GENERAL INFORMATION

G000 COVER SHEET

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YDR. JAMES

GRIFFIN

JEFFREY

LJBinc.com

(866) 552-3536 info@LJBinc.com

DATEPROJECT NUMBER SHEET NUMBER

© 1985-2025 LJB Inc. This drawing contains information that is proprietary to and property of LJB Inc. and shall be kept confidential. No publication or distribution of this drawing may be made without the express written consent of LJB Inc. except for the limited purposes set forth in the contract between LJB Inc. and party for whom this drawing was made.

RELEASES / REVISIONS

DRAWING INDEX

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PROJECT TEAM

FALL PROTECTION AND CONFINED SPACE DESIGN

CINCINNATI/NORTHERN KENTUCKY INTERNATIONAL AIRPORT

KENTON COUNTY AIRPORT BOARD

P.O. BOX 75200 CINCINNATI, OH 45275

SWTP

G001 COVER SHEET

S001 GENERAL STRUCTURAL DATA

S002 GENERAL STRUCTURAL DATA

S101 SWTP OVERALL PLAN

S102 SLUDGE HOLDING TANK PLAN

S103 DIGESTER 2 PLAN

S104 DIGESTER 1 PLAN

S105 CLARIFIER PLAN VIEW

S106 SPLITTER BOX PLAN VIEW

S501 SECTIONS & DETAILS

S502 SECTIONS & DETAILS

S503 SECTIONS & DETAILS

PARKING DECK

G001 COVER SHEET

S001 GENERAL STRUCTURAL DATA

S101 PLAN VIEW

S501 SECTIONS & DETAILS

CONCOURSE A

G001 COVER SHEET

S001 GENERAL STRUCTURAL DATA

S101 OVERALL PLAN

S401 ENLARGED PLANS

S402 ENLARGED PLANS

S403 ENLARGED PLANS

S404 ENLARGED PLANS

S501 SECTIONS & DETAILS

S502 SECTIONS & DETAILS

S503 SECTIONS & DETAILS

S504 SECTIONS & DETAILS

S505 SECTIONS & DETAILS

S506 SECTIONS & DETAILS

CONCOURSE A

PARKING DECK

SWTP

REV DATE RELEASED FOR

0 6/02/2025 CONSTRUCTION

0129467A.00

0128276A.00

S504 SECTIONS & DETAILS07

GENERAL STRUCTURAL DATA

CONCOURSE A ROOF PLAN

ENLARGED PLANS

SECTIONS & DETAILS

ROOF FLASHING DETAILS

G001

S001

S101

S501

A101

CONCOURSE A (GUARDRAIL SET)

0127047A.00 0129467A.00

0128276A.00

0129051A.00

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E E

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YDR. JAMES

GRIFFIN

JEFFREY

LJBinc.com

(866) 552-3536 info@LJBinc.com

DATEPROJECT NUMBER SHEET NUMBER

© 1985-2025 LJB Inc. This drawing contains information that is proprietary to and property of LJB Inc. and shall be kept confidential. No publication or distribution of this drawing may be made without the express written consent of LJB Inc. except for the limited purposes set forth in the contract between LJB Inc. and party for whom this drawing was made.

RELEASES / REVISIONS

DRAWING INDEX

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0127047A.00 05-01-25 G001

PROJECT TEAM

FALL PROTECTION AND CONFINED SPACE DESIGN -

SWTP

CINCINNATI/NORTHERN KENTUCKY INTERNATIONAL AIRPORT

KENTON COUNTY AIRPORT BOARD

P.O. BOX 75200 CINCINNATI, OH 45275

SWTP

G001 COVER SHEET

S001 GENERAL STRUCTURAL DATA

S002 GENERAL STRUCTURAL DATA

S101 SWTP OVERALL PLAN

S102 SLUDGE HOLDING TANK PLAN

S103 DIGESTER 2 PLAN

S104 DIGESTER 1 PLAN

S105 CLARIFIER PLAN VIEW

S106 SPLITTER BOX PLAN VIEW

S501 SECTIONS & DETAILS

S502 SECTIONS & DETAILS

S503 SECTIONS & DETAILS

REV DATE RELEASED FOR

0 6/02/2025 CONSTRUCTION

GENERAL INFORMATION

G001 COVER SHEET

STRUCTURAL

SUMMARY OF WORK: Provide confined space and fall arrest improvements at the Sludge Holding Tank, Digesters, Clarifiers, and Splitter Box.

i. Modification and evaluation of existing fall protection components. (Potential Allowance)

ii. Providing the indicated fall protection listed on the equipment list.

iii. Providing steel construction components indicated on the drawings.

iv. X-ray concrete penetrations to ensure minimum 2” clearance between the edge of any cut or Opening and any post-tensions.

v. Provide metal fabrications and foundations, including new access stairs and platforms;

Modifications to existing fabrications and structures for additional fall protection components detailed on the drawings.

2018 KENTUCKY BUILDING CODE

2015 INTERNATIONAL BUILDING CODE

OSHA 29 CFR 1910

ANSI/ASSP Z359.6-2016

DESIGN SPECIFICATIONS

BASIC DESIGN WIND LOAD

BASIC WIND SPEED, V ---------------------------------- 115 MPH

RISK CATEGORY ------------------------------------------ II

EXPOSURE -------------------------------------------------- B

VELOCITY PRESSURE, q ------------------------------- 16 PSF

GEOTECHNICAL DATA

ALLOWABLE SOIL BEARING ---------------- 1,500 PSF (ASSUMED)

FROST DEPTH ----------------------------------- 30 INCHES

EARTHQUAKE DESIGN DATA (ACCESS PLATFORMS)

RISK CATEGORY ------------------------------------------ II

SEISMIC IMPORTANCE FACTOR, le ----------------- 1.00

SS = 0.146

S1 = 0.08

SITE CLASS -----------------------------------------D(DEFAULT)

SDS = 0.156

SD1 = 0.128

SEISMIC DESIGN CATEGORY ------------------------- B

BASIC SEISMIC-FORCE-RESISTING SYSTEM:

STEEL SYSTEMS NOT SPECIFICALLY DETAILED FOR

SEISMIC RESISTANCE

SEISMIC RESPONSE COEFFICIENT, CS ------------ 0.052

RESPONSE MODIFICATION COEFFICIENT, R ---- 3

DESIGN BASE SHEAR, CSW ----------------------------- 0.052W

ANALYSIS PROCEDURE:

ELF PROCEDURE

FALL PROTECTION LOAD

FALL ARREST ACTIVE (A) LOAD = 1,350 LBS

• ARREST FORCE - 1,350 LBS

• NUMBER OF USERS - 1

• LUMPING FACTOR - 1.0

DESIGN DATA

WALKING-WORKING SURFACE LOADS

STAIR TREADS & STRINGERS

• LIVE LOAD (CONCENTRATED) ---------------------- 300 LBS

• LIVE LOAD (UNIFORM) --------------------------------- 60 PSF

• DEAD LOAD ------------------------------------------------- SELF-WEIGHT

STAIR HANDRAIL

• LIVE LOAD (CONCENTRATED) ----------------------- 200 LBS

• DEAD LOAD ------------------------------------------------- 3 PLF

GUARDRAIL & STAIR RAILS

• LIVE LOAD TOP RAIL (CONCENTRATED) -------- 200 LBS

• LIVE LOAD MID RAIL ------------------------------------- 150 LBS

• LIVE LOAD TOEBOARD --------------------------------- 50 LBS

• DEAD LOAD ------------------------------------------------- 20 PLF

PLATFORMS

• LIVE LOAD (CONCENTRATED) ----------------------- 300 LBS

• LIVE LOAD (UNIFORM) ---------------------------------- 60 PSF

• DEAD LOAD ------------------------------------------------- SELF-WEIGHT

FALL PROTECTION DATA

FALL PROTECTION SYSTEMS

THE FALL PROTECTION SYSTEMS ARE DESIGNED IN ACCORDANCE WITH THE CURRENT ANSI/ASSP Z359.6 STANDARD AND MEET THE

FOLLOWING REQUIREMENTS:

1. DESIGNED AS THE FOLLOWING SYSTEM TYPE:

• FALL ARREST AT SLUDGE HOLDING TANK, DIGESTERS, CLARIFIERS AND SPLITTER BOX

2. ONE USER TO BE ATTACHED PER CONNECTION POINT OR ANCHORAGE CONNECTOR.

3. USER WEIGHT RANGE: 130 LB - 310 LB.

4. THE SYSTEMS ARE DESIGNED TO BE USED ONLY AT THE LOCATION SHOWN ON THE ENGINEERING DRAWINGS.

5. ANY MODIFICATIONS TO THE DESIGN, LAYOUT OR LOCATION OF THE SYSTEMS MUST BE APPROVED BY A QUALIFIED PERSON AND

THE ENGINEER OF RECORD.

6. THE MAXIMUM ARREST FORCE ON EACH USER SHALL NOT EXCEED 1,800 LB.

7. THE SYSTEMS SHALL BE USED IN ACCORDANCE WITH THE WRITTEN USE AND RESCUE PROCEDURES DEVELOPED FOR THE SYSTEMS.

8. THE SYSTEMS SHALL BE INSPECTED BY A COMPETENT PERSON ANNUALLY.

9. THE SYSTEMS SHALL BE RECERTIFIED BY A QUALIFIED PERSON EVERY FIVE YEARS.

PROOF TESTING

THE CONTRACTOR SHALL PERFORM PROOF TESTING ON 100% OF THE FOLLOWING INSTALLATIONS:

1. ADHESIVE ANCHORS INTO CONCRETE OR MASONRY SHALL BE AXIAL TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE

ANCHOR NOTES OR SPECIFICATIONS.

2. MECHANICAL EXPANSION ANCHORS INTO CONCRETE OR MASONRY SHALL BE TORQUE TESTED IN ACCORDANCE WITH THE REQUIREMENTS

OF THE ANCHOR NOTES OR SPECIFICATIONS.

3. WIRE ROPE TERMINATIONS SHALL BE AXIAL TESTED TO 50% OF THE MINIMUM CABLE BREAKING STRENGTH.

FALL PROTECTION EQUIPMENT

THE EQUIPMENT USED WITH THE SYSTEMS SHALL CONFORM TO ALL REQUIREMENTS OF THE CURRENT ANSI/ASSP FALL PROTECTION STANDARD. CONSULT A FALL PROTECTION COMPETENT PERSON TO DETERMINE IF EXISTING EQUIPMENT NOT CONFORMING

TO THESE REQUIREMENTS IS ACCEPTABLE FOR USE.

1. Z359.3-2019: SAFETY REQUIREMENTS FOR LANYARDS AND POSITIONING LANYARDS.

2. Z359.4-2013 (R2022): SAFETY REQUIREMENTS FOR ASSISTED-RESCUE AND SELF-RESCUE SYSTEMS, SUBSYSTEMS AND COMPONENTS.

3. Z359.9-2021 PERSONAL EQUIPMENT FOR PROTECTION AGAINST FALLS - DESCENT CONTROLLERS.

4. Z359.11-2021: SAFETY REQUIREMENTS FOR FULL BODY HARNESSES.

5. Z359.12-2019: CONNECTING COMPONENTS FOR PERSONAL FALL ARREST SYSTEMS.

6. Z359.13-2013 (R2022): PERSONAL ENERGY ABSORBERS AND ENERGY ABSORBING LANYARDS.

7. Z359.14-2021: SAFETY REQUIREMENTS FOR SELF-RETRACTING DEVICES FOR PERSONAL FALL ARREST AND RESCUE SYSTEMS.

8. Z359.15-2014: SAFETY REQUIREMENTS FOR SINGLE ANCHOR LIFELINES AND FALL ARRESTERS FOR PERSONAL FALL ARREST SYSTEMS.

9. Z359.16-2016: SAFETY REQUIREMENTS FOR CLIMBING LADDER FALL ARREST SYSTEMS.

10. Z359.18-2017: SAFETY REQUIREMENTS FOR ANCHORAGE CONNECTORS FOR ACTIVE FALL PROTECTION SYSTEMS.

REQUIRED FALL PROTECTION EQUIPMENT LIST

DAVIT

NOTES:

1. HARNESSES TO BE PROVIDED BY THE OWNER.

TYPE

SRL-R

DAVIT BASE

MANUFACTURER

3M DBI-SALA

MODEL / DESCRIPTION

CONFINED SPACE WINCH, 190ft

PART NUMBER

8518580

QUANTITY

DAVIT BASE

WINCH

3M DBI-SALA

3M DBI-SALA

3M DBI-SALA

3M DBI-SALA

ULTRA-LOK SELF-RETRACTING LIFELINE, 9m

ADJUSTABLE OFFSET DAVIT

CENTER MOUNT DAVIT BASE

WALL MOUNT DAVIT BASE

3504426

8518001

8512831

8518348

ADD'L.

A.F.F.

ALT.

ALUM.

ARCH.

B/ B.F.F.

BLDG.

C/C C.J.P.

C.L.

C.M.U.

CONT.

DIA.

DIM.

DWG.

ELEV.

EQ.

EQUIP.

E.S.

E.W.

EX.

EXT.

F/ F.S.

F.V.

GA.

GALV.

HORIZ.

I.D.

K

KLF

KSI

LB.

L.F.

ADDITIONAL

ABOVE FINISH FLOOR

ALTERNATE

ALUMINUM

ARCHITECTURAL

BOTTOM OF

BELOW FINISH FLOOR

BUILDING

CENTER TO CENTER

COMPLETE JOINT PENETRATION

CENTERLINE

CONCRETE MASONRY UNIT

CONTINUOUS

DIAMETER

DIMENSION

DRAWING

ELEVATION

EQUAL

EQUIPMENT

EACH SIDE

EACH WAY

EXISTING

EXTERIOR

FACE OF

FAR SIDE

FIELD VERIFY

GAUGE

GALVANIZED

HORIZONTAL

INSIDE DIAMETER

KIP

KIPS PER LINEAR FOOT

KIPS PER SQUARE INCH

POUND

LINEAL FEET

LLH

LLV

MAX.

MECH.

MEMB.

MIN.

MISC.

N.A.

N.S.

N.T.S.

O/O O.C.

O.D.

OPP.

PCF

PL

PLF

PSF

PSI

R.D.

REQ'D.

R.T.U.

SCH.

SIM.

SQ.

S.S.

STL.

STRUCT.

T/ T&B

TYP.

U.N.O.

VERT.

W/ W.P.

LONG LEG HORIZONTAL

LONG LEG VERTICAL

MAXIMUM

MECHANICAL

MEMBRANE

MINIMUM

MISCELLANEOUS

NOT APPLICABLE

NEAR SIDE

NOT TO SCALE

OUT TO OUT

ON CENTER

OUTSIDE DIAMETER

OPPOSITE

POUNDS PER CUBIC FOOT

PLATE

POUNDS PER LINEAL FOOT

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

ROOF DRAIN

REQUIRED

ROOF TOP UNIT

SCHEDULE

SIMILAR

SQUARE

STAINLESS STEEL

STEEL

STRUCTURAL

TOP OF

TOP AND BOTTOM

TYPICAL

UNLESS NOTED OTHERWISE

VERTICAL

WITH

WORK POINT

STRUCTURAL ABBREVIATIONS

FALL PROTECTION ABBREVIATIONS

AAF

CLFAS

EAL

FBH

HLL

MAD

MAF

AVERAGE ARREST FORCE

CLIMBING LADDER FALL ARREST SYSTEM

ENERGY ABSORBING LANYARD

FULL BODY HARNESS

HORIZONTAL LIFELINE

MAXIMUM ARREST DISTANCE

MAXIMUM ARREST FORCE

PPE

SRD

SRL

SRL-LE

SRL-P

SRL-R

VLL

PERSONAL PROTECTIVE EQUIPMENT

SELF-RETRACTING DEVICE

SELF-RETRACTING LANYARD

SELF-RETRACTING LANYARD, LEADING EDGE

SELF-RETRACTING LANYARD, PERSONAL

SELF-RETRACTING LANYARD, RESCUE

VERTICAL LIFELINE

GENERAL NOTES

1. INSTALLER / ERECTOR IS RESPONSIBLE FOR MEANS, METHODS, PROCEDURES, AND SEQUENCES

OF CONSTRUCTION.

2. INSTALLER / ERECTOR IS RESPONSIBLE FOR CONDUCTING OPERATIONS IN ACCORDANCE WITH

THE APPLICABLE OSHA REGULATIONS AS WELL AS SAFETY REQUIREMENTS OF THE OWNER,

SITE, STATE, LOCAL AGENCIES.

3. INSTALLER / ERECTOR IS RESPONSIBLE FOR TEMPORARY BRACING AND SHORING TO ENSURE THE

STRUCTURAL INTEGRITY OF THE NEW AND ANY EXISTING STRUCTURES DURING CONSTRUCTION.

4. INSTALLER / ERECTOR IS RESPONSIBLE FOR THE REMOVAL OF ALL DEBRIS FROM THE OWNER'S

PROPERTY AND DISPOSAL ACCORDING TO OWNER AND LOCAL REGULATIONS.

5. HOLES AND NOTCHES SHALL NOT BE CUT, DRILLED OR BURNED INTO ANY STRUCTURAL MEMBER

IN THE FIELD WITHOUT THE APPROVAL OF THE ENGINEER.

6. ALL DEVIATIONS FROM THE ENGINEERING DRAWINGS SHALL BE SUBMITTED IN WRITTEN FORM

TO THE ENGINEER FOR APPROVAL.

7. INSTALLER / ERECTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES FOUND BETWEEN

THE ENGINEERING DRAWINGS AND THE EXISTING CONDITIONS.

8. INSTALLER / ERECTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES FOUND BETWEEN

THE GENERAL STRUCTURAL NOTES, SPECIFICATIONS, AND DRAWINGS. THE ENGINEER WILL

DETERMINE WHICH REQUIREMENT WILL GOVERN.

9. DETAILS DESIGNATED AS "TYPICAL DETAILS" APPLY GENERALLY TO THE DRAWINGS IN AREAS

WHERE CONDITIONS ARE SIMILAR TO THOSE SHOWN IN THE DETAILS. CONTACT ENGINEER FOR

INTERPRETATION OF THE APPLICABILITY OF TYPICAL DETAILS.

10. EXISTING BUILDING INFORMATION SHOWN IS BASED UPON EXISTING BUILDING DRAWINGS AND FIELD OBERSVATIONS. THIS INFORMATION MAY NOT CONFORM EXACTLY TO THE CONDITIONS IN THE FIELD. INSTALLER / ERECTOR SHALL FIELD VERIFY ALL EXISTING BUILDING INFORMATION

SHOWN AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR TO THE FABRICATION OR

INSTALLATION.

11. INSTALLER / ERECTOR IS RESPONSIBLE FOR REPLACING AND REINSTALLING ANY STRUCTURAL MEMBER, ANCHOR OR COMPONENT THAT IS DAMAGED, BROKEN, OR FAILS INSPECTIONS / TESTING.

12. INSTALLER / ERECTOR IS RESPONSIBLE FOR TEMPORARILY REMOVING EXISTING UTILITIES AND OBSTRUCTIONS AS REQUIRED FOR THE INSTALLATION AND REINSTALLING (INCLUDING NECESSARY

MODIFICATIONS) AFTER COMPLETION OF WORK.

13. INSTALLER / ERECTOR IS RESPONSIBLE FOR SUBMITTING SHOP DRAWINGS FOR STRUCTURAL

WORK SHOWING ERECTION PLANS, PIECE DRAWINGS, AND CONNECTION DETAILS TO THE

ENGINEER. SHOP DRAWINGS SHALL BE APPROVED BY THE ENGINEER PRIOR TO FABRICATION.

LEGAL DISCLAIMER

THE DESIGNS AND SPECIFICATIONS CONTAINED HEREIN ARE INTENDED SOLELY FOR USE ON THE SPECIFIC PROJECT FOR WHICH THEY ARE PREPARED. ANY USE OF THESE DESIGNS AND SPECIFICATIONS ON OTHER PROJECTS, OR WITHOUT THE DIRECT INVOLVEMENT OF LJB, IS STRICTLY PROHIBITED. LJB SHALL NOT BE HELD RESPONSIBLE FOR ANY CLAIMS, DAMAGES, OR LIABILITIES ARISING FROM SUCH UNAUTHORIZED USE.

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YDR. JAMES

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JEFFREY

LJBinc.com

(866) 552-3536 info@LJBinc.com

CHECKED

DATE

PROJECT NUMBER

SHEET TITLE

SHEET NUMBER

DRAWN

DESIGNED

RELEASED FORREV DATE

© 1985-2025 LJB Inc. This drawing contains information that is proprietary to and property of LJB Inc. and shall be kept confidential. No publication or distribution of this drawing may be made without the express written consent of LJB Inc. except for the limited purposes set forth in the contract between LJB Inc. and party for whom this drawing was made.

06/02/2025

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0127047A.00

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GENERAL

STRUCTURAL

DATA

S001

CINCINNATI/NORTHERN KENTUCKY

INTERNATIONAL AIRPORT

FALL PROTECTION

AND CONFINED

SPACE DESIGN -

SWTP

KENTON COUNTY

AIRPORT BOARD

P.O. BOX 75200 CINCINNATI, OH

45275

SPECIAL INSPECTION

WHERE SPECIAL INSPECTION IS REQUIRED BY THE AUTHORITY HAVING JURISDICTION, IT SHALL BE PERFORMED BY A REGISTERED DEPUTY INSPECTOR, EMPLOYED BY THE OWNER AND APPROVED BY THE GOVERNING JURISDICTION. COPIES OF THE INSPECTION REPORTS SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT AND "LJB." A LICENSED ENGINEER OR ARCHITECT SHALL SIGN EACH REPORT.

"LJB" SHALL BE NOTIFIED IMMEDIATELY OF ANY TEST WHICH INDICATES NON COMPLIANCE WITH APPLICABLE CODES OR REQUIREMENTS OF THESE PLANS UNLESS NOTED OTHERWISE. UNLESS NOTED OTHERWISE, PROVIDE SPECIAL INSPECTION IN ACCORDANCE WITH SECTION 1705 OF THE 2015

INTERNATIONAL BUILDING CODE ON THE FOLLOWING:

A. STEEL CONSTRUCTION PER SECTION 1705.2.

B. CONCRETE CONSTRUCTION PER SECTION1705.3.

C. SOILS PER SECTION 1705.6.

D. EPOXY ANCHORS

0 6/02/2025 CONSTRUCTION

STRUCTURAL STEEL

FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO ALL REQUIREMENTS OF THE CURRENT AISC SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS WITH THE FOLLOWING SUPPLEMENTAL

REQUIREMENTS, UNLESS NOTED OTHERWISE ON THE DRAWINGS:

1. WIDE FLANGE SHAPES, STRUCTURAL TEES, AND CHANNELS SHALL CONFORM TO ASTM A992.

STRUCTURAL TUBES SHALL CONFORM TO ASTM A500 GRADE C. STRUCTURAL PLATES AND

ANGLES SHALL CONFORM TO ASTM A572 GRADE 50. PIPES SHALL CONFORM TO ASTM A53 GRADE B.

ALL OTHER STRUCTURAL STEEL SHALL CONFORM TO ASTM A572 GRADE 50.

2. BOLTS SHALL CONFORM TO ASTM F3125 GRADE A325, SIZE AS PER PLAN. BOLTED CONNECTIONS SHALL PROVIDE A MINIMUM EDGE DISTANCE OF 1" FOR BOLT DIAMETERS 1/2" THROUGH 5/8" AND 1 1/4"

FOR BOLT DIAMETERS 3/4" THROUGH 1" AND SHALL BE LOCATED PER THE WORKABLE GAGE

ALLOWANCES. BOLT HOLES SHALL BE DRILLED 1/16" LARGER THAN THE BOLT DIAMETER, EXCEPT FOR

GALVANIZED MATERIAL WHICH SHALL BE DRILLED 1/8" LARGER.

3. THREADED RODS SHALL CONFORM TO ASTM A36. ANCHOR RODS SHALL CONFORM TO ASTM F1554 GRADE 36 STEEL WITH COMPOSITIONAL LIMITS OF ASTM A36 STEEL TO ENSURE WELDABITLITY.

4. NUTS SHALL CONFORM TO ASTM A563. WASHERS SHALL CONFORM TO ASTM F436.

5. SPLICING OF STRUCTURAL STEEL IS PROHIBITED EXCEPT AS DETAILED.

6. ALL WELDING SHALL BE DONE BY QUALIFIED WELDERS IN ACCORDANCE WITH THE CURRENT EDITION

OF THE AWS STRUCTURAL WELDING CODE. WELDING ELECTRODES SHALL BE E70SXX.

7. ALL STRUCTURAL STEEL, CONNECTIONS AND BOLTS SHALL BE GALVANIZED. APPLY ZINC COATING BY

THE HOT-DIPPED PROCESS IN ACCORDANCE WITH ASTM A123. GALVANIZING SHALL BE PERFORMED

AFTER FABRICATION. GALVANIZED STEEL SHALL NOT BE PAINTED.

8. BAR GRATING SHALL CONFORM TO ASTM A1011, GRADE 36. GRATING SHALL BE FABRICATED AND

ERECTED IN ACCORDANCE TO THE CURRENT METAL BAR GRATING MANUALS AND BEAR ON THE

SUPPORTING STRUCTURE A MINIMUM OF 1" (2" IF GREATER THAN 2 1/4" BAR HEIGHT) AND BE FASTENED WITH APPROVED WELDS, SCREWS, BOLTS OR CLIPS. TWO OR MORE FASTENERS SHALL BE PROVIDED PER SUPPORTING MEMBER WITH A MINIMUM OF FOUR PER PIECE. GRATING SHALL BE

TYPE 19-W-4 SMOOTH SURFACE WITH 3/16" BEARING BAR THICKNESS.

9. STAIR TREADS SHALL COMPRISE OF BAR GRATING CONFORMING TO ASTM A1011 GRADE 36, CARRIER PLATES ON BOTH ENDS AND A NOSING. GRATING SHALL BE TYPE 19-W-4 SMOOTH SURFACE WITH 3/16" BEARING BAR THICKNESS. TWO 3/8" DIAMETER ASTM A307 BOLTS SHALL BE PROVIDED PER

CARRIER PLATE WITH MINIMUM OF FOUR PER TREAD, UNLESS OTHERWISE REQUIRED BY THE

MANUFACTURER.

10. CLEAN FIELD WELDS AND DAMAGED AREAS FOLLOWING ERECTION. APPLY PAINT ACCORDING TO THE SHOP PAINTING REQUIREMENTS. APPLY GALVANIZING REPAIR PAINT ACCORDING TO ASTM A780.

CONCRETE

CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF THE CURRENT ACI 301 SPECIFICATIONS FOR STRUCTURAL CONCRETE, ACI 318 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 305 SPECIFICATION FOR HOT WEATHER CONCRETING, ACI 306 SPECIFICATION FOR COLD WEATHER CONCRETING, AND ACI 117 SPECIFICATION FOR TOLERANCES FOR CONCRETE CONSTRUCTION AND MATERIALS WITH THE FOLLOWING

SUPPLEMENTAL REQUIREMENTS, UNLESS NOTED OTHERWISE ON THE DRAWINGS:

1. CONCRETE MIXES SHALL MEET THE REQUIREMENTS SPECIFIED BELOW:

2. CEMENT SHALL CONFORM TO ASTM C50 TYPE I, II, OR III, OR ASTM C595 TYPE IL.

3. CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, STIRRUPS, TIES, ETC. AS NECESSARY TO SECURELY HOLD

REINFORCING IN PLACE WHILE PLACING CONCRETE.

4. CHLORIDE-BASED ADMIXTURES ARE PROHIBITED IN ALL REINFORCED CONCRETE.

5. REINFORCING STEEL SHALL BE CONFORM TO A615, A706, OR A996, GRADE 60.

6. WELDED WIRE REINFORCMENT SHALL CONFORM TO ASTM A1064.

7. HORIZONTAL REINFORCING SHALL BE CONTINUOUS. REINFORCING STEEL SHALL BE LAPPED AS FOLLOWS

WHERE SPLICES ARE REQUIRED:

BAR SIZE LAP DIMENSION

#4 2'-0" #5 2'-6" #6 3'-0"

8. CONCRETE COVER ON REINFORCEMENT SHALL BE 3".

9. NON-SHRINK, NON-METALLIC, FACTORY PACKAGED GROUT SHALL BE USED BENEATH STEEL BASE PLATES.

GROUT SHALL HAVE A MINUMUM 28-DAY COMPRESSIVE STRENGTH OF 6,000 PSI AND SHALL CONFORM TO

ASTM C1107.

CONCRETE USE

FOUNDATIONS

28-DAY

COMPRESSIVE

STRENGTH

(f'c)

3,000 PSI 1 1/2"

AIR

ENTRAINMENT

NONE

UNIT WEIGHT

145 - 150 PCF

MAX

AGGREGATE

SIZE

0.55

MAX

W/C

RATIO

FOUNDATION NOTES

1. FOUNDATIONS SHALL BEAR ON UNDISTURBED SOIL OR COMPACTED ENGINEERING FILL.

2. EARTHWORK OPERATIONS SHALL BE PERFORMED UNDER THE DIRECTION OF A PROFESSIONAL GEOTECHNICAL

ENGINEER TO ASSURE COMPLIANCE WITH THE RECOMMENDATIONS OF THE SOILS REPORT.

3. CONCRETE SHALL NOT BE PLACED WHERE WATER OR FROST EXISTS IN THE BOTTOM OF THE FOUNDATION

EXCAVATION.

4. GEOTECHNICAL ENGINEER SHALL VERIFY THAT SOIL ON WHICH FOUNDATIONS BEAR MEET THE SOIL BEARING

CAPACITY LISTED IN THE DESIGN DATA.

5. OWNER IS RESPONSIBLE FOR VERIFYING LOCATIONS OF UNDERGROUND UTLITIES PRIOR TO EXCAVATION TO

AVOID DAMAGE.

6. BACKFILL SHALL BE GRANULAR MATERIAL, FREE FROM CLAY, LOAM OR PERISHABLE MATERIAL. THE APPROVED

MATERIAL SHALL BE PROPERLY COMPACTED.

POST-INSTALLED ANCHORS

ADHESIVE ANCHORS AND MECHANICAL EXPANSION ANCHORS INTO CONCRETE OR MASONRY SHALL CONFORM TO ALL REQUIREMENTS OF THE CURRENT ACI 301 SPECIFICATIONS FOR STRUCTURAL CONCRETE AND ACI 318 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE WITH THE FOLLOWING SUPPLEMENTAL REQUIREMENTS, UNLESS NOTED OTHERWISE ON THE DRAWINGS:

1. ADHESIVE ANCHORS SHALL MEET THE REQUIREMENTS:

BASE MATERIAL ANCHOR DESCRIPTION

CONCRETE HILTI HIT-HY 200 V3 W/THREADED ROD ASTM F1554 GR. 55

2. MECHANICAL EXPANSION ANCHORS SHALL MEET THE REQUIREMENTS:

BASE MATERIAL ANCHOR DESCRIPTION

CONCRETE HILTI CARBON STEEL KWIK BOLT KB-TZ2

3. ANCHOR DIAMETERS AND EMBEDMENT DEPTHS SHALL BE IN ACCORDANCE WITH THE SECTIONS AND DETAILS.

4. APPROVAL FROM A PROFESSIONAL ENGINEER IS REQUIRED BEFORE USING ANY ANCHOR NOT LISTED.

5. PROVIDE A MESH SCREEN IN UNGROUTED CMU AND BRICKS WITH HOLES OR VOIDS.

6. ANCHORS SHALL BE INSTALLED BY TRAINED PERSONNEL IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. WHEN APPLICABLE, HOLES SHALL BE PROPERLY DRILLED, CLEANED AND DRIED.

7. CONTACT THE ENGINEER OF RECORD IF EXISTING REINFORCING BARS OBSTRUCT THE ANCHOR LOCATION.

DO NOT CUT OR DAMAGE EXISTING REINFORCING BARS.

8. ADHESIVE ANCHORS SHALL BE AXIAL PROOF TESTED TO A LOAD EQUAL TO 67% OF THE MANUFACTURER'S LISTED TENSION CAPACITY OF THE ANCHOR DUE TO BOND AND CONCRETE FAILURE (REFER TO CHART BELOW). EACH ANCHOR SHALL BE TESTED INDIVIDUALLY WITH THE LOAD HELD FOR 1 MINUTE. ANCHORS SHALL BE REJECTED AND REPLACED IF THEY SHOW SIGNS OF SLIPPAGE, DISPLACEMENT, DAMAGE, OR

CONCRETE CRACKING / FAILURE.

BASE MATERIAL ANCHOR DIAMETER EMBEDMENT LOAD (LBS.)

CONCRETE 3/4" 4 3/4" 7,235

CONCRETE 3/4" 6" 7,735

9. MECHANICAL EXPANSION ANCHORS SHALL BE TESTED BY APPLYING THE SPECIFIED INSTALLATION TORQUE

VALUE. ANCHORS SHALL BE REJECTED AND REPLACED IF THEY SHOW SIGNS OF SLIPPAGE, DISPLACEMENT, DAMAGE, OR CONCRETE CRACKING / FAILURE

10. VERIFY REINFORCEMENT LOCATIONS BEFORE CONSTRUCTION TO CONFIRM FINAL ANCHOR POSITIONS PRIOR TO FABRICATING PLATES, MEMBERS, OR OTHER STEEL ASSEMBLIES TO BE ATTACHED USING MECHANICAL

ANCHORS.

11. CONTRACTOR SHALL LOCATE ALL SLAB PENETRATIONS PRIOR TO CONSTRUCTION BY SCANNING WITH GROUND PENETRATING RADAR (GPR), X-RAY, OR OTHER APPROVED METHOD, ENSURING A MINIMUM 2" CLEARANCE BETWEEN THE EDGE OF ANY CUT OR OPENING AND ANY POST-TENSIONING TENDON OR MILD

REINFORCEMENT.

S T

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YDR. JAMES

GRIFFIN

JEFFREY

LJBinc.com

(866) 552-3536 info@LJBinc.com

CHECKED

DATE

PROJECT NUMBER

SHEET TITLE

SHEET NUMBER

DRAWN

DESIGNED

RELEASED FORREV DATE

© 1985-2025 LJB Inc. This drawing contains information that is proprietary to and property of LJB Inc. and shall be kept confidential. No publication or distribution of this drawing may be made without the express written consent of LJB Inc. except for the limited purposes set forth in the contract between LJB Inc. and party for whom this drawing was made.

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GENERAL

STRUCTURAL

DATA

S002

CINCINNATI/NORTHERN KENTUCKY

INTERNATIONAL AIRPORT

FALL PROTECTION

AND CONFINED

SPACE DESIGN -

SWTP

KENTON COUNTY

AIRPORT BOARD

P.O. BOX 75200 CINCINNATI, OH

45275

SPLITTER BOX

DIGESTER 1DIGESTER 2SLUDGE HOLDING TANK

CLARIFIERS

S102

A S103

B

S104

C

S105

D

S106

E

S T

T E O F K ENTU

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E E

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YDR. JAMES

GRIFFIN

JEFFREY

LJBinc.com

(866) 552-3536 info@LJBinc.com

CHECKED

DATE

PROJECT NUMBER

SHEET TITLE

SHEET NUMBER

DRAWN

DESIGNED

RELEASED FORREV DATE

© 1985-2025 LJB Inc. This drawing contains information that is proprietary to and property of LJB Inc. and shall be kept confidential. No publication or distribution of this drawing may be made without the express written consent of LJB Inc. except for the limited purposes set forth in the contract between LJB Inc. and party for whom this drawing was made.

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SWTP OVERALL

PLAN

S101

CINCINNATI/NORTHERN KENTUCKY

INTERNATIONAL AIRPORT

FALL PROTECTION

AND CONFINED

SPACE DESIGN -

SWTP

KENTON COUNTY

AIRPORT BOARD

P.O. BOX 75200 CINCINNATI, OH

45275

SCALE: 1/32" = 1'-0"

SWTP OVERALL PLANN

26'-8"

ACCESS PLATFORM

ACCESS PLATFORM

EX. ACCESS PLATFORM

S501

1'-0" M

AX.

26'-8"

1'-0" MAX.

3' -0

MODIFY EX. GUARDRAIL

S501

OPP.

S501

LEGEND

- WALL MOUNT DAVIT BASE

T E O F K ENTU

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E E

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YDR. JAMES

GRIFFIN

JEFFREY

LJBinc.com

(866) 552-3536 info@LJBinc.com

CHECKED

DATE

PROJECT NUMBER

SHEET TITLE

SHEET NUMBER

DRAWN

DESIGNED

RELEASED FORREV DATE

© 1985-2025 LJB Inc. This drawing contains information that is proprietary to and property of LJB Inc. and shall be kept confidential. No publication or distribution of this drawing may be made without the express written consent of LJB Inc. except for the limited purposes set forth in the contract between LJB Inc. and party for whom this drawing was made.

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SLUDGE

HOLDING TANK

PLAN

S102

CINCINNATI/NORTHERN KENTUCKY

INTERNATIONAL AIRPORT

FALL PROTECTION

AND CONFINED

SPACE DESIGN -

SWTP

KENTON COUNTY

AIRPORT BOARD

P.O. BOX 75200 CINCINNATI, OH

45275

SCALE: 1/8" = 1'-0"

A S101

SLUDGE HOLDING TANK PLANN

EX. ACCESS

PLATFORM

EX. SWING GATE TO BE LOCKED

UNLESS FALL PROTECTION SYSTEM

IS BEING USED

ACCESS PLATFORM

1'-0" MAX.

S501

EX. ACCESS

PLATFORM

S501

MODIFY EX. GUARDRAIL

1' -0

M

A X

ACCESS PLATFORM

1'-0" M

AX.

S501

OPP.

1' -0

" M

AX

T E O F K ENTU

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E E

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YDR. JAMES

GRIFFIN

JEFFREY

LJBinc.com

(866) 552-3536 info@LJBinc.com

CHECKED

DATE

PROJECT NUMBER

SHEET TITLE

SHEET NUMBER

DRAWN

DESIGNED

RELEASED FORREV DATE

© 1985-2025 LJB Inc. This drawing contains information that is proprietary to and property of LJB Inc. and shall be kept confidential. No publication or distribution of this drawing may be made without the express written consent of LJB Inc. except for the limited purposes set forth in the contract between LJB Inc. and party for whom this drawing was made.

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DIGESTER 2

PLAN

S103

CINCINNATI/NORTHERN KENTUCKY

INTERNATIONAL AIRPORT

FALL PROTECTION

AND CONFINED

SPACE DESIGN -

SWTP

KENTON COUNTY

AIRPORT BOARD

P.O. BOX 75200 CINCINNATI, OH

45275

SCALE: 1/8" = 1'-0"

B S101

DIGESTER 2 PLANN

EX. ACCESS

PLATFORM

EX. ACCESS

PLATFORM

S501

EX. SWING GATE TO BE LOCKED

UNLESS FALL PROTECTION

SYSTEM IS BEING USED

MODIFY EX. GUARDRAIL

ACCESS PLATFORM

1'-0" MAX.

1' -0

M

A X

S501

ACCESS PLATFORM

1'-0" M

AX.

S501

OPP.

1'-0" M

AX.

T E O F K ENTU

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E E

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YDR. JAMES

GRIFFIN

JEFFREY

LJBinc.com

(866) 552-3536 info@LJBinc.com

CHECKED

DATE

PROJECT NUMBER

SHEET TITLE

SHEET NUMBER

DRAWN

DESIGNED

RELEASED FORREV DATE

© 1985-2025 LJB Inc. This drawing contains information that is proprietary to and property of LJB Inc. and shall be kept confidential. No publication or distribution of this drawing may be made without the express written consent of LJB Inc. except for the limited purposes set forth in the contract between LJB Inc. and party for whom this drawing was made.

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DIGESTER 1

PLAN

S104

CINCINNATI/NORTHERN KENTUCKY

INTERNATIONAL AIRPORT

FALL PROTECTION

AND CONFINED

SPACE DESIGN -

SWTP

KENTON COUNTY

AIRPORT BOARD

P.O. BOX 75200 CINCINNATI, OH

45275

SCALE: 1/8" = 1'-0"

C S101

DIGESTER 1 PLANN

5'-8" 8'-0" 7'-8"

℄ EX. SWING GATE ℄ EX. SWING GATE ℄ EX. SWING GATE

3'-0" 3'-0" 3'-0"

S502

TYP.

- CENTER MOUNT DAVIT BASE

T E O F K ENTU

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E E

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YDR. JAMES

GRIFFIN

JEFFREY

LJBinc.com

(866) 552-3536 info@LJBinc.com

CHECKED

DATE

PROJECT NUMBER

SHEET TITLE

SHEET NUMBER

DRAWN

DESIGNED

RELEASED FORREV DATE

© 1985-2025 LJB Inc. This drawing contains information that is proprietary to and property of LJB Inc. and shall be kept confidential. No publication or distribution of this drawing may be made without the express written consent of LJB Inc. except for the limited purposes set forth in the contract between LJB Inc. and party for whom this drawing was made.

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CLARIFIER PLAN

VIEW

S105

CINCINNATI/NORTHERN KENTUCKY

INTERNATIONAL AIRPORT

FALL PROTECTION

AND CONFINED

SPACE DESIGN -

SWTP

KENTON COUNTY

AIRPORT BOARD

P.O. BOX 75200 CINCINNATI, OH

45275

SCALE: 1/8" = 1'-0"

D S101

CLARIFIER PLANN

UP

6'-0"

3' -0

3'

-0

5'-0"

7' -0

5'-0" 6'-0"

8' -6

MODIFY GRATING TO PROVIDE 6"x6"

OPENING FOR DAVIT AND INSTALL

REMOVABLE HATCH OR COVER

2'-6"

2' -0

8' -6

2'-6"

T E O F K ENTU

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E E

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YDR. JAMES

GRIFFIN

JEFFREY

LJBinc.com

(866) 552-3536 info@LJBinc.com

CHECKED

DATE

PROJECT NUMBER

SHEET TITLE

SHEET NUMBER

DRAWN

DESIGNED

RELEASED FORREV DATE

© 1985-2025 LJB Inc. This drawing contains information that is proprietary to and property of LJB Inc. and shall be kept confidential. No publication or distribution of this drawing may be made without the express written consent of LJB Inc. except for the limited purposes set forth in the contract between LJB Inc. and party for whom this drawing was made.

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SPLITTER BOX

PLAN VIEW

S106

CINCINNATI/NORTHERN KENTUCKY

INTERNATIONAL AIRPORT

FALL PROTECTION

AND CONFINED

SPACE DESIGN -

SWTP

KENTON COUNTY

AIRPORT BOARD

P.O. BOX 75200 CINCINNATI, OH

45275

SCALE: 1/4" = 1'-0"

E S101

SPLITTER BOX PLANN

BOLT-ON GUARDRAIL -

1 1/2"Ø SCH 40 PIPE

3' -6

M

A X

3' -3

M

IN

4'-6"

SWING GATE

2'-2"

1' -7

M

A X

GUARDRAIL POST -

1 1/2"Ø SCH 80

PIPE

T/GRATING

SEE TYPICAL GUARDRAIL

POST TO CHANNEL DETAIL

EX. 2"Ø ALUMINUM

GUARDRAIL

3'-2"

1' -7

3' -6

M

A X

3' -3

M

IN

BOLT-ON GUARDRAIL -

1 1/2"Ø SCH 40 PIPE

2'-2"

DEMO EX. RAIL

SWING GATE

GUARDRAIL

POST - 1 1/2"Ø

SCH 80 PIPE

EX. WINCH

T/CONC

SEE TYPICAL GUARDRAIL

POST TO CONCRETE DETAIL

3'-6"

LANDING LENGTH

2'-6" MIN.

C12X20.7

10" TYP.

10" TREADS TYP.

1" BAR GRATING

(GALVANIZED)

HSS3X3X1/4

HSS3X3X1/4

(1 5)

E Q

. S P

A C

E S

8' -9

1" BAR GRATING

(GALVANIZED)

T/FOUNDATION

T/TANK

2'-0" MAX. 4'-6" MAX, 4'-6" MAX. 4'-6" MAX.

SWING GATE

S501

3'-3"

0' -0

M

IN

1' -0

M

A X

C12X20.7 WELDMENT

3'-0"

EX. TANK WALL

3' -6

M

A X

3' -3

M

IN

1' -7

M

A X

C12X20.7 WELDMENT

W.P.

1'-0"

W.P.

W.P.

M A

X

6" E

Q

E Q

M A

X

6"

L3X3X3/16

L3X3X3/16

1 1/2" SCH 80 PIPE

1/2" GUSSET

PLATE - TYP.

TYP. BRACING

(2) LOCATIONS

TOE PL1/4X4

3'-3"

S T

T E O F K ENTU

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E E

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YDR. JAMES

GRIFFIN

JEFFREY

LJBinc.com

(866) 552-3536 info@LJBinc.com

CHECKED

DATE

PROJECT NUMBER

SHEET TITLE

SHEET NUMBER

DRAWN

DESIGNED

RELEASED FORREV DATE

© 1985-2025 LJB Inc. This drawing contains information that is proprietary to and property of LJB Inc. and shall be kept confidential. No publication or distribution of this drawing may be made without the express written consent of LJB Inc. except for the limited purposes set forth in the contract between LJB Inc. and party for whom this drawing was made.

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SECTIONS &

DETAILS

S501

CINCINNATI/NORTHERN KENTUCKY

INTERNATIONAL AIRPORT

FALL PROTECTION

AND CONFINED

SPACE DESIGN -

SWTP

KENTON COUNTY

AIRPORT BOARD

P.O. BOX 75200 CINCINNATI, OH

45275

SCALE: 3/4" = 1'-0"

S103 S104

SECTION

SCALE: 3/4" = 1'-0"

S102

SECTION

SCALE: 3/4" = 1'-0"

S102, S103, S104

SECTION

SCALE: 3/4" = 1'-0"

S501

SECTION

NOTE: SEE SHEET S502 FOR FOUNDATION REQUIREMENTS NOTE: SEE SHEET S502 FOR FOUNDATION REQUIREMENTS

2' -0

DAVIT BASE

BOLT D-RING W/ 5/8"Ø EXPANSION

ANCHOR (ALL STAINLESS STEEL)

EX. GUARDRAIL

T/CONC

ELEV = 840'-7"

T/CONC

ELEV = 823'-7"

#4 TIES EQ. SPACED AT

1'-0"

(4) #6 BARS

GRADE

2' -6

3"

3" C

LR

#4 TIES EQ. SPACED AT

1'-0"

(4) #6 BARS

1'-8" SQ.

T Y

P

IC

A L

3" C

LR

3" C

LR

WIRE MESH CENTERED IN SLAB

GRADE

COMPACTED GRAVEL

4'-0"

3" 1/

2"

1/

2"

1"

COMPACTED

2' -6

3" C

LR

T Y

P

1'-2" (x4'-0") STAIR LANDING

(2) #4 CONT.

(2) #4 CONT.

S T

T E O F K ENTU

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YDR. JAMES

GRIFFIN

JEFFREY

LJBinc.com

(866) 552-3536 info@LJBinc.com

CHECKED

DATE

PROJECT NUMBER

SHEET TITLE

SHEET NUMBER

DRAWN

DESIGNED

RELEASED FORREV DATE

© 1985-2025 LJB Inc. This drawing contains information that is proprietary to and property of LJB Inc. and shall be kept confidential. No publication or distribution of this drawing may be made without the express written consent of LJB Inc. except for the limited purposes set forth in the contract between LJB Inc. and party for whom this drawing was made.

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SECTIONS &

DETAILS

S502

CINCINNATI/NORTHERN KENTUCKY

INTERNATIONAL AIRPORT

FALL PROTECTION

AND CONFINED

SPACE DESIGN -

SWTP

KENTON COUNTY

AIRPORT BOARD

P.O. BOX 75200 CINCINNATI, OH

45275

SCALE: 3/4" = 1'-0"

S105

SECTION

SCALE: 1" = 1'-0"

TYP. FOOTING AT STAIR POST

SCALE: 1" = 1'-0"

TYP. STAIR LANDING SECTION

SCALE: 1" = 1'-0"

TYP. STAIR STRINGER FOOTING

1' -9

1'

-9

3' -0

1 1/2" SCH 40 PIPE TOP RAIL

1 1/4" SCH 40 PIPE

HANDRAIL

1 1/2" SCH 80 PIPE POST TYP

1 1/2" SCH 40 PIPE MID-RAIL

5"

2 1/4" MIN.

C12 STRINGER

T/LANDING OR

TREAD AT NOSING

3'-6" MAX

2'-6" CLEAR

1'-10" MIN.

CL POST

3/16

C12 STRINGER

PL 3/8X2 1/2X0'-8" W/ (2) 5/8"Ø BOLTS

1"

1"

1/

2"

4" 4"2" 2"

C12

1/4" CLOSURE PL

3/16

PL 3/8X4X0'-8"

W/(1) 13/16"⌀ HOLE

1/4" PL TO C12

C

PL 3/8"

CENTERED

℄ (1) 5/8"⌀ EXPANSION

ANCHOR W/ 3 1/4"

EMBEDMENT

1/4" CLOSURE PL

1" NON-SHRINK

GROUT

FOOTING

4"

9"

1/4"

4 SIDES

HSS3X3

PL1/2X4X0'-9"

1 1/2" TYP.

℄ (2) 5/8"Ø EXPANSION ANCHORS

W/ 3 1/4" EMBEDMENT

1" NON-SHRINK

GROUT

FOOTING

9"

4"

(2) 5/8"Ø BOLTS

1/4"

4 SIDES

1 1/2" TYP.

PL3/8X4X0'-9"

HSS3X3

℄ (2) 1/2"Ø EXPANSION

ANCHORS W/ 3 1/4"

EMBEDMENT

CONCRETE

GUARDRAIL POST

PL 3/8X6X0'-6"

3/16

1" 4" 1"

1" 4"

1"

PL 3/8X6X0'-6"

6"

6"

NOTE:

1)SWING GATE ATTACHED TO GUARDRAIL PER

MANUFACTURER SPECIFICATIONS.

2)SWING GATE TO BE LOCKED UNLESS FALL

PROTECTION SYSTEM IS BEING USED.

1' -7

M

A X

1' -7

M

A X

3' -6

(3

'-3

M

IN

T/GRATING

SWING GATE -

GARLOCK PN: 56HH74

(OR APPROVED EQUAL)

CL POST

3/16

CHANNEL

PL 3/8X2 1/2X0'-8" W/ (2) 5/8"Ø BOLTS

1/

2"

9"

4"

EDGE OF CONC.

6" M

IN

(4) 3/4"Ø ADHESIVE ANCHORS

W/ 6" EMBEDMENT

1/

2" M

IN

EX. CONC. WALL

8 1/2"

1/

4"

M

IN

(4) 3/4"Ø ADHESIVE ANCHORS

W/ 4 3/4" EMBEDMENT

T/CONC

(2) 5/8"Ø BOLTS

C12

PL3/8X4X0'-6"

C12 STRINGER

1/4"

1/4"

TYP.

S T

T E O F K ENTU

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E E

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YDR. JAMES

GRIFFIN

JEFFREY

LJBinc.com

(866) 552-3536 info@LJBinc.com

CHECKED

DATE

PROJECT NUMBER

SHEET TITLE

SHEET NUMBER

DRAWN

DESIGNED

RELEASED FORREV DATE

© 1985-2025 LJB Inc. This drawing contains information that is proprietary to and property of LJB Inc. and shall be kept confidential. No publication or distribution of this drawing may be made without the express written consent of LJB Inc. except for the limited purposes set forth in the contract between LJB Inc. and party for whom this drawing was made.

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SECTIONS &

DETAILS

S503

CINCINNATI/NORTHERN KENTUCKY

INTERNATIONAL AIRPORT

FALL PROTECTION

AND CONFINED

SPACE DESIGN -

SWTP

KENTON COUNTY

AIRPORT BOARD

P.O. BOX 75200 CINCINNATI, OH

45275

SCALE: 1" = 1'-0"

TYP. STAIR RAIL DETAIL

SCALE: 1 1/2" = 1'-0"

TYP. GUARDRAIL POST TO STRINGER

SCALE: 1 1/2" = 1'-0"

TYP. STRINGER BOTTOM CONNECTON

SCALE: 1 1/2" = 1'-0"

TYP. BASE PLATE CONNECTION

SCALE: 1" = 1'-0"

TYP. CAP PLATE CONNECTION

SCALE: 1" = 1'-0"

TYP. GUARDRAIL TO CONCRETE

SCALE: 1" = 1'-0"

TYP. SWING GATE SECTION

SCALE: 1 1/2" = 1'-0"

TYP. GUARDRAIL POST TO CHANNEL

SCALE: 1 1/2" = 1'-0"

TYP. CENTER MOUNT DAVIT BASE

SCALE: 1 1/2" = 1'-0"

TYP. WALL MOUNT DAVIT BASE

SCALE: 1 1/2" = 1'-0"

TYP. STRINGER TOP CONNECTION

NOTE: 4" MINIMUM EDGE DISTANCE FOR EXPANSION ANCHORS

SPLITTER BOX

DIGESTER 1DIGESTER 2SLUDGE HOLDING TANK

CLARIFIERS

S102

A S103

B

S104

C

S105

D

S106

E

S T

T E O F K ENTU

C l

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31511

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SSI LN E NG IN

E E

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A

YDR. JAMES

GRIFFIN

JEFFREY

LJBinc.com

(866) 552-3536 info@LJBinc.com

CHECKED

DATE

PROJECT NUMBER

SHEET TITLE

SHEET NUMBER

DRAWN

DESIGNED

RELEASED FORREV DATE

© 1985-2025 LJB Inc. This drawing contains information that is proprietary to and property of LJB Inc. and shall be kept confidential. No publication or distribution of this drawing may be made without the express written consent of LJB Inc. except for the limited purposes set forth in the contract between LJB Inc. and party for whom this drawing was made.

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0127047A.00

05-01-25

SWTP OVERALL

PLAN

S101

CINCINNATI/NORTHERN KENTUCKY

INTERNATIONAL AIRPORT

FALL PROTECTION

AND CONFINED

SPACE RETRIEVAL -

SWTP

KENTON COUNTY

AIRPORT BOARD

P.O. BOX 75200 CINCINNATI, OH

45275

SCALE: 1/32" = 1'-0"

SWTP OVERALL PLANN

0 6/02/2025 CONSTRUCTION

P3

P4

P5

P6

P7 P8

P9

LJB INC.

CVG FALL PROTECTION AND

CONFINED SPACE DESIGN

JUNE 2, 2025

REVISED JULY 15, 2025

P101

P3

ADD GUARDRAIL ADD SWING GATE

ADD DAVIT BASE

ON OUTSIDE OF

CONCRETE WALL

LJB INC.

CVG FALL PROTECTION AND

CONFINED SPACE DESIGN

JUNE 2, 2025

LJB INC.

CVG FALL PROTECTION AND

CONFINED SPACE DESIGN

JUNE 2, 2025

P102

P4

NEW GROUND SUPPORTED

ACCESS PLATFORM WITH

STAIRS AND SWING GATE

INSTALL DAVIT

BASE ON WALL

LJB INC.

CVG FALL PROTECTION AND

CONFINED SPACE DESIGN

JUNE 2, 2025

LJB INC.

CVG FALL PROTECTION AND

CONFINED SPACE DESIGN

JUNE 2, 2025

P103

P5

ADD GUARDRAIL

WITH SWING GATE

INSTALL DAVIT

BASE ON WALL

LJB INC.

CVG FALL PROTECTION AND

CONFINED SPACE DESIGN

JUNE 2, 2025

LJB INC.

CVG FALL PROTECTION AND

CONFINED SPACE DESIGN

JUNE 2, 2025

P104

ADD GUARDRAIL

WITH SWING GATE

INSTALL DAVIT

BASE ON WALL

P6

LJB INC.

CVG FALL PROTECTION AND

CONFINED SPACE DESIGN

JUNE 2, 2025

LJB INC.

CVG FALL PROTECTION AND

CONFINED SPACE DESIGN

JUNE 2, 2025

P105

P7

INSTALL DAVIT BASES

ON WALL AT EACH

SWING GATE LOCATION

LJB INC.

CVG FALL PROTECTION AND

CONFINED SPACE DESIGN

JUNE 2, 2025

LJB INC.

CVG FALL PROTECTION AND

CONFINED SPACE DESIGN

JUNE 2, 2025

P106

P8

INSTALL D-RINGS

ON WALL BELOW

EACH SWING GATE

LOCATION

LJB INC.

CVG FALL PROTECTION AND

CONFINED SPACE DESIGN

JUNE 2, 2025

LJB INC.

CVG FALL PROTECTION AND

CONFINED SPACE DESIGN

JUNE 2, 2025

P107

P9

INSTALL SEVERAL DAVIT

BASES TO SIDE ON WALL

AROUND SPLITTER BOX

LJB INC.

CVG FALL PROTECTION AND

CONFINED SPACE DESIGN

JUNE 2, 2025

LJB INC.

CVG FALL PROTECTION AND

CONFINED SPACE DESIGN

JUNE 2, 2025

P108

G001 COVER SHEET

S T

T E O F K ENT U

C l

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31511

K

A

C N S O

R P

F

E

SSI LN E NG IN

E E

R

EE DL

A

YDR. JAMES

GRIFFIN

JEFFREY

LJBinc.com

(866) 552-3536 info@LJBinc.com

DATEPROJECT NUMBER SHEET NUMBER

© 1985-2025 LJB Inc. This drawing contains information that is proprietary to and property of LJB Inc. and shall be kept confidential. No publication or distribution of this drawing may be made without the express written consent of LJB Inc. except for the limited purposes set forth in the contract between LJB Inc. and party for whom this drawing was made.

RELEASES / REVISIONS

DRAWING INDEX

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0128276A.00 05-01-25 G001

PROJECT TEAM

ROOF FALL PROTECTION - PARKING DECK

CINCINNATI/NORTHERN KENTUCKY INTERNATIONAL AIRPORT

KENTON COUNTY AIRPORT BOARD

PO BOX 75200 CINCINNATI, OH 45275

STRUCTURAL

S001 GENERAL STRUCTURAL DATA

S101 PLAN VIEW

S501 SECTIONS & DETAILS

REV DATE RELEASED FOR

0 06-02-2025 CONSTRUCTION

SUMMARY OF WORK: Providing fall protection railings, roof markings, access ladder and gate, etc. as indicated on the drawings.

i. Locate and avoid existing reinforcing and or post tensioning tendons via X-Ray or approved methods.

ii. Provide 160’ +/- steel railing, access ladder, (70 +/-) roof marking.

OSHA 29 CFR 1910

DESIGN SPECIFICATIONS

DESIGN DATA

ROOF LOADS

ROOF SNOW LOAD

GROUND SNOW LOAD, pg ------------------------- 20 PSF FLAT ROOF SNOW LOAD, pf --------------------- 20 PSF SNOW EXPOSURE FACTOR, Ce ----------------- 0.9 SNOW LOAD IMPORTANCE FACTOR, ls ------ 1.0 THERMAL FACTOR, Ct ------------------------------ 1.2

BASIC DESIGN WIND LOAD

BASIC WIND SPEED, V ---------------------------------- 115 MPH

RISK CATEGORY ------------------------------------------ II

EXPOSURE -------------------------------------------------- B

VELOCITY PRESSURE, q ------------------------------- 16 PSF

LIVE LOAD (UNIFORM) ------------------------ 25 PSF

DEAD LOAD (TOTAL) --------------------------- SELF-WEIGHT

EARTHQUAKE DESIGN DATA

RISK CATEGORY ------------------------------------------ II

SEISMIC IMPORTANCE FACTOR, le ----------------- 1.00

SS = 0.146

S1 = 0.08

SITE CLASS -------------------------------------------------- D (DEFAULT)

SDS = 0.156

SD1 = 0.128

SEISMIC DESIGN CATEGORY ------------------------- B

BASIC SEISMIC-FORCE-RESISTING SYSTEM:

STEEL SYSTEM NOT SPECIFICALLY DETAILED FOR

SEISMIC RESISTANCE

SEISMIC RESPONSE COEFFICIENT, CS ------------ 0.052

RESPONSE MODIFICATION COEFFICIENT, R ---- 3

DESIGN BASE SHEAR, CSW ----------------------------- 0.052W

ANALYSIS PROCEDURE:

ELF PROCEDURE

WALKING-WORKING SURFACE LOADS

LADDER

• LIVE LOAD ------------------------------------------------- 300 LBS

• DEAD LOAD LADDER ---------------------------------- 10 PLF

GUARDRAIL & STAIR RAILS

• LIVE LOAD TOP RAIL (CONCENTRATED) -------- 200 LBS

• LIVE LOAD MID RAIL ------------------------------------- 150 LBS

• LIVE LOAD TOEBOARD --------------------------------- 50 LBS

• DEAD LOAD ------------------------------------------------- 20 PLF

ADD'L.

A.F.F.

ALT.

ALUM.

ARCH.

B/ B.F.F.

BLDG.

C/C C.J.P.

C.L.

C.M.U.

CONT.

DIA.

DIM.

DWG.

ELEV.

EQ.

EQUIP.

E.S.

E.W.

EX.

EXT.

F/ F.S.

F.V.

GA.

GALV.

HORIZ.

I.D.

K

KLF

KSI

LB.

L.F.

ADDITIONAL

ABOVE FINISH FLOOR

ALTERNATE

ALUMINUM

ARCHITECTURAL

BOTTOM OF

BELOW FINISH FLOOR

BUILDING

CENTER TO CENTER

COMPLETE JOINT PENETRATION

CENTERLINE

CONCRETE MASONRY UNIT

CONTINUOUS

DIAMETER

DIMENSION

DRAWING

ELEVATION

EQUAL

EQUIPMENT

EACH SIDE

EACH WAY

EXISTING

EXTERIOR

FACE OF

FAR SIDE

FIELD VERIFY

GAUGE

GALVANIZED

HORIZONTAL

INSIDE DIAMETER

KIP

KIPS PER LINEAR FOOT

KIPS PER SQUARE INCH

POUND

LINEAL FEET

LLH

LLV

MAX.

MECH.

MEMB.

MIN.

MISC.

N.A.

N.S.

N.T.S.

O/O O.C.

O.D.

OPP.

PCF

PL

PLF

PSF

PSI

R.D.

REQ'D.

R.T.U.

SCH.

SIM.

SQ.

S.S.

STL.

STRUCT.

T/ T&B

TYP.

U.N.O.

VERT.

W/ W.P.

LONG LEG HORIZONTAL

LONG LEG VERTICAL

MAXIMUM

MECHANICAL

MEMBRANE

MINIMUM

MISCELLANEOUS

NOT APPLICABLE

NEAR SIDE

NOT TO SCALE

OUT TO OUT

ON CENTER

OUTSIDE DIAMETER

OPPOSITE

POUNDS PER CUBIC FOOT

PLATE

POUNDS PER LINEAL FOOT

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

ROOF DRAIN

REQUIRED

ROOF TOP UNIT

SCHEDULE

SIMILAR

SQUARE

STAINLESS STEEL

STEEL

STRUCTURAL

TOP OF

TOP AND BOTTOM

TYPICAL

UNLESS NOTED OTHERWISE

VERTICAL

WITH

WORK POINT

STRUCTURAL ABBREVIATIONS

FALL PROTECTION ABBREVIATIONS

AAF

CLFAS

EAL

FBH

HLL

MAD

MAF

AVERAGE ARREST FORCE

CLIMBING LADDER FALL ARREST SYSTEM

ENERGY ABSORBING LANYARD

FULL BODY HARNESS

HORIZONTAL LIFELINE

MAXIMUM ARREST DISTANCE

MAXIMUM ARREST FORCE

PPE

SRD

SRL

SRL-LE

SRL-P

SRL-R

VLL

PERSONAL PROTECTIVE EQUIPMENT

SELF-RETRACTING DEVICE

SELF-RETRACTING LANYARD

SELF-RETRACTING LANYARD, LEADING EDGE

SELF-RETRACTING LANYARD, PERSONAL

SELF-RETRACTING LANYARD, RESCUE

VERTICAL LIFELINE

GENERAL NOTES

1. INSTALLER / ERECTOR IS RESPONSIBLE FOR MEANS, METHODS, PROCEDURES, AND SEQUENCES

OF CONSTRUCTION.

2. INSTALLER / ERECTOR IS RESPONSIBLE FOR CONDUCTING OPERATIONS IN ACCORDANCE WITH

THE APPLICABLE OSHA REGULATIONS AS WELL AS SAFETY REQUIREMENTS OF THE OWNER,

SITE, STATE, LOCAL AGENCIES.

3. INSTALLER / ERECTOR IS RESPONSIBLE FOR TEMPORARY BRACING AND SHORING TO ENSURE THE

STRUCTURAL INTEGRITY OF THE NEW AND ANY EXISTING STRUCTURES DURING CONSTRUCTION.

4. INSTALLER / ERECTOR IS RESPONSIBLE FOR THE REMOVAL OF ALL DEBRIS FROM THE OWNER'S

PROPERTY AND DISPOSAL ACCORDING TO OWNER AND LOCAL REGULATIONS.

5. HOLES AND NOTCHES SHALL NOT BE CUT, DRILLED OR BURNED INTO ANY STRUCTURAL MEMBER

IN THE FIELD WITHOUT THE APPROVAL OF THE ENGINEER.

6. ALL DEVIATIONS FROM THE ENGINEERING DRAWINGS SHALL BE SUBMITTED IN WRITTEN FORM

TO THE ENGINEER FOR APPROVAL.

7. INSTALLER / ERECTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES FOUND BETWEEN

THE ENGINEERING DRAWINGS AND THE EXISTING CONDITIONS.

8. INSTALLER / ERECTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES FOUND BETWEEN

THE GENERAL STRUCTURAL NOTES, SPECIFICATIONS, AND DRAWINGS. THE ENGINEER WILL

DETERMINE WHICH REQUIREMENT WILL GOVERN.

9. DETAILS DESIGNATED AS "TYPICAL DETAILS" APPLY GENERALLY TO THE DRAWINGS IN AREAS

WHERE CONDITIONS ARE SIMILAR TO THOSE SHOWN IN THE DETAILS. CONTACT ENGINEER FOR

INTERPRETATION OF THE APPLICABILITY OF TYPICAL DETAILS.

10. EXISTING BUILDING INFORMATION SHOWN IS BASED UPON EXISTING BUILDING DRAWINGS AND FIELD OBERSVATIONS. THIS INFORMATION MAY NOT CONFORM EXACTLY TO THE CONDITIONS IN THE FIELD. INSTALLER / ERECTOR SHALL FIELD VERIFY ALL EXISTING BUILDING INFORMATION

SHOWN AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR TO THE FABRICATION OR

INSTALLATION.

11. INSTALLER / ERECTOR IS RESPONSIBLE FOR REPLACING AND REINSTALLING ANY STRUCTURAL MEMBER, ANCHOR OR COMPONENT THAT IS DAMAGED, BROKEN, OR FAILS INSPECTIONS / TESTING.

12. INSTALLER / ERECTOR IS RESPONSIBLE FOR TEMPORARILY REMOVING EXISTING UTILITIES AND OBSTRUCTIONS AS REQUIRED FOR THE INSTALLATION AND REINSTALLING (INCLUDING NECESSARY

MODIFICATIONS) AFTER COMPLETION OF WORK.

13. INSTALLER / ERECTOR IS RESPONSIBLE FOR SUBMITTING SHOP DRAWINGS FOR STRUCTURAL

WORK SHOWING ERECTION PLANS, PIECE DRAWINGS, AND CONNECTION DETAILS TO THE

ENGINEER. SHOP DRAWINGS SHALL BE APPROVED BY THE ENGINEER PRIOR TO FABRICATION.

14. ROOF MARKINGS TO BE MINIMUM 6" WIDE AND SAFETY YELLOW. ROOF MARKINGS TO BE

ADHERED TO ROOF WITH APPROPRIATE ROOFING ADHEISIVE.

LEGAL DISCLAIMER

THE DESIGNS AND SPECIFICATIONS CONTAINED HEREIN ARE INTENDED SOLELY FOR USE ON THE SPECIFIC PROJECT FOR WHICH THEY ARE PREPARED. ANY USE OF THESE DESIGNS AND SPECIFICATIONS ON OTHER PROJECTS, OR WITHOUT THE DIRECT INVOLVEMENT OF LJB, IS STRICTLY PROHIBITED. LJB SHALL NOT BE HELD RESPONSIBLE FOR ANY CLAIMS, DAMAGES, OR LIABILITIES ARISING FROM SUCH UNAUTHORIZED USE.

STRUCTURAL STEEL

FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO ALL REQUIREMENTS OF THE CURRENT AISC SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS WITH THE FOLLOWING SUPPLEMENTAL

REQUIREMENTS, UNLESS NOTED OTHERWISE ON THE DRAWINGS:

1. WIDE FLANGE SHAPES, STRUCTURAL TEES, AND CHANNELS SHALL CONFORM TO ASTM A992.

STRUCTURAL TUBES SHALL CONFORM TO ASTM A500 GRADE C. STRUCTURAL PLATES AND

ANGLES SHALL CONFORM TO ASTM A572 GRADE 50. PIPES SHALL CONFORM TO ASTM A53 GRADE B.

ALL OTHER STRUCTURAL STEEL SHALL CONFORM TO ASTM A572 GRADE 50.

2. BOLTS SHALL CONFORM TO ASTM F3125 GRADE A325, SIZE AS PER PLAN. BOLTED CONNECTIONS SHALL PROVIDE A MINIMUM EDGE DISTANCE OF 1" FOR BOLT DIAMETERS 1/2" THROUGH 5/8" AND 1 1/4"

FOR BOLT DIAMETERS 3/4" THROUGH 1" AND SHALL BE LOCATED PER THE WORKABLE GAGE

ALLOWANCES. BOLT HOLES SHALL BE DRILLED 1/16" LARGER THAN THE BOLT DIAMETER, EXCEPT FOR

GALVANIZED MATERIAL WHICH SHALL BE DRILLED 1/8" LARGER.

3. THREADED RODS SHALL CONFORM TO ASTM A36. ANCHOR RODS SHALL CONFORM TO ASTM F1554 GRADE 36 STEEL WITH COMPOSITIONAL LIMITS OF ASTM A36 STEEL TO ENSURE WELDABITLITY.

4. NUTS SHALL CONFORM TO ASTM A563. WASHERS SHALL CONFORM TO ASTM F436.

5. SPLICING OF STRUCTURAL STEEL IS PROHIBITED EXCEPT AS DETAILED.

6. ALL WELDING SHALL BE DONE BY QUALIFIED WELDERS IN ACCORDANCE WITH THE CURRENT EDITION

OF THE AWS STRUCTURAL WELDING CODE. WELDING ELECTRODES SHALL BE E70SXX.

7. ALL STRUCTURAL STEEL, CONNECTIONS AND BOLTS SHALL BE GALVANIZED. APPLY ZINC COATING BY THE HOT-DIPPED PROCESS IN ACCORDANCE WITH ASTM A123. GALVANIZING SHALL BE PERFORMED

AFTER FABRICATION. GALVANIZED STEEL SHALL NOT BE PAINTED.

8. CLEAN FIELD WELDS AND DAMAGED AREAS FOLLOWING ERECTION. APPLY PAINT ACCORDING TO THE SHOP PAINTING REQUIREMENTS. APPLY GALVANIZING REPAIR PAINT ACCORDING TO ASTM A780.

POST-INSTALLED ANCHORS

ADHESIVE ANCHORS AND MECHANICAL EXPANSION ANCHORS INTO CONCRETE OR MASONRY SHALL CONFORM TO ALL REQUIREMENTS OF THE CURRENT ACI 301 SPECIFICATIONS FOR STRUCTURAL CONCRETE AND ACI 318 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE WITH THE FOLLOWING SUPPLEMENTAL REQUIREMENTS, UNLESS NOTED OTHERWISE ON THE DRAWINGS:

1. MECHANICAL EXPANSION ANCHORS SHALL MEET THE REQUIREMENTS:

BASE MATERIAL ANCHOR DESCRIPTION (BRAND, ADHESIVE, ROD, MATERIAL)

CONCRETE HILTI CARBON STEEL KWIK BOLT KB-TZ2

2. ANCHOR DIAMETERS AND EMBEDMENT DEPTHS SHALL BE IN ACCORDANCE WITH THE SECTIONS AND DETAILS.

3. APPROVAL FROM A PROFESSIONAL ENGINEER IS REQUIRED BEFORE USING ANY ANCHOR NOT LISTED.

4. ANCHORS SHALL BE INSTALLED BY TRAINED PERSONNEL IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. WHEN APPLICABLE, HOLES SHALL BE PROPERLY DRILLED, CLEANED AND DRIED.

5. CONTACT THE ENGINEER OF RECORD IF EXISTING REINFORCING BARS OBSTRUCT THE ANCHOR LOCATION.

DO NOT CUT OR DAMAGE EXISTING REINFORCING BARS.

6. MECHANICAL EXPANSION ANCHORS SHALL BE TESTED BY APPLYING THE SPECIFIED INSTALLATION TORQUE

DAMAGE, OR CONCRETE CRACKING / FAILURE.

7. VERIFY REINFORCEMENT LOCATIONS BEFORE CONSTRUCTION TO CONFIRM FINAL ANCHOR POSITIONS PRIOR TO FABRICATING PLATES, MEMBERS, OR OTHER STEEL ASSEMBLIES TO BE ATTACHED USING MECHANICAL

ANCHORS.

8. CONTRACTOR SHALL LOCATE ALL SLAB PENETRATIONS PRIOR TO CONSTRUCTION BY SCANNING WITH GROUND PENETRATING RADAR (GPR), X-RAY, OR OTHER APPROVED METHOD, ENSURING A MINIMUM 2" CLEARANCE BETWEEN THE EDGE OF ANY CUT OR OPENING AND ANY POST-TENSIONING TENDON OR MILD

REINFORCEMENT.

S T

T E O F K ENTU

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31511

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SSI LN E NG IN

E E

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EE DL

A

YDR. JAMES

GRIFFIN

JEFFREY

LJBinc.com

(866) 552-3536 info@LJBinc.com

CHECKED

DATE

PROJECT NUMBER

SHEET TITLE

SHEET NUMBER

DRAWN

DESIGNED

RELEASED FORREV DATE

© 1985-2025 LJB Inc. This drawing contains information that is proprietary to and property of LJB Inc. and shall be kept confidential. No publication or distribution of this drawing may be made without the express written consent of LJB Inc. except for the limited purposes set forth in the contract between LJB Inc. and party for whom this drawing was made.

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GENERAL

STRUCTURAL

DATA

S001

CINCINNATI/NORTHERN KENTUCKY

INTERNATIONAL AIRPORT

ROOF FALL

PROTECTION -

PARKING DECK

KENTON COUNTY

AIRPORT BOARD

PO BOX 75200 CINCINNATI, OH

45275

0 06-02-2025 CONSTRUCTION

EX. BEACON

ROOF MOUNTED

GUARDRAIL

ROOF MARKING

'-0

'-0

SWING

GATE

LADDER

70'-0"

'-0

'-0

S501

PARKING GARAGE ROOF

PARKING DECK ROOF

ELEV. = 936'-7"

S501

1'-0"

C.L. LADDER

S T

T E O F K ENTU

C l

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31511

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C N S O

R P

F E

SSI LN E NG IN

E E

R

EE DL

A

YDR. JAMES

GRIFFIN

JEFFREY

LJBinc.com

(866) 552-3536 info@LJBinc.com

CHECKED

DATE

PROJECT NUMBER

SHEET TITLE

SHEET NUMBER

DRAWN

DESIGNED

RELEASED FORREV DATE

© 1985-2025 LJB Inc. This drawing contains information that is proprietary to and property of LJB Inc. and shall be kept confidential. No publication or distribution of this drawing may be made without the express written consent of LJB Inc. except for the limited purposes set forth in the contract between LJB Inc. and party for whom this drawing was made.

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0128276A.00

05-01-25

PLAN VIEW

S101

CINCINNATI/NORTHERN KENTUCKY

INTERNATIONAL AIRPORT

ROOF FALL

PROTECTION -

PARKING DECK

KENTON COUNTY

AIRPORT BOARD

PO BOX 75200 CINCINNATI, OH

45275

N SCALE: 3/16" = 1'-0"

PARKING DECK ROOF PLAN

0 06-02-2025 CONSTRUCTION

1' -8

5' -9

GUARDRAIL

BEACON BEAM

PARKING DECK ROOF

3' -6

23'-9"

LADDER SIDERAIL

LADDER RUNG

3/16

3/8" 1/8"

LEVEL 5

ELEV = 924'-7"

'-6

4' -6

7'

-0

3"

3"

1/ 2"

LEVEL 5

ELEV = 924'-7"

T/RUNG & ROOF

ELEV = 936'-7"

'-6

S P

A C

E S

'-0

2' -0

T/RUNG & ROOF

ELEV = 936'-7"

1'-0" 1'-0"

3/4"Ø NON-SLIP RUNGS

(NOT REBAR)

1/2X2 1/2" PL. SIDERAIL

BRACKETS @ 7'-0" O.C.

MAX. (SEE LADDER

CONNECTION DETAIL)

1'-6"

(M A

X

1' -0

INSTALL LADDER

SECURITY GUARD

NOTE:

SWING GATE ATTACHED TO GUARDRAIL PER

MANUFACTURER SPECIFICATIONS

1' -7

M

A X

1' -7

M

A X

3' -6

(3

'-3

M

IN

T/ DECK

SWING GATE

GARLOCK PN 56HH74

(OR APPROVED EQUAL)

1/2" ⌀ EXPANSION ANCHOR

W/ 3 1/4" EMBEDMENT

BENT PL 3/8X3

3/16

3 SIDES

PL 1/2" X 2 1/2"

1/2"

CONCRETE

12" MAX.

9 1/2" MIN.

1"

1/ 2"

LADDER SIDERAIL

LADDER RUNG

C.L. 1/2"Ø EXPANSION ANCHOR

W/ 3 1/4" EMBEDMENT, CENTERED

L4X3X3/8X0'-2 1/2" (LLV)

CENTER ON SIDERAIL

C.L.