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2'-0"MIN EQUIPMENT BY <br /> 4'-0"MAX AEI,TYP <br /> I I I I <br /> I I I I <br /> I I I <br /> MAX(4) HORIZONTAL ° I I I COORDINATE <br /> L-----J L-----J Z TYP GAP IN FIELD <br /> MEMBERS,MIN(2) S667 S667 <br /> i (2 P2941 WJ(4) j l <br /> 112"4x3 1/4 II <br /> -4� I T I EMBEDMENT HILTI KB-TZ2 <br /> I I I I I I II II I jl I <br /> I I I I <br /> L-----J L-----J P1031 FRONT <br /> � P1000H3,TYP <br /> "I P1001,TYP 3 TYP <br /> S667 5667 <br /> FRONT VIEW SIDE VIEW <br /> NOTES: <br /> 1. ASSUMES A200 ND LBS MAX VERTICAL LOAD L HORIZONTAL UNISTRUT CONNECTION C NNECTI NN UNISTRUT BASE 3 <br /> MEMBERS AND 200 LBS MAX HORIZONTAL LOADS ON <br /> VERTICAL MEMBERS. SCALE: 3"-1'—O" S667 S667 SCALE: 3"-1'-0" 5667 S667 <br /> UNISTRUT SUPPORT <br /> SCALE: 1"-1'—O" — 5667 <br /> z <br /> 2 <br /> a' <br /> m <br /> 0 <br /> 9� <br /> c7 <br /> I <br /> i <br /> 0 <br /> 1 <br /> ISSUED FOR CONSTRUCTION <br /> 1601 Sth Avenue,Suite 1600 <br /> i Seattle,WA 98101 <br /> m 206.622.S822 <br /> DESIGN BY KPFF DATE 03.01.24 <br /> I www.kpM.com <br /> o SYM REVISION BY APPROVED GATE $YM REVISION BY APPROVED DATE WAYNE ACCEPTABILITY B. RONIA 03.01.24 DRAWN DATESUBTITLE CURRENT REVISION SYMBOL DATE <br /> 8 ORIG 737 NORTH UNE-40-26 TOWER RELOCATIONS DP 26.03 W8861360 KPFF A EWING 03.01.24 �'SL!�04�dgH/4,��f THIS DESIGN AND/OR UNISTRUT DETAILS W8861360 0 R I 03.01.24 <br /> SPECIFICATION IS APPROVED B. REEVE 03.01.24 SHEET SEQUENCE NO. <br /> EN nT� <br /> BOE/A/G APPROVED BY DEPT. DATE B. REEVE 13.11.24 737 NORTH LINE — 40-26 TOWER RELOCATIONS DP 26.03 CHECKED <br /> S667 <br /> 48649 A BUILDING 40-026 <br /> L E'Y�ti;w A. EWING 03.01.24 <br /> j �SS�ONAL 6a6 `'� " STRUCTURAL MASTER EVERETT, WA DWG NO. 40-026—S667 <br />