT BASES, ANCHOR BOLTS FOR MOTOR
MOUNTS, EQUIPMENT PADS, AND UNDERGROUND UTILITIES.
v) FINISHED GRADE, SITE PAVING, AND ELEVATIONS
e) CONSTRUCTION MATERIAL SHALL BE SPREAD OUT IF PLACED ON FRAMED ROOF OR FLOOR. LOAD
SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. PROVIDE ADEQUATE SHORING
AND/OR BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH.
f) SPECIAL STRUCTURAL TESTS AND SPECIAL INSPECTIONS ARE REQUIRED ON THIS PROJECT IN
ACCORDANCE WITH THE BUILDING CODE. THE OWNER WILL BEAR THE COSTS OF THE SPECIAL
STRUCTURAL TESTS AND SPECIAL INSPECTIONS. THE CONTRACTOR SHALL COORDINATE AND
SCHEDULE THE INSPECTIONS AND TESTING ALONG WITH THE CONSTRUCTION AND COORDINATE
AND SCHEDULE THE INSPECTIONS AND TESTING ALONG WITH THE CONSTRUCTION AND
COOPERATE FULLY WITH THE AGENCIES PERFORMING THE SPECIAL STRUCTURAL TESTS AND
SPECIAL INSPECTIONS.
7) CONTRACTOR RESPONSIBILITIES
a) MATERIAL, WORKMANSHIP, AND DESIGN SHALL CONFORM TO THE BUILDING CODE.
b) CONTRACTOR SHALL INVESTIGATE SITE DURING CLEARING AND EARTHWORK OPERATIONS FOR FILLED EXCAVATIONS OR BURIED STRUCTURES, SUCH AS CESSPOOLS, CISTERNS, FOUNDATIONS, ETC. IF ANY SUCH STRUCTURES ARE FOUND, ARCHITECT/ENGINEER SHALL BE NOTIFIED
IMMEDIATELY.
c) CONTRACT DRAWINGS ARE CONSIDERED TO BE PART OF THE CONTRACT DOCUMENTS. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR THE REVIEW AND COORDINATION OF ALL THE
DRAWINGS AND SPECIFICATIONS PRIOR TO THE START OF CONSTRUCTION. ANY DISCREPANCIES
THAT OCCUR SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER PRIOR TO
THE START OF CONSTRUCTION SO THAT A CLARIFICATION CAN BE ISSUED. ANY WORK
PERFORMED IN CONFLICT WITH THE CONTRACT DOCUMENTS OR ANY CODE REQUIREMENTS
SHALL BE CORRECTED BY THE CONTRACTOR AT THEIR OWN EXPENSE AND AT NO EXPENSE TO
THE OWNER OR ARCHITECT/ENGINEER.
d) VERIFY THE DIMENSIONS, ELEVATIONS, AND SITE CONDITIONS BEFORE STARTING WORK. ANY
DISCREPANCY BETWEEN SUCH DETAILS AND DIMENSIONS AS MAY OCCUR SHALL BE REPORTED
TO THE ARCHITECT/EOR FOR CLARIFICATION BEFORE PROCEEDING WITH THE WORK.
e) DUE TO THE NATURE OF THE WORK, ALL DIMENSIONS AND/OR EXISTING DETAILS SHOWN ON THE DRAWINGS THAT WILL IN ANY WAY AFFECT THE WORK SHALL BE FIELD-VERIFIED PRIOR TO FABRICATION OF ANY MATERIALS. FIELD-VERIFICATION SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR. IF THERE IS ANY QUESTION TO THE INTENT OF THE WORK INDICATED, THE
CONTRACTOR SHALL CLEAR THE QUESTION WITH THE ARCHITECT/EOR. FIELD-VERIFY TOP OF
EXISTING CONCRETE AND TOP OF EXISTING STEEL AT LOCATIONS WHERE NEW STRUCTURE
CONNECTS TO EXISTING STRUCTURE.
f) THE CONTRACTOR SHALL BE AWARE THAT THE WORK INVOLVES ADDITIONS TO AN EXISTING
FACILITY THAT WILL REMAIN IN OPERATION DURING CONSTRUCTION. IT IS THEREFORE
MANDATORY FOR WORK THAT WILL IN ANY WAY AFFECT THE NORMAL OPERATION OF THE
FACILITY BE COORDINATED WITH THE OWNER.
g) NOTIFY, IN WRITING, THE EOR OF CONDITIONS ENCOUNTERED IN THE FIELD DIFFERENT FROM
THOSE SHOWN IN THE STRUCTURAL DOCUMENTS.
h) THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED
STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL
PROVIDE ALL MEASURES NECESSARY SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING,
SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. OBSERVATION VISITS TO THE
SITE BY THE EOR SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS.
i) HEAVY EQUIPMENT, CRANES, AND MATERIAL STOCKPILES SHALL NOT BE LOCATED ON OR
ADJACENT TO SHORING OR RETAINING WALLS UNLESS ACCEPTED BY THE EOR. ACCEPTANCE
SHALL BE BASED ON ANALYSIS AND EVALUATION PERFORMED BY THE CONTRACTOR AND
REVIEWED BY THE EOR.
j) AN UNDERGROUND SERVICE ALERT INQUIRY IDENTIFICATION NUMBER MUST BE OBTAINED AT
LEAST TWO WORKING DAYS BEFORE STARTING EXCAVATION WORK.
k) CONTRACTOR HAS SOLE RESPONSIBILITY FOR THE DESIGN, ADEQUACY, AND SAFETY OF
ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, ETC.
l) CONTRACTOR HAS SOLE RESPONSIBILITY TO COMPLY WITH ALL OSHA SAFETY REGULATIONS.
m) CONTRACTOR SUBMITTALS/SHOP DRAWINGS
i) SUBMITTALS FOR REINFORCING STEEL AND STRUCTURAL STEEL SHALL BE SUBMITTED FOR
REVIEW PRIOR TO FABRICATION OF THESE ITEMS.
ii) DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE EOR; THEREFORE, THEY SHALL BE
VERIFIED BY THE CONTRACTOR. CONTRACTOR SHALL REVIEW AND STAMP THE DRAWINGS
FOR CONFORMANCE WITH THE MEANS, METHODS, TECHNIQUES, SEQUENCES, AND
OPERATIONS OF CONSTRUCTION, AND ALL SAFETY PRECAUTIONS AND PROGRAMS
INCIDENTAL THERETO.
iii) SHOP DRAWINGS SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS. THE
PURPOSE OF SHOP DRAWINGS SUBMITTALS IS TO DEMONSTRATE TO THE ENGINEER THAT THE
CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT, BY INDICATING WHICH MATERIAL IS
INTENDED TO BE FURNISHED AND INSTALLED, AND BY DETAILING THE INTENDED
FABRICATION AND INSTALLATION METHOD. IF ANY DEVIATIONS, DISCREPANCIES, OR
CONFLICTS BETWEEN SHOP DRAWINGS AND THE CONTRACT DOCUMENTS ARE DISCOVERED
EITHER PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS ARE PROCESSED BY THE EOR, THE
CONTRACT DRAWINGS AND SPECIFICATIONS SHALL CONTROL AND SHALL BE FOLLOWED.
iv) SHOP DRAWINGS OF DESIGN-BUILD COMPONENTS INCLUDING STAIRS BY OTHERS SHALL
INCLUDE THE DESIGNING PROFESSIONAL ENGINEER’S STAMP, FROM THE PROJECT STATE AND
SHALL BE APPROVED BY THE COMPONENT DESIGNER PRIOR TO CURSORY REVIEW BY THE EOR
FOR LOADS IMPOSED ON THE BASIC STRUCTURE. THE COMPONENT DESIGNER IS
RESPONSIBLE FOR CODE CONFORMANCE AND ALL NECESSARY CONNECTIONS NOT
SPECIFICALLY CALLED OUT ON ARCHITECTURAL OR STRUCTURAL DRAWINGS. SHOP
DRAWINGS SHALL INDICATE MAGNITUDE AND DIRECTION OF ALL LOADS IMPOSED ON THE
BASIC STRUCTURE. DESIGN CALCULATIONS SHALL BE INCLUDED IN THE SUBMITTAL.
v) REVIEW OF SUBMITTALS OR SHOP DRAWINGS BY THE EOR DOES NOT RELIEVE THE
CONTRACTOR OF THE SOLE RESPONSIBILITY TO REVIEW AND CHECK ALL SUBMITTALS AND
SHOP DRAWINGS BEFORE SUBMITTING TO THE STRUCTURAL ENGINEER. CONTRACTOR
REMAINS SOLELY RESPONSIBLE FOR THE ERRORS AND OMISSIONS ASSOCIATED WITH THE
PREPARATION OF SHOP DRAWINGS AS THEY PERTAIN TO MEMBER SIZES, DETAILS, AND
DIMENSIONS SPECIFIED IN THE CONTRACT DOCUMENT.
vi) DIMENSIONS NOTED AS PLUS OR MINUS (±) INDICATE UNVERIFIED DIMENSIONS AND ARE
APPROXIMATE. NOTIFY ARCHITECT IMMEDIATELY OF CONFLICTS OR EXCESSIVE VARIATIONS
FROM INDICATED DIMENSIONS. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALED
DIMENSIONS–DO NOT SCALE DRAWINGS. DIMENSIONS OF EXISTING CONDITIONS MAY BE
BASED ON RECORD DRAWINGS AND ARE TO BE FIELD-VERIFIED BY THE CONTRACTOR.
vii) CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY
DEMOLITIONS. CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AND BRACING OF ALL
STRUCTURAL MEMBERS, EXISTING CONSTRUCTION AND SOIL EXCAVATIONS, AS REQUIRED,
AND IN A MANNER SUITABLE TO THE WORK SEQUENCE. TEMPORARY SHORING AND BRACING
SHALL NOT BE REMOVED UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN
ACCORDANCE WITH THE DRAWINGS AND MATERIALS HAVE ACHIEVED DESIGN STRENGTH. NO
REINFORCING BAR IN EXISTING CONSTRUCTION SHALL BE CUT UNLESS DIRECTED TO BY THE
ARCHITECT OR AS SHOWN ON THE DRAWINGS.
Project No:
1203 Main Street, Suite 4 Cincinnati, OH 45202
O: 513.409.2338 www.kpff.com
Consulting EngineersO
W N
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SH
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C
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, p la ns , s pe ci fic at io ns
, c om pu te r f ile s, fi el d da ta
, n ot es a nd o th er d oc um en ts a nd in st ru m en ts p re pa re d by th e C on su lta nt a s in st ru m en ts o f s er vi ce s ha ll re m ai n th e pr op er ty o f t he C on su lta nt
. T he
C on su lta nt s ha ll re ta in a ll co m m on la w , s ta tu to ry a nd o th er re se rv ed ri gh ts
, i nc lu di ng , w ith ou t l im ita tio n, th e co py rig ht th er et o.
THIS DRAWING IS INTENDED TO BE PRINTED AT 30"X42"
SCALE:
DATE:
PROJECT NUMBER:
DRAWN BY: CHECKED BY:
WWW.KLHENGRS.COM
MECHANICAL/ELECTRICAL ENGINEERS
LEXINGTON, KENTUCKY
LOUISVILLE, KENTUCKY
COLUMBUS, OHIO
1538 ALEXANDRIA PIKE, SUITE 11
FT. THOMAS, KENTUCKY 41075
800-354-9783 859-442-8050
859-442-8058 FAX
KOHRS LONNEMANN HEIL ENGINEERS, INC.
PR
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S:
PR
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2400430
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12" = 1'-0"
GENERAL NOTES AND DESIGN
CRITERIA
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<N on e>
T er m in al D r H eb ro n, K
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C-O-S2-001
KLH PROJECT # 26944
04/18/25
26944.00
SS RW
REVISIONS
04/18/25 ISSUE FOR BID
REQUIRED GEOTECHNICAL SPECIAL INSPECTIONS
SYSTEM OR MATERIAL
INSPECTION
REMARKS
IB
C
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EN
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C O
D E
O R
S
TA
N
D A
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EN
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P
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IO
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SOILS
VERIFY EXCAVATIONS ARE
EXTENDED TO PROPER DEPTH
AND HAVE REACHED PROPER
MATERIAL.
-- X
PERFORM CLASSIFICATION AND
TESTING OF COMPACTED FILL
MATERIALS.
-- X
VERIFY USE OF PROPER
MATERIALS, DENSITIES AND LIFT
THICKNESSES DURING
PLACEMENT AND COMPACTION
OF COMPACTED FILL.
X --
PRIOR TO PLACEMENT OF
COMPACTED FILL, INSPECT
SUBGRADE AND VERIFY THAT
SITE HAS BEEN PREPARED
PROPERLY.
-- X
REQUIRED FABRICATION SPECIAL INSPECTIONS
SYSTEM OR MATERIAL
INSPECTION
REMARKS
IB
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C O
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N
D A
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EN
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P
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INSPECTION IN FABRICATION
SHOP
.2 .5
WHERE FABRICATION OF
STRUCTURAL, LOAD-BEARING OR
LATERAL LOAD-RESISTING
MEMBERS OR ASSEMBLIES IS
BEING PERFORMED ON THE
PREMISES OF A FABRICATOR'S
SHOP, SPECIAL INSPECTION OF
THE FABRICATED ITEMS SHALL
BE AS REQUIRED BY TABLE 2
AND AS REQUIRED ELSEWHERE
IN THE STATEMENT OF SPECIAL
INSPECTIONS. REFERENCE
SECTION 1704.2.5.1 FOR
APPROVED FABRICATOR
EXCEPTION.
REQUIRED STRUCTURAL STEEL SPECIAL INSPECTIONS
SYSTEM OR MATERIAL
INSPECTION
REMARKS
IB
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P
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INSPECTION TASKS PRIOR TO WELDING:
WELDING PROCEDURE
SPECIFICATIONS (WPS)
AVAILABLE
1705.2
A
IS
C
TB
N
5.
4-
A
IS
C
N 5.
-- X --
MANUFACTURER CERTIFICATIONS
FOR WELDING CONSUMABLES
AVAILABLE
-- X --
MATERIAL IDENTIFICATION
(TYPE/GRADE) X -- --
WELDER IDENTIFICATION
SYSTEM X -- --
FIT-UP OF GROOVE WELDS
(INCLUDING JOINT GEOMETRY):
JOINT PREPARATION,
DIMENSIONS (ALIGNMENT, ROOT
OPENING, ROOT FACE, BEVEL),
CLEANLINESS (CONDITION OF
STEEL SURFACES), TACKING
(TACK WELD QUALITY AND
LOCATION), BACKING TYPE AND
FIT (IF APPLICABLE)
X -- --
CONFIGURATION AND FINISH OF
ACCESS HOLES X -- --
FIT-UP OF FILLET WELDS:
DIMENSIONS (ALIGNMENT, GAPS
AT ROOT), CLEANLINESS
(CONDITION OF STEEL
SURFACES), TACKING (TACK
WELD QUALITY AND LOCATION),
BACKING TYPE AND FIT (IF
APPLICABLE)
X -- --
CHECK WELDING EQUIPMENT -- -- FABRICATOR OR ERECTOR SHALL
OBSERVE
INSPECTION TASKS DURING WELDING:
USE OF QUALIFIED WELDERS
1705.2
A
IS
C
TB
N
5.
4-
A
IS
C
N 5.
X -- --
CONTROL AND HANDLING OF
WELDING CONSUMABLES:
PACKAGING, EXPOSURE
CONTROL
X -- --
NO WELDING OVER CRACKED
TACK WELDS X -- --
ENVIRONMENTAL CONDITIONS:
WIND SPEED WITHIN LIMITS,
PRECIPITATION AND
TEMPERATURE
X -- --
WPS FOLLOWED: SETTINGS ON
WELDING EQUIPMENT, TRAVEL
SPEED, SELECTED WELDING
MATERIALS, SHIELDING GAS
TYPE/FLOW RATE, PREHEAT
APPLIED, INTERPASS
TEMPERATURE MAINTAINED
(MIN./MAX.), PROPER POSITION
(F, V, H, OH)
X -- --
WELDING TECHNIQUES:
INTERPASS AND FINAL
CLEANING, EACH PASS WITHIN
PROFILE LIMITATIONS, EACH
PASS MEETS QUALITY
REQUIREMENTS
X -- --
INSPECTION TASKS AFTER WELDING:
WELDS CLEANED
1705.2
A
IS
C
TB
N
5.
4-
A
IS
C
N 5.
X -- --
SIZE, LENGTH AND LOCATION OF
WELDS -- X --
WELDS MEET VISUAL
ACCEPTANCE CRITERIA: CRACK
PROHIBITION, WELD/BASE-
METAL FUSION, CRATER CROSS
SECTION, WELD PROFILES, WELD
SIZE, UNDERCUT, POROSITY
-- X --
ARC STRIKES -- X --
K-AREA -- X --
BACKING REMOVED AND WELD
TABS REMOVED (IF REQUIRED) -- X --
REPAIR ACTIVITIES -- X --
DOCUMENT ACCEPTANCE OR
REJECTION OF WELDED JOINT OR
MEMBER
-- X --
INSPECTION TASKS PRIOR TO BOLTING:
MANUFACTURER'S
CERTIFICATIONS AVAILABLE FOR
FASTENER MATERIALS
1705.2
A
IS
C
TB
N
5.
6-
A
IS
C
N 5.
-- X --
FASTENERS MARKED IN
ACCORDANCE WITH ASTM
REQUIREMENTS
X -- --
PROPER FASTENERS SELECTED
FOR THE JOINT DETAIL (GRADE,
TYPE, BOLT LENGTH IF THREADS
ARE TO BE EXCLUDED FROM
SHEAR PLANE)
X -- --
PROPER BOLTING PROCEDURE
FOR JOINT DETAIL X -- --
CONNECTING ELEMENTS,
INCLUDING THE APPROPRIATE
FAYING SURFACE CONDITION
AND HOLE PREPARATION, IF
SPECIFIED, MEET APPLICABLE
REQUIREMENTS
X -- --
PRE-INSTALLATION
VERIFICATION TESTING BY
INSTALLATION PERSONNEL
OBSERVED AND DOCUMENTED
FOR FASTENER ASSEMBLIES AND
METHODS USED
X -- --
PROPER STORAGE PROVIDED FOR
BOLTS, NUTS, WASHERS AND
OTHER FASTENER COMPONENTS X -- --
INSPECTION TASKS DURRING BOLTING:
FASTENER ASSEMBLIES, OF
SUITABLE CONDITION, PLACED
IN ALL HOLES AND WASHERS (IF
REQUIRED) ARE POSITIONED AS
REQUIRED
1705.2
A
IS
C
TB
N
5.
6-
A
IS
C
N 5.
X -- --
JOINT BROUGHT TO SNUG-TIGHT
CONDITION PRIOR TO THE
PRETENSIONING OPERATION
X -- --
FASTENER COMPONENT NOT
TURNED BY THE WRENCH
PREVENTED FROM ROTATING
X -- --
FASTENERS ARE PRETENSIONED
IN ACCORDANCE WITH THE RCSC
SPECIFICATION, PROGRESSING
SYSTEMATICALLY FROM THE
MOST RIGID POINT TOWARD THE
FREE EDGES
X -- --
INSPECTION TASKS AFTER BOLTING:
DOCUMENT ACCEPTANCE OR
REJECTION OF BOLTED
CONNECTIONS
1705.2
A
IS
C
0:
T B
N 5.
6-
-- X --
REQUIRED GEOTECHNICAL TESTING
SYSTEM OR MATERIAL
INSPECTION
REMARKS
IB
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EN
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D A
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EN
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C O
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S
P
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IO
D
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FILL IN-PLACE DENSITY OR
PREPARED SUBGRADE DENSITY
1705.6
V A R
IE
S
M
IN
IM
U
M P
ER
I
B C
A
PP
EN
D
IX
J
7.
-- X PER THE GEOTECHNICAL
ENGINEER
MATERIAL VERIFICATION
V A R
IE
S
C
LA
S S
IF
IC
A
TI
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A N
D T
ES
TI
N G
F C O
N
TR
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ED
F
IL
L
M A
TE
R
IA
LS
-- X PER THE GEOTECHNICAL
ENGINEER
REQUIRED STRUCTURAL STEEL TESTING
SYSTEM OR MATERIAL
INSPECTION
REMARKS
IB
C
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EN
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C O
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EN
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RADIOGRAPHIC (RT) MAGNETIC
PARTICLE (MT) AND ULTRASONIC
(UT) TESTING OF WELDS
AISC 360
N5.5
R T-
A W
S D
1.
1:
.1
M
T- A
W S D
1.
1:
6.
.4 U
T- A
W S D
1.
1:
.1
.1
4.
PE
R D
R A W
IN
G
S
ALL CJP WELDS IN MATERIALS
5/16" OR GREATER REQUIRE UT
TESTING
PRE-INSTALLATION
VERIFICATION OF
PRETENSIONED HIGH STRENGTH
BOLTS
1705.2.1
AISC 360:
TB N5.6-1
R C S C S
PE
C
IF
IC
A
TI
O N
F O
R S
TR
U
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TU
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JO
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IN
G H
IG
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-S
TR
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C H
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IN
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STATEMENT OF SPECIAL INSPECTION AND TESTING NOTES:
1. SPECIAL INSPECTIONS SHALL CONFORM TO CHAPTER 17 OF THE INTERNATIONAL BUILDING
CODE (IBC) AND THE REFERENCE CODES AND STANDARDS LISTED IN CHAPTER 35.
2. INSPECTIONS AND ASSOCIATED TESTING SHALL BE PERFORMED BY AN APPROVED QUALIFIED
TESTING AND INSPECTING AGENCY MEETING THE REQUIREMENTS OF ASTM E329 (MATERIALS),
ASTM D3740 (SOILS), ASTM C1077 (CONCRETE), ASTM A880 (STEEL), AND ASTM E543 (NON-
DESTRUCTIVE). THE TESTING AND INSPECTING AGENCY SHALL FURNISH TO THE
ARCHITECT/ENGINEER A COPY OF THEIR SCOPE OF ACCREDITATION. SPECIAL INSPECTORS
SHALL BE CERTIFIED BY THE BUILDING OFFICIAL. WELDING INSPECTORS SHALL BE QUALIFIED
PER SECTION 6.1.4.1.1 OF AWS D1.1.
3. THE SPECIAL INSPECTOR SHALL OBSERVE THE INDICATED WORK FOR COMPLIANCE WITH THE
APPROVED CONSTRUCTION DOCUMENTS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE
ATTENTION OF THE CONTRACTOR FOR CORRECTION AND NOTED IN THE INSPECTION REPORTS.
ISSUES REQUIRING IMMEDIATE CORRECTIVE ACTIONS OR ENGINEERING INPUT ARE TO BE
BROUGHT TO THE ENGINEER'S ATTENTION IMMEDIATELY UPON DISCOVERY.
4. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS FOR EACH INSPECTION TO
THE BUILDING OFFICIAL, ARCHITECT/ENGINEER, CONTRACTOR, AND OWNER. THE TESTING
AND INSPECTING AGENCY SHALL SUBMIT A FINAL REPORT STATING THAT THE WORK
REQUIRING SPECIAL INSPECTION WAS INSPECTED AND IS IN CONFORMANCE WITH THE
APPROVED CONSTRUCTION DOCUMENTS AND THAT ALL DISCREPANCIES NOTED IN THE
INSPECTION REPORTS HAVE BEEN CORRECTED.
5. CONTINUOUS SPECIAL INSPECTION: SPECIAL INSPECTION BY THE SPECIAL INSPECTOR WHO IS
PRESENT WHEN AND WHERE THE WORK TO BE INSPECTED IS BEING PERFORMED. PERIODIC
SPECIAL INSPECTION: SPECIAL INSPECTION BY THE SPECIAL INSPECTOR WHO IS
INTERMITTENTLY PRESENT WHERE THE WORK TO BE INSPECTED HAS BEEN OR IS BEING
PERFORMED.
6. WHERE PERIODIC INSPECTION IS ALLOWED IN ACCORDANCE WITH THE ANCHOR ICC/IAPMO
EVALUATION REPORT, INSPECTIONS SHALL BE AS FOLLOWS:
- FOR ALL ANCHORS, PRIOR TO CONCEALMENT, VERIFY:ANCHOR TYPE, ANCHOR
DIMENSIONS, ANCHOR SPACING AND EDGE DISTANCE.
- FOR EACH ANCHOR TYPE AND SIZE, INSPECTOR SHALL BE ONSITE TO CONTINUOUSLY
INSPECT A MINIMUM OF THE FIRST 10 ANCHORS INSTALLED BY EACH INSTALLER FOR
CONFORMANCE WITH ICC/IAPMO EVALUATION REPORT. PROVIDED ALL ANCHORS ARE
INSTALLED CORRECTLY PER MANUFACTURER'S INSTRUCTIONS, PROVIDE PERIODIC
INSPECTION ON A MINIMUM OF 10% OF THE NEXT 1000 ANCHORS BY EACH INSTALLER AND
A MINIMUM OF 5% OF THE REMAINING ANCHORS BY EACH INSTALLER. INSPECTIONS
SHALL OCCUR A MINIMUM OF ONCE PER WEEK AT A RANDOM TIME WHILE ANCHOR
INSTALLATION IS ONGOING. ANY NON-COMPLIANCE ISSUES SHALL RESET THE INSPECTION
REQUIREMENTS TO TEN (10) CONTINUOUS INSPECTIONS. NON-COMPLIANT ANCHORS
SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD FOR REVIEW AND
SHALL BE BROUGHT INTO COMPLIANCE BY EITHER TESTING OR RE-INSTALLATION.
7. OBSERVE: OBSERVE THESE ITEMS ON A RANDOM BASIS. OPERATIONS NEED NOT BE DELAYED
PENDING THESE INSPECTIONS.
PERFORM: PERFORM THESE TASKS FOR EACH ELEMENT.
8. INDICATED CONCRETE TESTING MEETS MINIMUM REQUIREMENTS FOR STRUCTURAL TESTING
TO BE PROVIDED BY THE APPROVED QUALIFIED TESTING AND INSPECTING AGENCY.
ADDITIONAL TESTING FOR CONSTRUCTION CONSIDERATIONS ARE NOT INDICATED AND SHALL
BE DETERMINED BY THE CONTRACTOR AND PROVIDED AT CONTRACTOR'S EXPENSE.
Project No:
1203 Main Street, Suite 4 Cincinnati, OH 45202
O: 513.409.2338 www.kpff.com
Consulting EngineersO
W N
ER
SH
IP
O
F
IN
ST
R
U M
EN
TS
O F
SE
R
VI
C
E A ll re po rts
, p la ns , s pe ci fic at io ns
, c om pu te r f ile s, fi el d da ta
, n ot es a nd o th er d oc um en ts a nd in st ru m en ts p re pa re d by th e C on su lta nt a s in st ru m en ts o f s er vi ce s ha ll re m ai n th e pr op er ty o f t he C on su lta nt
. T he
C on su lta nt s ha ll re ta in a ll co m m on la w , s ta tu to ry a nd o th er re se rv ed ri gh ts
, i nc lu di ng , w ith ou t l im ita tio n, th e co py rig ht th er et o.
THIS DRAWING IS INTENDED TO BE PRINTED AT 30"X42"
SCALE:
DATE:
PROJECT NUMBER:
DRAWN BY: CHECKED BY:
WWW.KLHENGRS.COM
MECHANICAL/ELECTRICAL…
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