2015-11-12_REVISION - M1977342 - Laserfiche WebLink

Home Browse Search

M -------------- IE7 1 1/2" 0 HOLES h ---4 3/16 TYP' (2) TIES AT 2" O.C., TOP OF HOOKS, REBAR CLOSED TIES (1) TIE AT 2" FROM BOT. OF A.B. LOCATED INSID AED A.B. #4 CLOSED REBAR TIES 2'-2" a SET FOR 1 1/2" CLEAR TO L0.7 g �� L6x6x1/2 ' 3" FROM FACE OF WALL, TO c>o m ANGLE (TYP.) 3" 1'-2" EDGE OF CONC. ENCLOSE A.B., TYPICAL z i l d REBAR TIES SET FOR 3" —3/8"x2"SQUARE CLEAR TO FACE OF WALL o WASHER (TYP.) -AT TOWER 11 AND TOWER EXISTING BASEPLATE 12 ONLY REBAR HOOKS FROM g ,a VERT. BARS AT A.B. MAK w w D 0 p �� 1 cD x rI L6x6x1/2x1'-0" ANCHOR BOLTS AT 6" 1 ._ _! � ♦ ¢ o o z iv I ` I°I i GAGE, DON'T FIT WITHIN �� 00 -H \� EXISTING q'i i I i ANGLE AT END THE SMALLER CLOSED TIES Q aD of FOUNDATION ° a cJ WALL FOUNDATION WALL a i I BELOW - --------------- ---- --- COLUMN BASEPLATE 3/4"0 THREADED ROD REBAR SHOWN ABOVE THROUGH BOLTS, FOR REFERENCE (1) VERT. BAR ALIGNED w/ DOUBLE NUTS I ONLY w/ EACH A.B. ASTM F1554 GRADE 36 OR EQUAL REBAR AT TYP. COL. BASE PLATE � A.B. CONFINEMENT, T- 11 & T- 12 ONLY S4.0 54.13 NOTE: 1 1/2" = 1'-O" S2.11 S4.13 NOTES: 1 1/2" = 1'-0" 1. SEE 2/S4.13 FOR ALTERNATE A.B. CONFINEMENT DETAIL AT 1. AT CONTRACTOR'S OPTION, USE CONTINUOUS L6x5x1/2x9'-O" TOWER 11 AND TOWER 12. FULL LENGTH ON EACH SIDE OF FOUNDATION. 2. ALL STEEL TO BE PRIMED/PAINTED TO MATCH PRIMARY BEAMS. DWG.NO. REFERENCE DRAWINGS DESCRIPTION OF REVISION DATE BY VENTILATION I I ENGR: JLK 2-2614 I aC/ImBX AAol,j-4enum HENDERSON MILL MECHANICAL DRAWN BY: JP 2-28-14 �I. TAILINGS DELIVERY LINE 4 RECORD SET OF CONSTRUCTION COMPLETED IN 2015 094)3A5 1 JLK 1 1STRUCTURAL CHECKED BY: JCS 2-28-14 A FM#pwt-UdAoRM Company ELECTRICAL APPROVED BY: .-El--- — COLUMN BASE DETAILS PIPING APPROVED BY: BAUR 6L ASSOCIATES SCALE: AS NOTED OTHER APR BY: -n�a,.tTl�r.F",11N EF 0.0. PROJ.NO.13024 SHT S4.13 REV. 4