Dwg No.:

Project:

Drawn By: Sht No.:Scale:

Dwg Title:

Date:RevisionDateNo.PHONE: 714/633-2100 FAX: 714/633-6901

647 NORTH HARITON STREET . ORANGE, CALIFORNIA 92868-1311

FED I.D. NO. 95-3007071 A California Corporation

LIFTING AND RIGGING SOLUTIONS

Mr Crane

This document is the sole property of Mr. Crane Inc. and is to be used only by them in the execution of their work. It is lent to theborrower for his / her confidential use only. In consideration of the loan of this document, the borrower promises and agrees toreturn it upon request without being reproduced, copied, lent, or used for any purpose other than that for which it is furnished.These documents are not represented as third-party engineering products. They are the property of MCI and are issued only inconjunction with the work to be performed by MCI. This document is not to be used by others without the expressed writtenconsent of MCI and releasing MCI of all responsibility. No liability or assumption of risk will be accepted by MCI for the unauthorizeduse of these documents. Weights, dimensions, and other information used in producing this document may have been furnishedby others, and is assumed to be the most accurate information. MCI is not responsible for the accuracy supplied by others. MCI'sadvice and assistance is given in good faith, but without responsibility. All documents are preliminary until accepted by customer.

RTM PIPERACK MODULESRIO TINTO

CRANE PLANRO-1, RO-2, RO-3

LTM1400-7.1 TRUCK CRANE135' MAIN BOOM+Y-GUY

264,600 LBS CTWTFULL OUTRIGGERS

MC23041HL 1NTSMS2.15.13

1 2.15.13 ISSUE FOR REVIEW

2 2.18.13 ADDED SLING CALC.

3 2.20.13 RIGGING DETAILS/BLOCK CHANGE

4 3.6.13 RIGGING CHANGE

5

LTM1400-7.1 TRUCK CRANE

135' MAIN BOOM

Y-GUY DEPLOYED

264,600 LBS CTWT

FULL OUTRIGGERS

360° CHART

RO-1

PICK WEIGHT: 74,160 LBS

HOOK BLOCK: 4,050 LBS

RIGGING: 3,022 LBS

LOAD LINE: 1,040 LBS

TOTAL WEIGHT: 82,272 LBS

AT PICK OFF TRANPORT

CAPACITY @ 34': 242,600 LBS

PERCENT CAPACITY: 34%

AT SET

CAPACITY @ 33'-10": 243,300 LBS

PERCENT CAPACITY: 33.8%

RO-2

PICK WEIGHT: 64,940 LBS

HOOK BLOCK: 4,050 LBS

RIGGING: 3,114 LBS

LOAD LINE: 1,040 LBS

TOTAL WEIGHT: 73,144 LBS

AT PICK OFF TRANPORT

CAPACITY @ 34': 242,600 LBS

PERCENT CAPACITY: 30.1%

AT SET (CTWT RETRACTED)

CAPACITY @ 30'-10": 255,800 LBS

PERCENT CAPACITY: 28.6%

RO-3

PICK WEIGHT: 54,820 LBS

HOOK BLOCK: 4,050 LBS

RIGGING: 2,252 LBS

LOAD LINE: 1,040 LBS

TOTAL WEIGHT: 62,162 LBS

AT PICK OFF TRANPORT

CAPACITY @ 34': 242,600 LBS

PERCENT CAPACITY: 25.6%

AT SET

CAPACITY @ 67'-6": 138,200 LBS

PERCENT CAPACITY: 45%

MIN. RADIUS WITH 135' BOOM = 32'

(22' w/ CTWT RETRACTED)

(AS CONFIGURED)

NOTE: CAPACITY BASED ON CRANE

CAPACITY AND LINE PULL (28,400#)

6 PARTS LINE USED.

PICK & SET LOCATIONSRO1, RO2, AND RO3

SLING CALCULATION: RO-1

WT: 76,085 LBS + RIGGING BELOW BAR ( 1,925 LBS) = 74,160 LBS

SLING ANGLE: 58°

NEGATING MIDDLE SLINGS, WEIGHT ON EACH SLING

WT. EACH SLING: 74,160 /4 = 18,540 / SIN 58° = 21,862 LBS EA. TENSION

WIRE ROPE SINGS USED ARE 1.25"Ø EIPS, MAX. TENSION: 30,000 LBS

NOTE: LIFT LUGS BY CUSTOMER

C.G. APPROXIMATED. TO BE FIELD VERIFIED.

Dwg No.:

Project:

Drawn By: Sht No.:Scale:

Dwg Title:

Date:RevisionDateNo.PHONE: 714/633-2100 FAX: 714/633-6901

647 NORTH HARITON STREET . ORANGE, CALIFORNIA 92868-1311

FED I.D. NO. 95-3007071 A California Corporation

LIFTING AND RIGGING SOLUTIONS

Mr Crane

This document is the sole property of Mr. Crane Inc. and is to be used only by them in the execution of their work. It is lent to theborrower for his / her confidential use only. In consideration of the loan of this document, the borrower promises and agrees toreturn it upon request without being reproduced, copied, lent, or used for any purpose other than that for which it is furnished.These documents are not represented as third-party engineering products. They are the property of MCI and are issued only inconjunction with the work to be performed by MCI. This document is not to be used by others without the expressed writtenconsent of MCI and releasing MCI of all responsibility. No liability or assumption of risk will be accepted by MCI for the unauthorizeduse of these documents. Weights, dimensions, and other information used in producing this document may have been furnishedby others, and is assumed to be the most accurate information. MCI is not responsible for the accuracy supplied by others. MCI'sadvice and assistance is given in good faith, but without responsibility. All documents are preliminary until accepted by customer.

RTM PIPERACK MODULESRIO TINTO

CRANE PLANRIGGING RO-1

LTM1400-7.1 TRUCK CRANE135' MAIN BOOM+Y-GUY

264,600 LBS CTWTFULL OUTRIGGERS

MC23041HL 2NTSMS2.15.13

1 2.15.13 ISSUE FOR REVIEW

2 2.18.13 ADDED SLING CALC.

3 2.20.13 RIGGING DETAILS/BLOCK CHANGE

4 3.6.13 RIGGING UPDATE

5

RIGGING DETAILS

REQUIRED

NO. QTY ITEM CAPACITY(LBS) WT.(LBS)

1 2 16' TWINPATH SLINGS 39K 60*

2 4 55T W.B. SHACKLES 39K 240

3 1 10' SPREADER BAR 78K 1050

4 6 40' 1.25"ØW.R. SLING 22K 694

5 2 20' 1.25"Ø W.R. SLING 22K 116

6 2 10' 1.25"Ø W.R. SLING 22K 58

7 2 10T CHAIN HOISTS 13K 462

8 12 17T SHACKLES 22K 207

9 2 17T SHACKLES 22K 35*

10 2 LOAD CELLS 13K EA. 100†

TOTAL 3,022 LBS

NOTE:

* SYNTHETIC TWIN PATH SLINGS HAVE 100K CAPACITY EA.

**EXTRA 17T SHACKLES INCLUDED FOR POSSIBLE LEVELING

OF LOAD.

†LOAD CELLS INCLUDED IN ACCESS AMOUNT.

1

2

3

4

7

4

7

6

6

10

8

NARRATIVE OF LIFT:

1. SNUG CHAINFALLS, BUT DO NOT TENSION

2. COME UP ON LIFT

3. ADJUST CHAIN FALLS TO TAKE OUT DEFLECTION

NO MORE THAN APPROX. 1/6TH OF LOAD EA. 13K EA.

4. LEVEL PICK WITH EXTRA SHACKLES AS REQUIRED.

5

TYP.

8

TYP.

8

TYP.

9

8

TYP.

9

SLING CALCULATION: RO-2

WT: 64,940 LBS + RIGGING BELOW BAR (2,033 LBS) = 66,973 LBS

SLING ANGLE: 62°

NEGATING MIDDLE SLINGS, WEIGHT ON EACH SLING

WT. EACH SLING: 66,973 /4 = 16,744 / SIN 58° = 19,744 LBS EA. TENSION

WIRE ROPE SINGS USED ARE 1.25"Ø EIPS, MAX. TENSION: 30,000 LBS

NOTE: LIFT LUGS BY CUSTOMER

C.G. APPROXIMATED. TO BE FIELD VERIFIED.

Dwg No.:

Project:

Drawn By: Sht No.:Scale:

Dwg Title:

Date:RevisionDateNo.PHONE: 714/633-2100 FAX: 714/633-6901

647 NORTH HARITON STREET . ORANGE, CALIFORNIA 92868-1311

FED I.D. NO. 95-3007071 A California Corporation

LIFTING AND RIGGING SOLUTIONS

Mr Crane

This document is the sole property of Mr. Crane Inc. and is to be used only by them in the execution of their work. It is lent to theborrower for his / her confidential use only. In consideration of the loan of this document, the borrower promises and agrees toreturn it upon request without being reproduced, copied, lent, or used for any purpose other than that for which it is furnished.These documents are not represented as third-party engineering products. They are the property of MCI and are issued only inconjunction with the work to be performed by MCI. This document is not to be used by others without the expressed writtenconsent of MCI and releasing MCI of all responsibility. No liability or assumption of risk will be accepted by MCI for the unauthorizeduse of these documents. Weights, dimensions, and other information used in producing this document may have been furnishedby others, and is assumed to be the most accurate information. MCI is not responsible for the accuracy supplied by others. MCI'sadvice and assistance is given in good faith, but without responsibility. All documents are preliminary until accepted by customer.

RTM PIPERACK MODULESRIO TINTO

CRANE PLANRIGGING RO-2

LTM1400-7.1 TRUCK CRANE135' MAIN BOOM+Y-GUY

264,600 LBS CTWTFULL OUTRIGGERS

MC23041HL 3NTSMS2.15.13

1 2.15.13 ISSUE FOR REVIEW

2 2.18.13 ADDED SLING CALC.

3 2.20.13 RIGGING DETAILS/BLOCK CHANGE

4 3.6.13 RIGGING CHANGE

5

1

7

23

4

4

9

6

4

7

5

5

7

7

7

TYP.

TYP.

TYP.

RIGGING DETAILS

REQUIRED

NO. QTY ITEM CAPACITY(LBS) WT.(LBS)

1 2 16' TWINPATH SLINGS 34K 60*

2 4 55T W.B. SHACKLES 34K 240

3 1 10' SPREADER BAR 67K 1050

4 6 40' 1.25"ØW.R. SLING 20K 694

5 4 20' 1.25"Ø W.R. SLING 20K 232

6 2 10T CHAIN HOISTS 11K 462

7 12 17T SHACKLES 20K 207

8 2 17T SHACKLES 20K 69**

9 2 LOAD CELLS 11K EA. 100†

TOTAL 3,114 LBS

NOTE:

* SYNTHETIC TWIN PATH SLINGS HAVE 100K CAPACITY EA.

**EXTRA 17T SHACKLES INCLUDED FOR POSSIBLE LEVELING

OF LOAD.

†LOAD CELLS INCLUDED IN ACCESS AMOUNT.

NARRATIVE OF LIFT:

1. SNUG CHAINFALLS, BUT DO NOT TENSION

2. COME UP ON LIFT

3. ADJUST CHAIN FALLS TO TAKE OUT DEFLECTION

NO MORE THAN APPROX. 1/6TH OF LOAD EA. 11K EA.

4. LEVEL PICK WITH EXTRA SHACKLES AS REQUIRED.

8

SLING CALCULATION: RO-3

WT: 54,820 LBS + RIGGING BELOW BAR (902 LBS)= 55,722 LBS

SLING ANGLE: 68°

WT. EACH SLING: 55,722 /4 =13,931 LBS

T = 17,548 / SIN 68° = 18,927 LBS

WIRE ROPE SINGS USED ARE 1.25"Ø EIPS, MAX. TENSION: 30,000 LBS

NOTE: LIFT LUGS BY CUSTOMER

C.G. APPROXIMATED. TO BE FIELD VERIFIED.

Dwg No.:

Project:

Drawn By: Sht No.:Scale:

Dwg Title:

Date:RevisionDateNo.PHONE: 714/633-2100 FAX: 714/633-6901

647 NORTH HARITON STREET . ORANGE, CALIFORNIA 92868-1311

FED I.D. NO. 95-3007071 A California Corporation

LIFTING AND RIGGING SOLUTIONS

Mr Crane

This document is the sole property of Mr. Crane Inc. and is to be used only by them in the execution of their work. It is lent to theborrower for his / her confidential use only. In consideration of the loan of this document, the borrower promises and agrees toreturn it upon request without being reproduced, copied, lent, or used for any purpose other than that for which it is furnished.These documents are not represented as third-party engineering products. They are the property of MCI and are issued only inconjunction with the work to be performed by MCI. This document is not to be used by others without the expressed writtenconsent of MCI and releasing MCI of all responsibility. No liability or assumption of risk will be accepted by MCI for the unauthorizeduse of these documents. Weights, dimensions, and other information used in producing this document may have been furnishedby others, and is assumed to be the most accurate information. MCI is not responsible for the accuracy supplied by others. MCI'sadvice and assistance is given in good faith, but without responsibility. All documents are preliminary until accepted by customer.

RTM PIPERACK MODULESRIO TINTO

CRANE PLANRIGGING RO-3

LTM1400-7.1 TRUCK CRANE135' MAIN BOOM+Y-GUY

264,600 LBS CTWTFULL OUTRIGGERS

MC23041HL 4NTSMS2.15.13

1 2.15.13 ISSUE FOR REVIEW

2 2.18.13 ADDED SLING CALC.

3 2.20.13 RIGGING DETAILS/BLOCK CHANGE

4 3.6.13 RIGGING CHANGE

5

1

2

4

3

6

RIGGING DETAILS

REQUIRED

NO. QTY ITEM CAPACITY(LBS) WT.(LBS)

1 2 16' TWINPATH SLINGS 29K 60*

2 4 55T W.B. SHACKLES 29K 240

3 1 10' SPREADER BAR 57K 1050

4 4 40' 1.25"Ø W.R. SLING 19K 463

5 4 20' 1.25"Ø W.R. SLING 19K 232

6 8 17T SHACKLES 19K 138

7 4 17T SHACKLES 19K 69**

TOTAL 2,252 LBS

NOTE:

* SYNTHETIC TWIN PATH SLINGS HAVE 100K CAPACITY EA.

**EXTRA 17T SHACKLES INCLUDED FOR POSSIBLE LEVELING

OF LOAD.

7

5

6

TYP.

TYP.

Dwg No.:

Project:

Drawn By: Sht No.:Scale:

Dwg Title:

Date:RevisionDateNo.PHONE: 714/633-2100 FAX: 714/633-6901

647 NORTH HARITON STREET . ORANGE, CALIFORNIA 92868-1311

FED I.D. NO. 95-3007071 A California Corporation

LIFTING AND RIGGING SOLUTIONS

Mr Crane

This document is the sole property of Mr. Crane Inc. and is to be used only by them in the execution of their work. It is lent to theborrower for his / her confidential use only. In consideration of the loan of this document, the borrower promises and agrees toreturn it upon request without being reproduced, copied, lent, or used for any purpose other than that for which it is furnished.These documents are not represented as third-party engineering products. They are the property of MCI and are issued only inconjunction with the work to be performed by MCI. This document is not to be used by others without the expressed writtenconsent of MCI and releasing MCI of all responsibility. No liability or assumption of risk will be accepted by MCI for the unauthorizeduse of these documents. Weights, dimensions, and other information used in producing this document may have been furnishedby others, and is assumed to be the most accurate information. MCI is not responsible for the accuracy supplied by others. MCI'sadvice and assistance is given in good faith, but without responsibility. All documents are preliminary until accepted by customer.

RTM PIPERACK MODULESRIO TINTO

CRANE PLANUNIT RI-1

LTM1400-7.1 TRUCK CRANE135' MAIN BOOM + Y-GUY

264,600 LBS CTWTFULL OUTRIGGERS

MC23065HL 1ANTSMS3.4.13

1 3.4.13 ISSUE FOR REVIEW

2 3.6.13 RIGGING UPDATE

3 3.25.13 RIGGING UPDATE

4 3.29.13 RIGGING UPDATE

5

LTM1400-7.1 TRUCK CRANE

135' MAIN BOOM

Y-GUY DEPLOYED

264,600 LBS CTWT

FULL OUTRIGGERS

360° CHART

RI-1

PICK WEIGHT: 71,720 LBS

HOOK BLOCK: 4,050 LBS

RIGGING: 3,114 LBS

LOAD LINE: 1,040 LBS

TOTAL WEIGHT: 79,924 LBS

AT PICK OFF TRANSPORT

CAPACITY @ 68': 126,800 LBS

PERCENT CAPACITY: 63.1%

AT SET

CAPACITY @ 72': 127,400 LBS

PERCENT CAPACITY: 62.7%

(POSSIBLE FAR C.G. LOCATION)

AT SET

CAPACITY @ 79': 113,000 LBS

PERCENT CAPACITY: 70.7%

MIN. RADIUS WITH 135' BOOM = 26'

(AS CONFIGURED)

NOTE: CAPACITY SHOWN ABOVE

BASED ON CRANE CAPACITY

LINE PULL: (28,400#)

6 PARTS LINE USED.

(MAX. CAPACITY WITH

6 PARTS = 161,800 LBS)

CRANE SHOWN ATFURTHEST PICKTHIS LOCATION (RI-1)HEADROOM CHECK

PICK & SET LOCATIONRI-1

SLING CALCULATION: RI-1

WT: 93,696 LBS + RIGGING BELOW BAR (2,033 LBS)= 95,729 LBS

SLING ANGLE: 67°

NEGATING MIDDLE SLINGS, WEIGHT ON EACH SLING

WT. EACH SLING: 95,729 /4 = 23,933 / SIN 67° = 26,000 LBS EA. TENSION

WIRE ROPE SINGS USED ARE 1.25"Ø EIPS, MAX. TENSION: 30,000 LBS

NOTE: LIFT LUGS BY CUSTOMER

C.G. APPROXIMATED. TO BE FIELD VERIFIED.

UNIT: RI-1

USE ALL LIFTING LUGS

1

7

23

4

4

9

6

6

Dwg No.:

Project:

Drawn By: Sht No.:Scale:

Dwg Title:

Date:RevisionDateNo.PHONE: 714/633-2100 FAX: 714/633-6901

647 NORTH HARITON STREET . ORANGE, CALIFORNIA 92868-1311

FED I.D. NO. 95-3007071 A California Corporation

LIFTING AND RIGGING SOLUTIONS

Mr Crane

This document is the sole property of Mr. Crane Inc. and is to be used only by them in the execution of their work. It is lent to theborrower for his / her confidential use only. In consideration of the loan of this document, the borrower promises and agrees toreturn it upon request without being reproduced, copied, lent, or used for any purpose other than that for which it is furnished.These documents are not represented as third-party engineering products. They are the property of MCI and are issued only inconjunction with the work to be performed by MCI. This document is not to be used by others without the expressed writtenconsent of MCI and releasing MCI of all responsibility. No liability or assumption of risk will be accepted by MCI for the unauthorizeduse of these documents. Weights, dimensions, and other information used in producing this document may have been furnishedby others, and is assumed to be the most accurate information. MCI is not responsible for the accuracy supplied by others. MCI'sadvice and assistance is given in good faith, but without responsibility. All documents are preliminary until accepted by customer.

RTM PIPERACK MODULESRIO TINTO

CRANE PLANUNIT RI-1

LTM1400-7.1 TRUCK CRANE152' MAIN BOOM + Y-GUY

308,600 LBS CTWTFULL OUTRIGGERS

MC23065HL 2NTSMS3.4.13

1 3.4.13 ISSUE FOR REVIEW

2 3.6.13 RIGGING UPDATE

3 3.22.13 RIGGING UPDATE

4 3.28.13 RIGGING UPDATE

5 3.29.13 WEIGHT CHANGE

RIGGING DETAILS

REQUIRED

NO. QTY ITEM CAPACITY(LBS) WT.(LBS)

1 2 16' TWINPATH SLINGS 37K 60*

2 4 55T W.B. SHACKLES 37K 240

3 1 10' SPREADER BAR 76K 1050

4 6 40' 1.25"ØW.R. SLING 21K 694

5 4 20' 1.25"Ø W.R. SLING 21K 232

6 2 10T CHAIN HOISTS 13K 462

7 12 17T SHACKLES 21K 207

8 2 17T SHACKLES 21K 69**

9 2 LOAD CELLS 20K EA. 100†

TOTAL 3,114 LBS

NOTE:

* SYNTHETIC TWIN PATH SLINGS HAVE 100K CAPACITY EA.

**EXTRA 17T SHACKLES INCLUDED FOR POSSIBLE LEVELING

OF LOAD.

†LOAD CELLS INCLUDED IN ACCESS AMOUNT.

4

7

5

5

7

7

7

TYP.

TYP.

TYP.

NARRATIVE OF LIFT:

1. SNUG CHAINFALLS, BUT DO NOT TENSION

2. COME UP ON LIFT

3. ADJUST CHAIN FALLS TO TAKE OUT DEFLECTION

NO MORE THAN APPROX. 1/6TH OF LOAD EA. 12K EA.

4. LEVEL PICK WITH EXTRA SHACKLES AS REQUIRED.

8

6 4.8.13 WT. / CRANE UPDATE

Dwg No.:

Project:

Drawn By: Sht No.:Scale:

Dwg Title:

Date:RevisionDateNo.PHONE: 714/633-2100 FAX: 714/633-6901

647 NORTH HARITON STREET . ORANGE, CALIFORNIA 92868-1311

FED I.D. NO. 95-3007071 A California Corporation

LIFTING AND RIGGING SOLUTIONS

Mr Crane

This document is the sole property of Mr. Crane Inc. and is to be used only by them in the execution of their work. It is lent to theborrower for his / her confidential use only. In consideration of the loan of this document, the borrower promises and agrees toreturn it upon request without being reproduced, copied, lent, or used for any purpose other than that for which it is furnished.These documents are not represented as third-party engineering products. They are the property of MCI and are issued only inconjunction with the work to be performed by MCI. This document is not to be used by others without the expressed writtenconsent of MCI and releasing MCI of all responsibility. No liability or assumption of risk will be accepted by MCI for the unauthorizeduse of these documents. Weights, dimensions, and other information used in producing this document may have been furnishedby others, and is assumed to be the most accurate information. MCI is not responsible for the accuracy supplied by others. MCI'sadvice and assistance is given in good faith, but without responsibility. All documents are preliminary until accepted by customer.

RTM PIPERACK MODULESRIO TINTO

CRANE PLANUNITS RI-2, RI-3

LTM1400-7.1 TRUCK CRANE118' MAIN BOOM88,200 LBS CTWTFULL OUTRIGGERS

MC23065HL 1BNTSMS3.4.13

1 3.4.13 ISSUE FOR REVIEW

2 3.6.13 RIGGING UPDATE

3 3.22.13 RIGGING UPDATE

4 3.28.13 RIGGING UPDATE

5

LTM1400-7.1 TRUCK CRANE

118' MAIN BOOM

88,200 LBS CTWT

FULL OUTRIGGERS

360° CHART

RI-2

PICK WEIGHT: 69,420 LBS

HOOK BLOCK: 4,050 LBS

RIGGING: 1,951 LBS

LOAD LINE: 1,040 LBS

TOTAL WEIGHT: 76,461 LBS

AT PICK OFF TRANPORT

CAPACITY @ 33'-4": 166,600 LBS

PERCENT CAPACITY: 45.9%

AT SET

CAPACITY @ 33'-4": 166,600 LBS

PERCENT CAPACITY: 45.9%

RI-3

PICK WEIGHT: 31,880 LBS

HOOK BLOCK: 4,050 LBS

RIGGING: 3,114 LBS

LOAD LINE: 1,040 LBS

TOTAL WEIGHT: 40,084 LBS

AT PICK OFF TRANPORT

CAPACITY @ 33'-4": 166,600 LBS

PERCENT CAPACITY: 24.1%

AT SET

CAPACITY @ 57'-6": 80,000 LBS

PERCENT CAPACITY: 50.1%

MIN. RADIUS WITH 118' BOOM = 17'

(AS CONFIGURED)

NOTE: CAPACITY SHOWN ABOVE

BASED ON CRANE CAPACITY

LINE PULL: (28,400#)

6 PARTS LINE USED.

(MAX. CAPACITY WITH

6 PARTS = 161,800 LBS)

RI-1 PICKED & SET PREVIOUSLY

CRANE SHOWN ATFURTHEST PICKTHIS LOCATION (RI-3)HEADROOM CHECK

PICK & SET LOCATIONSRI-2, & RI-3

SLING CALCULATION: RI-2

WT: 69,420 LBS + RIGGING BELOW BAR (770 LBS)= 70,190 LBS

SLING ANGLE: 77°

WT. EACH SLING: 70,190 /4 =17,548 LBS

T = 17,548 / SIN 77° = 18,010 LBS

WIRE ROPE SINGS USED ARE 1.25"Ø EIPS, MAX. TENSION: 30,000 LBS

NOTE: LIFT LUGS BY CUSTOMER

C.G. APPROXIMATED. TO BE FIELD VERIFIED.

USE INTERIOR (x4)LIFTING LUGSONLY

1

2

4

3

5

RIGGING DETAILS

REQUIRED

NO. QTY ITEM CAPACITY(LBS) WT.(LBS)

1 2 16' TWINPATH SLINGS 35K 60*

2 4 55T W.B. SHACKLES 35K 240

3 1 10' SPREADER BAR 72K 1050

4 4 40' 1.25"Ø W.R. SLING 18.01K 463

5 4 17T SHACKLES 18.01K 69

6 4 17T SHACKLES 18.01K 69**

TOTAL 1,951 LBS

NOTE:

* SYNTHETIC TWIN PATH SLINGS HAVE 100K CAPACITY EA.

**EXTRA 17T SHACKLES INCLUDED FOR POSSIBLE LEVELING

OF LOAD.

6

Dwg No.:

Project:

Drawn By: Sht No.:Scale:

Dwg Title:

Date:RevisionDateNo.PHONE: 714/633-2100 FAX: 714/633-6901

647 NORTH HARITON STREET . ORANGE, CALIFORNIA 92868-1311

FED I.D. NO. 95-3007071 A California Corporation

LIFTING AND RIGGING SOLUTIONS

Mr Crane

This document is the sole property of Mr. Crane Inc. and is to be used only by them in the execution of their work. It is lent to theborrower for his / her confidential use only. In consideration of the loan of this document, the borrower promises and agrees toreturn it upon request without being reproduced, copied, lent, or used for any purpose other than that for which it is furnished.These documents are not represented as third-party engineering products. They are the property of MCI and are issued only inconjunction with the work to be performed by MCI. This document is not to be used by others without the expressed writtenconsent of MCI and releasing MCI of all responsibility. No liability or assumption of risk will be accepted by MCI for the unauthorizeduse of these documents. Weights, dimensions, and other information used in producing this document may have been furnishedby others, and is assumed to be the most accurate information. MCI is not responsible for the accuracy supplied by others. MCI'sadvice and assistance is given in good faith, but without responsibility. All documents are preliminary until accepted by customer.

RTM PIPERACK MODULESRIO TINTO

CRANE PLANRI-2

LTM1400-7.1 TRUCK CRANE118' MAIN BOOM88,200 LBS CTWTFULL OUTRIGGERS

MC23065HL 3NTSMS3.4.13

1 3.4.13 ISSUE FOR REVIEW

2 3.6.13 RIGGING UPDATE

3 3.22.13 RIGGING UPDATE

4 3.28.13 RIGGING UPDATE

5

SLING CALCULATION: RI-3

WT: 31,880 LBS + RIGGING BELOW BAR (2,033 LBS)= 33,913 LBS

SLING ANGLE: 64°

NEGATING MIDDLE SLINGS, WEIGHT ON EACH SLING

WT. EACH SLING: 33,913 /4 = 8,480 / SIN 64° = 9,435 LBS EA. TENSION

WIRE ROPE SINGS USED ARE 1.25"Ø EIPS, MAX. TENSION: 30,000 LBS

NOTE: LIFT LUGS BY CUSTOMER

C.G. APPROXIMATED. TO BE FIELD VERIFIED.

USE ALL LIFTING LUGS

Dwg No.:

Project:

Drawn By: Sht No.:Scale:

Dwg Title:

Date:RevisionDateNo.PHONE: 714/633-2100 FAX: 714/633-6901

647 NORTH HARITON STREET . ORANGE, CALIFORNIA 92868-1311

FED I.D. NO. 95-3007071 A California Corporation

LIFTING AND RIGGING SOLUTIONS

Mr Crane

This document is the sole property of Mr. Crane Inc. and is to be used only by them in the execution of their work. It is lent to theborrower for his / her confidential use only. In consideration of the loan of this document, the borrower promises and agrees toreturn it upon request without being reproduced, copied, lent, or used for any purpose other than that for which it is furnished.These documents are not represented as third-party engineering products. They are the property of MCI and are issued only inconjunction with the work to be performed by MCI. This document is not to be used by others without the expressed writtenconsent of MCI and releasing MCI of all responsibility. No liability or assumption of risk will be accepted by MCI for the unauthorizeduse of these documents. Weights, dimensions, and other information used in producing this document may have been furnishedby others, and is assumed to be the most accurate information. MCI is not responsible for the accuracy supplied by others. MCI'sadvice and assistance is given in good faith, but without responsibility. All documents are preliminary until accepted by customer.

RTM PIPERACK MODULESRIO TINTO

CRANE PLANRI-3

LTM1400-7.1 TRUCK CRANE118' MAIN BOOM88,200 LBS CTWTFULL OUTRIGGERS

MC23065HL 4NTSMS3.4.13

1 3.4.13 ISSUE FOR REVIEW

2 3.6.13 RIGGING UPDATE

3 3.22.13 RIGGING UPDATE

4 3.28.13 RIGGING UPDATE

5 4.8.13 RI-3 LIFT PNT CHANGE

RIGGING DETAILS

REQUIRED

NO. QTY ITEM CAPACITY(LBS) WT.(LBS)

1 2 16' TWINPATH SLINGS 17K 60*

2 4 55T W.B. SHACKLES 17K 240

3 1 10' SPREADER BAR 34K 1050

4 6 40' 1.25"ØW.R. SLING 10K 694

5 4 20' 1.25"Ø W.R. SLING 10K 232

6 2 10T CHAIN HOISTS 6K 462

7 12 17T SHACKLES 17K 207

8 2 17T SHACKLES 17K 69**

9 2 LOAD CELLS 6K EA. 100†

TOTAL 3,114 LBS

NOTE:

* SYNTHETIC TWIN PATH SLINGS HAVE 100K CAPACITY EA.

**EXTRA 17T SHACKLES INCLUDED FOR POSSIBLE LEVELING

OF LOAD.

†LOAD CELLS INCLUDED IN ACCESS AMOUNT.

NARRATIVE OF LIFT:

1. SNUG CHAINFALLS, BUT DO NOT TENSION

2. COME UP ON LIFT

3. ADJUST CHAIN FALLS TO TAKE OUT DEFLECTION

NO MORE THAN APPROX. 1/6TH OF LOAD EA. 5.3K EA.

4. LEVEL PICK WITH EXTRA SHACKLES AS REQUIRED.

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7

23

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9

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7

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