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" � <br /> � STEEL COLUMN BY ` STEEL COLUMN BY <br /> PEMB '— PEMB . � � R V ' D ETA �� <br /> 5„ 2'F a" --- ANCHORS � 2j � ENSURE TOC IS FINISHED LEVEL AND AT JT R lJ l�T U 4 \A L �TA N V A <br /> (2) #4 (� ANCHOR BOLTS ��2�'n —� -r�---�,`'`-- - _ S��� PEDEST,4L � ----- --�,f'-- --- THE PRaPEF� ELEVATI4IV AS REQIJIRED BY <br /> i � REINFORCING PER _ 'I THE PEMB MFR. GROUT PADS ARE NOT 4 1. DETAILS QN THIS SHEET ARE PART OF THIS PROJECT'S STRUCTURAL ,-`,' <br /> �3 CLOSED TIES Q 12" SPACING� � AT PEDESTALS �28� �� PERMITfEQ BELOW THE COLUMN BASE PLATE. STANDARD DETAILS. <br /> TOP (3) TIES HAVE 3" SPACING ---� � � (3) �`4 SLAB BARS ll � � <br /> -- ,.}� <br /> (12) �7 VERTS —!^ \ ,�T - � �-��"� EXTEND T4 EXTERIOR �; i T(}P OF SLA� 2. THESE DETAILS ARE TO BE USED WHEN REFERED TO OR WHEN NO <br /> � � OF PEQESTAL & TERMINATE OTHER MQRE RESTRICTIVE QETAILS ARE INDIGATED ON THE DRAWINGS. <br /> � � �' WITH A STANDARQ HOOK i i � ' <br /> c�l � <br /> � <br /> I <br /> � � � <br /> O <br /> � PAD FOOTING SIZE �C � <br /> `� REINFORCING PER PLAN —� <br /> 0 <br /> � ALL REINFORCING TERMINATES �� <br /> �-' WITH STANDARD HOOK — � REFER TO PERIMETER TRENCH � <br /> o � " ' ' DETAILS FQR REINFORCEMENT '�' <br /> AROU�JD THE TRENCH � � CONTINUE REINFQRCING THRQUGH � <br /> SLAB 4VHERE 4CGURS PEDESTAL (TYP} <br /> I. . . . .I OAN QNE�IDE)ITS ONLY � . . . � �, ' <br /> �`--- FOOTING SIZE AND <br /> REINFORCEMENT PER PLAN <br /> SEE PLAN . <br /> � PAD F��T �1 � DETA � � PAD FO�T I� � DETA � � <br /> � SCALE: NTS 1S110 S281 SCALE: NTS 1S110 S281 <br /> �C <br /> � <br /> Q <br /> �' <br /> W <br /> � <br /> � <br /> !``�� `� ' �. <br /> \ �.`-` <br /> ��`� , -�~� -;-�� <br /> �� � � � '� `�`�-�=� <br /> _// —�� '" =-� �=�_ <br /> �'� �� �/ -�-, ��� =;..�� ;-, <br /> �;��� <br /> VERTICAL VERTICAL VERTICAL z <br /> ELL TEE CROSS � , , <br /> 00 <br /> a <br /> � <br /> —SECOND WELD <br /> SPACE 5/16" f 1/96" � z 4 � <br /> � � <br /> „ .� .__. <br /> 6 � � <br /> 00 oc� <br /> \ \ <br /> � _ <br /> ;�;- <br /> FIRST WELD <br /> FLAT ELL FLAT TEE FLAT CROSS <br /> PREFABRICATED WATERSTQP 3 6" Fl_.ATSTRIP WATERSTOP 4 <br /> JOINTS REV 110112 _ r��81 REV 110112 — �281 • <br /> ;:z�� <br /> ��� <br /> ,� <br /> !:�"�' <br /> � <br /> 3 <br /> � , <br /> � <br /> � <br /> N <br /> � <br /> � <br /> O <br /> N <br /> / . , <br /> m <br /> N <br /> O <br /> � <br /> cD <br /> N <br /> O � <br /> / <br /> L <br /> � <br /> � <br /> L <br /> Q <br /> 3 <br /> 3 <br /> � <br /> / <br /> C> <br /> � ISSUED Ft�R �ON�TRUCTIQN `�' <br /> .�, <br /> SYM REVISIOCt BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CUF2RENT REVISIC7N SYMBOL DATE � <br /> . <br /> � E. p ACCEPTABI4LITY NATALE a3,18.16 ���C��-�� ��-�-�IL� - � 03.18.16 . <br /> g WAs$�.. THIS DESIGN AND/OR CHECKED <br /> `�''� !� SPECIFICATIQN IS APPftc�VED PERKINS fl3.18.16 sNEEr , <br /> ,� ° � E"c'NEE� T'T�E SKYDROL—GLYCOL FACILITY <br /> ������ � APPROVEO BY DEPT. DATE pERKINS 03.18.16 ��� � <br /> ' , CHECKED , <br /> PALMER 03.18.16 ,�,�AN V 1— i �� �� <br /> a 53058 �+ APPR�VED <br /> � J48 Nd. COMP N0. <br /> '�c� '�'��rsT���'°c,�� 17630644 <br /> s�to�A�, t�� APPROVED STRUCTURAL MASTER EUERETT, 1MA DW� �'a� 45-62-5281 <br /> 3.��.�s <br />