SHEET:

SCALE:

APPROVED BY:

DRAWN BY:

DATE:

16151413121110987654321

GENERAL NOTES: REV # REVISIONS CHK BYDATE REV BY

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16151413121110987654321

TITLE:

PROJECT:

CUSTOMER:

DESCRIPTION:

OFFICES:

SEATTLE DIVISION - 1821 180TH ST S.E.

BOTHELL, WA 98031

(206)·784·1054

PORTLAND DIVISION - 5730 NE 138TH AVE

PORTLAND, OR 97320

(503)·283·3111

DISCLOSURE:

THIS DOCUMENT IS THE PROPERTY OF NESS & CAMPBELL CRANE, INC.

THIS DOCUMENT SHALL NOT BE REPRODUCED, COPIED, DISCLOSED

TO OTHERS, OR USED FOR ANY PURPOSE OTHER THAN THAT FOR

WHICH IT WAS FURNISHED WITHOUT PRIOR WRITTEN CONSENT OF

NESS & CAMPBELL CRANE, INC.

2 OF 2

AS SHOWN

M.A.

M.A.

1/19/2016

SITE LAYOUT - ERECTION

APEX TOWER CRANE

MACY'S VOLUNTARY SEISMIC UPGRADE

LIEBHERR 316 EC-H 12 - ERECTION

1. NOT FOR CONSTRUCTION. PREPLANNING USE ONLY.

2. ROTATE TURNTABLE TO BRING JIB SECTIONS INTO WORKING

RADIUS.

3. MAX OUTRIGGER LOADS SHOWN IN THE FOLLOWING SHEETS.

EXISTING UTILITIES AND UNDERGROUND STRUCTURES TO BE

ANALYZED FOR ADEQUATE CAPACITY. ANALYSIS SHALL BE BY

OTHERS.

1 M.A.3/16/2016 M.A.

CRANE #1 - GROVE GMK 7550

BOOM LENGTH

147.6 FT @ 70° W/ MWL

JIB LENGTH 219.8 FT LUFFING JIB

BASE 100% OUTRIGGERS

COUNTERWEIGHT352,700 LBS

PLAN VIEW

ELEVATION VIEW

LOOKING WEST

℄CRANE

ROTATION

℄SET

COUNTER JIB

TOWER TOP

SLEWING ASMBLY UPPER PART

SLEWING ASMBLY LOWER PART

TOWER SECTION 550HC (P/P)

INNER JIB (1,2,3,4)

OUTER JIB (5,6,7,8)

LIE

BH

ER

R 316 E

C-H

12, 230' H

.R

., 252' H

UH

COMPONENT WEIGHT BLOCK RIGGING

TOTAL

WEIGHT

RADIUS CAPACITY

% OF

CAPACITY

(3) 290HC TOWER SECTION 15,210 1,900200

17,310245

23,80073%

SLEWING ASSEMBLY

LOWER PART

7,940 1,900200

10,040245

23,80042%

SLEWING ASSEMBLY

UPPER PART

14,550 1,900200

16,650245

23,80070%

TOWER TOP6,170 1,900

2008,270

24523,800

35%

COUNTER JIB - B21,380 1,900

20023,480

21029,800

79%

INNER JIB (1,2,3,4)27,280 1,900

20029,380

17531,200

94%

OUTER JIB (5,6,7,8)6,890 1,900

2008,990

17531,200

29%

130'-10"

47'-3"

261'-6"

16'-11"

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CRIBBING DETAILS

TYP. EACH O/R

6'x10'x12"

WOOD MAT

8'x10'x2"

STEEL SHEET

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N. EDGE

PF CHANG'S

S. SIDE

BUFFALO WILD WINGS

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UPDATED TOWER SECTION WEIGHTS, ADDED

DIMENSIONS

2 M.A.3/30/2016 M.A.UPDATED TOWER CONFIGURATION