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CONCRETEWORKSHALLBEEXECUTE��NACCORDANCEWITHLATESTEDITIONOFACIBUILDINGCODE: ,```. ����+'a,.��� <br /> 1. 28 DAY STRENGTH:3000P51 3�J sEe7na�E �`��\ ` G N "� frj <br /> 2. PORTLANO CEMENT AS PER C-150 �a ``� ,j : <br /> 3. SLUMP 3-5 � �� � <br /> 4. AGGREGATE CONFORM ASTM G33 � i Q;� �� ! �� <br /> F �t �� ��� <br /> • REINFORCEMENT SHALL CONFORM TO ASTM A•615 GRD 80 AND ASSEMBLED IN ACCORDANCE TO LATESTACI DETAILING MANUAL. �. � B� <br /> . ANCHOR BOLTS SHALL COMPLY AS PER ASTM F 593 GR4DE 304 STAINLE55 STEEL �` STAYE OF ��� <br /> • ALL NON SHRINK GROUT SHALL BEACCORDANCE TO ASTM C-109 ASTM G939 ASTM C-7090 ASTM C-0107 WHEN APPUCABLE, ,q ..� � �' � i ,f' p ' u io k�. R �'��� <br /> �°r�.'� a...t . � � d �i� '*. G�IOp'..f 0�, <br /> �-`�� <br /> CONCRETE FTG DATA TABLE �'«��'��: ; ; � • ' <br /> ANCHOR ROD SPEC. �`�" "`'�' ' ' � '����. •� E7 <br /> Footing Dimensions sm�oco�«B�oF�n� � {`�� — � c �E� <br /> Anchor Nama;5/8"0 X 12"THREADED ROD � <br /> Length(fl) Wldlh(1l) DBplh(ft) C�Yds qSTM F 593 aRAOE 3045TAINLESS STEEL(NOT �,f'x` '�� <br /> 3-6" 3'-6" 24" SUPPLIED) ' ° � y ��� <br /> S tBe� Cade Repod UsUng:ICGES ESR-2713 ' ,' ; <br /> Elevatlon Note: � ��� <br /> Horz(qty) Ho2(qly) Rebar# Totalqty Thewntractorinslellermustvorlfylacatlonandelevationsbefore .JORILLBEPDXYOSBARQN•4•o.c � °� e <br /> ONAlLFOOTINGENCROACNMENTCON0ITION m � <br /> 8 6 if5 12 febrlcallonotstaelendconslNcllan.Ownormustapprovelowllonend � Z <br /> elevallana DRIILAEPDXYIRSBAR@+/-4"O.0 � <br /> 3• � 70"LG FE6AR 4'EMOED IN F�(19T FTG y� <br /> REVISED s CRIMPED p� � LL ��^� <br /> 10:48 am,Feb 24,2016' va^ TMP� � L T n ��_ <br /> GUSSET PL.DETAIL scn�e:vz�=r•o• m�i�° <br /> scn�e:r=s. 3 g� <br /> . �� 9 �W 9 <br /> WELD NOTE: <br /> sNareenosroFlr ,o• E <br /> E1NWtWELDAB6HOWN r ue• �P. U <br /> LOPflOSION PPO1fCT PUTf9�WEL�9 � <br /> N <br /> ZINC NCH COPTRAG)9EFORE POWOEPI <br /> PNNTGOAT <br /> NLPJP09E�BTEELTOBE(Lp.C.) LL <br /> PNAIEO EPOIfY UNDER LQqT <br /> NIRAlFBMIlSTOEONCEMERTOGOL 7 �� <br /> PLIM�ANOIWGNEU. <br /> � � e� <br /> � �� <br /> 4 �� <br /> 0 os <br /> �� <br /> � _� - <br /> �.va•Hate F ou� <br /> � 10'X70'%1R'BASEPI. Gu55EfFL 4 <br /> § � � <br /> — COLUMN BASE PL.DETAIL 3 <br /> --�J SCALE:1'M' S <br /> P <br /> SHONM PB 01IVECf 9UPFPGEAIOl1M <br /> Drt1ECiLYONTOPofF00tiN0 Floflda Hospilal Zephyfhllls <br /> LEVEL NUT: �Mu / (NOIEVELNUI90RGRoUi) 7050 Gall Boulevard <br /> i�EiN�rno�ra�o� roF Zephyrhllls,FL 33541 <br /> cNNBEOInECTSURFACEMOUNTm DRILLBEPDXYNSBARtQt(-4° .0 rO <br /> OIIiECiLYONiOPOFF00TIN� �0'LG REBAR 4'EMBE��NE%I TFTG �z OPO F 1 G <br /> ' • / _ <br /> ' • � � ��C i <br /> ____ __ '____FF__'__' ' m . <br /> PJP � i NUT+WqSHER • .,:\�: � , ' _ � _ <br /> 1 ..4�: g•�_ '• t' <br /> �B" � � 7°4000P51 NON SHRINK • v'�i u'm.w°utae"`iw� <br /> � o 0 0 �c .. n a m�°cw w�c�oae�Ean <br /> —T6Y6KF'06iIRG' • ^., o , � cavru�mmwc000naemi.o�a+n�� <br /> • 9'��• qEBAR Q BOTTOM PROJECT H 2O42�2 <br /> siO�Englneer E.Oe011velre <br /> � LEVELNUT+WASHER � a•�. awno EDnOINcim <br /> s�ETne� TOF=TOPOFFOOTING n9ineerarre�wrd FwNA <br /> FF=TOPOF FINISHSURFACE oa�e �2r-is <br /> NUT+WASHER ReY�1°° <br /> COLUMN ASSEMBLY DETAIL n COLUMN&FOOTING DETAIL TYP. n SHEEf ANa. A 71B'�1'-a• <br /> SCALE:72'=1'-0° S SCALE:1/2°=7'-0" S �• ' OF <br /> L 4 <br />