SHEET: SCALE: APPROVED BY: DRAWN BY: DATE: 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 GENERAL NOTES: REV # REVISIONS CHK BY DATE REV BY J H G F E D C B A J H G F E D C B A 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 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 COUNTERWEIGHT 352,700 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) LIEBHERR 316 EC-H 12, 230' H.R., 252' HUH COMPONENT WEIGHT BLOCK RIGGING TOTAL WEIGHT RADIUS CAPACITY % OF CAPACITY (3) 290HC TOWER SECTION 15,210 1,900 200 17,310 245 23,800 73% SLEWING ASSEMBLY LOWER PART 7,940 1,900 200 10,040 245 23,800 42% SLEWING ASSEMBLY UPPER PART 14,550 1,900 200 16,650 245 23,800 70% TOWER TOP 6,170 1,900 200 8,270 245 23,800 35% COUNTER JIB - B 21,380 1,900 200 23,480 210 29,800 79% INNER JIB (1,2,3,4) 27,280 1,900 200 29,380 175 31,200 94% OUTER JIB (5,6,7,8) 6,890 1,900 200 8,990 175 31,200 29% 130'-10" 47'-3" 261'-6" 16'-11" 14'-10" R175' R210' R245' 27'-6" 4TH AVE 3RD AVE OLIVE WA ℄TOWER CRANE 35'-6" 29'-3" 54'-6" CRIBBING DETAILS TYP. EACH O/R 6'x10'x12" WOOD MAT 8'x10'x2" STEEL SHEET 21' 28'-9" EXIST. WATERLINE EXIST. STEAM LINE 19'-6" 40'-5" N. EDGE PF CHANG'S S. SIDE BUFFALO WILD WINGS CURB LINE CURB LINE 17' 18' 4'-4" UPDATED TOWER SECTION WEIGHTS, ADDED DIMENSIONS 2 M.A. 3/30/2016 M.A. UPDATED TOWER CONFIGURATION