Laserfiche WebLink
24+ (12) TYP EA ENDGil <br /> (2)3/4e A325@A GAGE.NOTE 6 AT TSB OF COVER FL <br /> ADD 411 SLOPED <br /> L4r.4x.YSx D'-1P TYP CLOSURE PL3116 WI <br /> �_, 1141 TYP SEAL WELD I <br /> / -3/4e A307 W/1P EPDXY ADHESIVE W14>00 Wibx745 W14x176 'N14x257 1 <br /> 10-Pe To` EMBEDMENT TO IEI SLIB J 1 _ _ i l _ J --. t'i HOLE AT 9'G4GE 7111717 <br /> iµKS�KIRT —\/ 1 I4 HOLES TOTAL) <br /> PL1 12x22x2'-2' <br /> t6x sxr6• <br /> STA <br /> t. PIPE 112 STP,/0.11' TOS EL <br /> -(4)re A307 AR W/0 3118 S <br /> TYP EPDXY ADHESIVE fill/ <br /> 3/116 r <br /> EMBEDMENT TO(E) \ <br /> J SLAB.SNUG TIGHT NIT, S Mk ,= NOTES:0 _ TYP 1M <br /> - 0 U 1 1!2'e BASE PL HOLE W/ .S350 <br /> PL WASHER 4 /\ i \ <br /> F 1. FIELD DRILL HOLES IN BASE SKIRT OF IT r <br /> O,./ .1.__O AIR RECEIVER TANK DO NOT WELD OR —PLva4131/2 CONT— PLIA31/2 CONT PL1x131/2 CONT PL1 l4 to cCNT <br /> DRILL ABOVE AT TANK VESSEL WALL W14x90CP0.5 COLUMN W14x145CP1 COLUMN W14x176CP1 COLUMN <br /> STARTING 4'E"ABOVE SLAB. W14x257CP1 COLUMN <br /> ini �� ® PIPEns o <br /> 916 <br /> FIN TO BEAR PERNSD AIR RECEIVER CONNECTION 53� COLUMN DETAILS <br /> I <br /> • V...._,i4 PL3/4z 3'¢ <br /> IL( <br /> CI [- L: BL <br /> COVER PLATED COLUMN. (E)AIR RECEIVER TANK -1470 <br /> 1' - I ' ' SEE 5220 FOR SIZE SKIRT(1IT THK PL) -_- <br /> PL3116,SEAL \ -tlm2'-P@18'DWL TVP ES <br /> 916 :� WELD ALL AROUND —AS <br /> 1,1P 4" SOD <br /> EMBEDMENT INTO(EI SLAB <br /> 4.60 <br /> I PL1 � -- A .g-P <br /> �I�i� PLATE <br /> PL1 I <br /> RN TO BEAR TYP (E)1'THKPL I— _ - <br /> AT PLATES, - <br /> COLUMN,AND (5)7N,FTG LONG DIRECTION <br /> § SHIM a <br /> @ WIDE FLANGE 44 <br /> I I -(E)64@12'EW m! • ' l4@1P,FTG SHORT DIRECTION <br /> LL- <br /> 916 P TO MATCH COL1.12.22x7 -• H <br /> -- SIZE ABOVE • {/ -,1. 1- qiy 6' <' iP <br /> 114.60\ `h FSS —. -.- _. -.-(.-. <br /> I � 1.._ WL o •� <br /> • • (2)966 AB W/5' S 0 <br /> N •- Q - - CORRUGATED METER HALF PIPE LINER d' <br /> LARGER IN DIAMETER THAN PIPE WITH EPDXY ADHESIVE EMBEDMENT J/ )y)2' ,2• \-GROUT PAD 112' <br /> S S COMPRESSIBLE FOAM INSERT OVER(E)UTILTIY -I_.1,4 GROUT PPD <br /> (4)1•e ABW/S'EPDXY �� <br /> ADHESIVE EMBEDMENT (E)CHANNEL POSSIBLE EXISTING <br /> III-1 I I=1 I I=I 11=1 11=1 I J—III=}1�I I— OTaITIEs <br /> (E)1/9(§12' I I-I 1 H1 M-II II II—I I H I H_1_I-I 1 T-I 1 ....FILL <br /> SEE B/350 FOR <br /> 111-111-111-11I-111-11 II II ' I I�I 111 I I ISW P51 STRENGTH SECTION A el3sa,z Pw — EMBEDMENT <br /> NOTES <br /> NOTES: <br /> 1. IF BASE PLATE OCCURS ABOVE AN EXISTING TEST RAIL,PLUG TEST i1I III�I(I (()_ EXCAVATE SOILS TO EL 41,6* <br /> RAIL 7'-0'BEYOND BASE PLATE WITH REMOVABLE MATERIAL AND —I I I-1 I I—I 1 I-1 1 1. HOOK REINFORCING AT FOOTING EDGE. <br /> FILL TEST RAIL GROOVE WITH BASE PLATE GROUT. <br /> BASE PLATE n AIR RECEIVER SECTION COLUMN FOOTING DETAIL TYPICAL MECHANICAL PIPE STAND <br /> SCALE:314'=1'-0' 1Sfi0�50 SCALE 3•=1�.0' <br /> S350 SCALE t'=i'-0' S350 ,,.._- 1 Z'=1'7' <br /> S60 5350 <br /> BL <br /> ±1470 <br /> Concrete <br /> � Footings for,_../ <br /> --GUSSET PLFOR Permit <br /> I BRACE.TYP <br /> CJP 1" <br /> 1P-6' <br /> Fit 4 <br /> 916 <br /> 916 <br /> II PL1/2x5 EXTEND 3'-0'BEYOND COPE <br /> I tnN PJP,COPE FLO <br /> SECTION (F1 <br /> SCALE 3/4•=r.0' S211535S KLEMENCIC_ I -,, -, <br /> ASSOCIATES ■ <br /> DCURRENT SYMBOL <br /> ^-=. <br /> SYM REVISION BY APPROVED DATE GYM REVISION BY I APPROVED DATE `�"''..4 ACCEPTABILITY R HENRY 1117,7 �'°'R`E TOWER SECTIONS AND DETAILS <br /> REVISOR <br /> - „7,7 <br /> - 777.9X FATIGUE TEST FRAME 1 MKA P.T.RYAN 11.17.17 4`og • <br /> "44... 1,_., THIS DESIGN AND/OR THECHED <br /> sPEOIFICATON Is APPRovBD TAMAN 11.17.17 SHEET <br /> I •• 4 4 -. N ENGINEER TRIE 777-9X FATIGUE TEST FRAME <br /> ?IA:FOE/AMP' C ri,i m APPROVED BY DEPT. DATE R.A LARSEN 11.17.17 TF-S350 <br /> "E`KE° BUILDING 40-041 <br /> P.T.RYAN 1,.17.17 <br /> -�y . APPROVED Np, INp. <br /> I F o00„ <br />