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' (1/2) 24 TYP EA END STA
<br /> (2)3/4m A325 @ 6"GAGE, NOTE 1 AT T&B OF COVER PL �
<br /> ADD 4:1 SLOPED
<br /> L4x4x3/8x 0'-10"TYP CLOSURE PL3/16 W/ '
<br /> TYP SEAL WELD
<br /> , � s , 1/4 '
<br /> ' ' ! �° � W14x90 W14x145 W14x176 W14x257
<br /> : , .;,,: . , , : .. ..a,,,,,..,,,. . ,; ��, ,..., _ - . . 3/4�A307 W/10"EPDXY ADHESIVE
<br /> EMBEDMENT TO(E)SLAB
<br /> TANK SKIRT 1"�HOLE AT 9"GAGE 7 1/2"I7 1/2"
<br /> (4 HOLES TOTAL)
<br /> PL1 1/2x22x2'-2"
<br /> STA 4„ � 4„ C15x33.9x1'8"
<br /> �
<br /> 10" � PIPE 1 1/2 STF x 0'-11"
<br /> (4) 1"�A307 AR W/8" TOS EL�
<br /> � TYP .., . EPDXY ADHESIVE' ; . _ .... . .. _. ., . 3/16
<br /> � ' EMBEDMENT TO(E) � 3/16
<br /> ,SLAB. SNUG TIGHT NIT, � I ' �
<br /> 1 1/2"e BASE PL HOLE W/ S350 S350 NOTES: TYP
<br /> � 0 PL 1/ac 3"e WASHER 1/4 ,
<br /> g� -"� � -- --- --- - --------- k 1. FIELD DRILL HOLES IN BAS� SKIRT OF
<br /> O O AIR RECEIVER TANK. DO NQT WELD OR PL1/�c131l2 CONT PL1x131/2 CONT PL1x131/2 CONT ;
<br /> � DRILL ABOVE AT TANK VESSEL WALL PL1x141/2 CONT �
<br /> STARTING 4'-6"ABOVE SLAB. W14x90CP0.5 COLUMN W14x145CP1 COLUMN W14x176CP1 COLUMN W14�57CP1 COLUMN
<br /> S� AIR RECEIVER CONNECTION B COLUMN DETAILS 3 I PIPE6STD
<br /> 5/16 FIN TO BEAR PER AISC SCALE: 3"= 1'-0" S350 SCALE: 1 1/2"= 1'-0" S350
<br /> � �
<br /> 2" PL3/4x 3"0 '
<br /> STA
<br /> ' ; gL ,
<br /> (E) AIR RECEIVER TANK � i -1470 �
<br /> COVER PLATED COLUMN, � '
<br /> �"TYP ii SEE S220 FOR SIZE SKIRT (1/2" THK PL) , i
<br /> ili PL3/16,SEAL � #4x2'-0"@ 18"DWL TYP ES
<br /> 5/16 �j (4E1'0 A490 ROUND i (E)SLAB � AB W/4"EPDXY ADHESIVE � PIPE 4 STD
<br /> EMBEDMENT INTO(E)SLAB
<br /> _�� PL1 i - - - - - ,
<br /> � ��� 2"SHIM , � `F � � � � "�� r �'� � ����� �� ���� � '� W5'-0'� �
<br /> PLATE � _ � `
<br /> f
<br /> I � Y �
<br /> ❑ q �; �
<br /> �� f LI � �.� a ; � r , � ea- s a� t . '
<br /> ��� R. vi i � � 1 p, �
<br /> L t I ��
<br /> jIj FIN TO BEAR TYP (E� 1° THK PL ' � _,� ' �� � � �� �
<br /> r�
<br /> I'I AT PLATES, � - , � � ��.�
<br /> i�i COLUMN,AND ; � k ` °� ���•� � � � � � (5)#8, FTG LONG DIRECTION �
<br /> � II SHIM , � �
<br /> �'' ` � �' � #6 @ 10", FTG SHORT DIRECTION �'
<br /> II �' �
<br /> � WIDE FLANGE _ � �� � � � �� � �� � � � ' �
<br /> 5116 �� ' (E) #4 @ 12 EW �, ` ` • • � � •
<br /> .., . . , �. . - � �� . � �
<br /> �� TO MATCH COL �, , �vv fi� � r "�� �� , �
<br /> PL2�2�'-2'° ��� SIZE ABOVE � � 6" „
<br /> — - ` ` - - WL-60� � c� � 4 10
<br /> ���- � i i = � � � -5'-0° : ' `"' I WL-60, �-
<br /> ' o � � � � � ,�- —,o „ - - - - - - - r - - - - - - - - - - - - 5,- �, Y
<br /> �" � ��" �;`r' , � �. � CORRUGATED METAL HALF PIPE LINER 4"
<br /> � N_._._�.____ __ __� �. s � _ LARGER IN DIAMETER THAN PIPE WITH (2)5l8 �AB @ 6 GAGE Wi 5 1-41/2 1 -4112
<br /> ' --� EPDXY ADHESIVE EMBEDMENT � �� , � �� PL1/ac10 ON 1 1/2"
<br /> � N � COMPRESSIBLE FOAM INSERT OVER(E) UTILITY G R OU T P A D
<br /> .
<br /> :_...-- -----._. ------ -._..__r,, __...__ . ._.__1_
<br /> , � _
<br /> (4) 1"ro AB W/8" EPDXY POSSIBLE EXISTING
<br /> ADHESIVE EMBEDMENT (E)CHANNEL i —I I—I I —I I I—I I — I I I I I— I I— UTILITIES
<br /> (E)#9 @ 12'° � �" I I I—I ( I—I I (—I I I—I I I—I I (—I I I—I I I�i— CONTROLLED DENSITY FILL
<br /> SEE B/350 FOR — 1500 PSI STRENGTH '
<br /> SECTION A (E)#9 @ 12" EW EMBEDMENT �` —I I I—I I I—I I I—I I (—I I I ( I I—I I I—) I I
<br /> ` I I I I I I—I I I—I I I—I I i I I i I I—I I I—I I
<br /> NOTES: !:'. .
<br /> �� , . ; ' NOTES:
<br /> 1. IF BASE PLATE OCCURS ABOVE AN EXISTING TEST RAIL, PLUG TEST � ' � - — — — EXCAVATE SOILS TO EL-8'-6" �
<br /> RAIL 1'-0" BEYOND BASE PLATE WITH REMOVABLE MATERIAL AND —1 I I I I I—I I I—I I 1, HOOK REINFORCING AT FOOTING EDGE
<br /> FILL TEST RAIL GROOVE WITH BASE PLATE GROUT. ,
<br /> � - I
<br /> BASE PLATE � � . � AIR RECEIVER SECTION � C�LUMN FOOTING DETAIL p TYPICAL MECHANICAL PIPE STAND E
<br /> . ,
<br /> SCALE: 3/4"= 1'-0" � ' ; . !. 1 S60-1 S350 SCALE: 3"= 1'-0": �� �; S350 SCALE: 1"= 1'-0" S350 SCALE: 1/2"= 1'-0" 1 S60-2 S350
<br /> _ , :;� ;; :; ,
<br /> ��
<br /> DL �{e ,
<br /> ±1470 _ . ; �
<br /> ��ncret�
<br /> F��tir�g� for
<br /> GUSSET PL FOR ��I��I�
<br /> L BRACE,TYP
<br /> CJP�
<br /> - - - - - - - - -.— - - WL198 Y .� .
<br /> , 16'-6° . , , s :
<br /> ti
<br /> --- — -- , ',i
<br /> �
<br /> � `
<br /> / 5/16
<br /> �
<br /> - ,
<br /> _ . . 5/16 :.
<br /> � ,, �
<br /> /� PL1/ac5 EXTEND 3°-0" BEYOND COPE
<br /> � , ;
<br /> � � PJP, COPE FLG
<br /> 1/4
<br /> ; � .... .....
<br /> �
<br /> SECTION
<br /> �1 �'�'� c` �tr�c�urul w'r�'i�il��f irf �a��
<br /> F ���.�.�.���������A� ��E, �
<br /> �. t �.� �- � 1�'�1 �i�fn.°,��,vtFss��,,�ira;�2.nr
<br /> SCALE: 3/4"= 1'-0° , �� �� � � � S211 S350 �������,��������,�,�� �� ,�����t��r��,rof�,��:��,�s��c�� ��s�
<br /> �
<br /> . , t�J�C3�1r`��5��;� 7:Jt,��,J 1�J+, ;=:it�a2�2 t2�i�
<br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE Dj�E DRAWN DATE SUBTITLE CURRENT _ SYMBOL DATE
<br /> ACCEPTABILITY R.F. HENRY 11.17.17 REVISION
<br /> �y WAS �s� THISDESIGNAND/OR CHECKED TOWER SECTIONS AND DETAILS 11.17.17 �
<br /> - 777-9X FATIGUE TEST FRAME � � 1 �" MKA P.T. RYAN 11�.17.17 �w ��,°� �'��t�,� `�,� SPECIFICATION ISAPPROVED p.T. RYAN 11.17.17 SHEET
<br /> - � y� U' ENGINEER TITLE 777-9X FATIGUE TEST FRAME
<br /> BOE,�� � APPROVEDBY DEPT. DATE R.A. LARSEN 11.17.17 TF-S350
<br /> CHECKED B U I L D I N G 4 0-041
<br /> � , � �, P.T. RYAN 11.17.17
<br /> �ti
<br /> JOB COMP
<br /> O�, lUR�L ��y� ��� APPROVED NO. NO.
<br /> . � � G�, aazaa ���" �?
<br /> . ,, �ssIONAL ��' APPROVED STRUCTURAL MASTER EVERETT WA N�G 40-041-TF-S350
<br /> _ . .
<br />
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