W912P524Q0042_tplans_old horizontal lifeline_rta.pdf

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FOR R

EFERENCE O

NLY

Q15-79/11.2

Q15-79/56.3

Q15-79/120.2

Q15-79/121.4

Q15-79/122.4

Q15-79/123.4

Q15-79/125.4

Q15-79/405

Q15-79/406.1

Q15-79/433.2

S O

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IT

A

T

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N

D E

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B

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C

R

IP

M

K

I Z

U

H

W

IS

SHEET ID

.S

P

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G

IN

J

1312111098765432

®of Engineers

US Army Corps

IL

V

M-201

-2

-P

-0

-3

IV

Q

-O

-M

.d g n

IZ

IF

/4

INTERIOR DOWNSTREAM WALL

380'-0"

SEE DETAIL A

SEE NOTE 1

19'-6"

04 3 2 1 4

SCALE: ¼''=1'-0''

PARTS SCHEDULE

(TYP )

SEE DETAIL C & D SEE DETAIL B

MK.3(TYP )

SHUTTLE

XENON

EXISTING CONCRETE STRUCTURE

EXISTING HANDRAILEXISTING CRANE RAIL

1014934

1005709

416SS

1010609

PART #

MK. 5

MK. 4

MK. 3

MK. 2

MK. 1

MK. #

5/16"� S.S. WIRE ROPE 420' MIN.

SHOCK ABSORBER

XENON SHUTTLE

STAINLESS STEEL D-BOLT ANCHORAGE CONNECTOR

INTERMEDIATE BRACKET

ITEM DESCRIPTION

REMARKS

CERTIFIED FINAL DOCUMENTS - RTA

EXISTING I-BEAM (TYP.)

(NOTE 10)

EXISTING I-BEAM (TYP.4) EXISTING I-BEAM (TYP.)

11. SEE DWG Q15-M-501 FOR SURFACES TO BE PAINTED

LOCKWASHERS.

SHALL NOT BE MORE THAN 30 FT. FURNISH EACH SUPPORT WITH 1/2"Ø x 3" BOLT, NUT AND LOCKWASHERS AND SPLIT

I-BEAMS ARE PAIRED SHALL ONLY HAVE ONE INTERMEDIATE BRACKET INSTALLED. SPAN BETWEEN SUPPORTS

10. MOUNT UNIVERSAL INTERMEDIATE BRACKETS AT EACH EXISTING STEEL I-BEAM(18 TOTAL ). LOCATIONS WHERE

INTERMEDIATE SUPPORTS.

9. XENON SHUTTLE SHALL HAVE THE SELF-ALIGNMENT FEATURE TO ALLOW EASY PASSAGE THROUGH THE UNIVERSAL

DOUBLE SHOCK ABSORBER SYSTEM.

RATED CAPACITY IS TWO(2 ) WORKERS FOR A SINGLE SHOCK ABSORBER SYSTEM AND FOUR(4 ) WORKERS FOR A

8. SHOCK ABSORBER ACTS AS AN INLINE SHOCK ABSORBER, TURNBUCKLE, TENSION INDICATOR AND FALL INDICATOR.

7. D-BOLT ANCHOR FASTENER (5/8"-11UNC-5" ) SHALL BE RATED FOR A MINIMUM OF 10,000 LBS.

6. ALL BOLTS SHALL BE FURNISHED WITH WASHERS, SPLIT LOCKWASHERS, AND NUTS.

5. UNLESS OTHERWISE NOTED, ALL MATERIALS SHALL BE MADE OF STAINLESS STEEL(S.S ).

4. SEE DWG Q15-OHP-M-501 FOR DETAILS A,B,C,D AND SECTION A-A.

FITTINGS, CABLE GUIDE, CABLE CLIPS, ANCHOR SHACKLES, AND THIMBLES.

SYSTEM. THESE ACCESSORIES INCLUDE, BUT NOT LIMITED TO FASTENERS, COTTER PINS, SWAGELESS CABLE

3. CONTRACTOR SHALL PROVIDE ALL REQUIRED ACCESSORIES TO INSTALL A COMPLETE HORIZONTAL LIFELINE

BY THE MANUFACTURER.

2. PERMANENT HORIZONTAL LIFELINE SYSTEM MUST BE INSTALLED BY A QUALIFIED PERSON AS RECOMMENDED

FALL PROTECTION SYSTEM AS MANUFACTURED BY MILLER / HONEYWELL SAFETY OR APPROVED EQUAL.

1. PERMANENT HORIZONTAL LIFELINE SYSTEM MUST MEET OSHA AND ANSI A10.32. PRODUCT SHALL BE XENON

NOTES:

QTY.

SHEET ID

.S

1312111098765432

®of Engineers

M-501

-P

-0

-3

IV

-O

-M -5

.d g n

IZ

IF

3"

SECTION A-A

DETAIL C

06 4 2 6IN

SCALE: 3''= 1'-0''

DETAIL A

"� x 3" BOLT2

"� WIRE ROPE16

EXISTING CRANE RAIL

EXISTING CONCRETE STRUCTURE

NOT SHOWN FOR CLARITY )

(EXISTING HAND RAIL

EXISTING I-BEAM

CABLE FITTING

SWAGELESS"212

"416

ROPE

"� S.S WIRE16

ROPE

"� S.S WIRE16

THIMBLE

(MIN. 4 )

CABLE CLIPS

ANCHOR SHACKLE

"212

"416

DETAIL B

INTERMEDIATE BRACKET

MOUNT UNIVERSAL

1/2"� x 3" BOLT TO

"� HOLE FOR 8

MK. 1

BRACKET(TYP. )

INTERMEDIATE

SCALE: 6" =1'-0"

DETAIL D

"� WIRE ROPE16

" x 3" BOLT2

CERTIFIED FINAL DOCUMENTS - RTA

DETAIL C AND D

MK. 1 (NOTES 2 AND 3)

BRACKET (TYP. )

INTERMEDIATE

(NOTES 2 AND 3 )

CONNECTOR, MK. 2

D-BOLT ANCHORAGE

(NOTES 2 AND 3 )

CONNECTOR, MK. 2

D-BOLT ANCHORAGE

CL

G10 MATERIAL WITH A COMPRESSIVE STRENGTH OF 65 KSI AS STATED IN SPECIFICATION 05 50 15.10 SECTION 3.3.1

4. WASHER AND ISULATING SLEEVE SEPARATING STRUCTURAL BEAM AND STAINLESS STEEL XENON SYSTEM WILL BE MADE OF

3. LOCATE D-BOLT ANCHOR 6' - 0" ABOVE EXISTING CONCRETE STRUCTURE.

2. PAINTING TO BE PERFORMED BY OTHERS AFTER HOLES DRILLED AND BEFORE INSTALLATION OF SYSTEM

1. SEE DWG Q15-M-201 FOR LOCATION OF MARK NUMBERS, SECTIONS, AND DETAILS ON THIS DRAWING.

NOTES:

WASHERS MADE OF G10 MATERIAL

Washers made of G10 material

G10 SLEEVE

G10 SLEEVE

Q15-OHP-M-201

Q15-OHP-M-501

Plans For

Old Hickory Powerhouse

Fall Protection Lifeline

Cumberland River

Sumner County

Old Hickory, Tennessee

Nashville District of Engineers

W912P5-24-Q-0042 Submitted:

Waldy F. Pichardo

(2.) The approval signatures appearing in the signature block on this sheet constitute approval of all drawings listed in the sheet index.

of individuals appear on these project documents within the scope of their employment as required by ER 1110-1-8152.

(1.) This project was designed by the Nashville District of the U.S. Army Corps of Engineers. The initials or signatures and registration designations

Note:

Steven J. Duncan, P.E.

Chief, Mechanical Section

Approved:

Adam C. Walker, P.E., PMP

Chief, Design Branch

Project Engineer

Approval Recommended:

Certified Final Documents - RTA

July 2024

DRAWING INDEX

REFERENCE DRAWINGS:

CONTRACT DRAWINGS:

SUPPORT LINE MOUNTING - DETAILSM-501

INTERIOR WALL ELEVATION - DETAILSM-201

STRUCTURAL STEEL - HANDRAIL DETAILS - SH. 2Q15-79/433.2

STRUCTURAL STEEL - TRANSVERSE FRAMINGQ15-79/40.1

STRUCTURAL STEEL - ROOF FRAMINGQ15-79/405

ARCHITECTURAL - ERECTION BAY - ELEVATIONS AND SECTIONSQ15-79/125.4

ARCHITECTURAL - GENERATOR ROOM WALLS - INTERIOR ELEV. - SH. 4Q15-79/123.4

ARCHITECTURAL - GENERATOR ROOM WALLS - INTERIOR ELEV. - SH. 3Q15-79/122.4

ARCHITECTURAL - GENERATOR ROOM WALLS - INTERIOR ELEV. - SH. 2Q15-79/121.4

ARCHITECTURAL - GENERATOR ROOM WALLS - INTERIOR ELEV. - SH. 1Q15-79/120.2

EQUIPMENT - LONGITUDINAL SECTIONQ15-79/56.3

GENERAL - LOCATION AND ACCESS - PLANQ15-79/11.2

2024-07-26T15:47:22-0500

PICHARDO.WALDY.FELIX.1408797140

I attest to the accuracy and integrity of this document

2024-07-29T15:11:09-0500

DUNCAN.STEVEN.JAMES.1541095876

2024-07-30T09:44:16-0500

WALKER.ADAM.CRAIG.1251900740