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CO EE 9/57,1 ALL CHANGES MUST BE APPROVED Q l* Q X2.SC 76 GA[ �6 sS6%6x C 16 GA O cn 2'-9' LJ Ln -J SECTION B96x6%,� PLAN z DO w CONTRACTOR SHALL CALL FOR j SCALE: =l'-O" AW-I INSPECTIONS: (817) 410-3010 J CONTRACTOR REGISTRATION yo Cs S/E Qr T- y4P "E+ -25-20165 WILL BE REVOKED UPON } C ;� J.E.BURCKH RD• 1 I I'�'t_f'l�IIT E_XI{J IRA I ION. 90�.R 411 FT'G.i'-611Xy_6"Xt'-0" I I ESFC.ISTER."�2 3 ONAL EN ME7R0 STRUCTURAL l ^ CONSULTANTS INC, 3 I A5E t "XIWX10" f ,ram I. �E F-3489 I W/4-''10 ANCHOR RODS • FIN.GRADt I •r'o.c. r ., x _----- v - — I II—� I-_�_#4 EACH WAY ' v "< TOP 6 BOT. ` / ------ 8 L „ , " ] , � W E 4"X4"X 12 GAG IC 4'`XVN 12 GAG O ( WELD TO EACH 1 WELD TO E CEE g�+s {p��, 9 SHALL /� 6"CEE p_6n �D f R'i./V E D PLANS S S 1 T A L L � w LJ SECTION SECTION a SECTION 4 T z 2 SALE:1 I 1'-0" ROBINSON DTL-t 3 SALE:l�"•1'-0" ROB[N50N DTL-2 SALE: 1'-0" ROBINSON DTL-3 T O N J O B S I T E AT ALL 1 � �� < I�I Q � LLJ I— Q STRUCTURAL GENERAL NOTES Q 6 �tE t-m1 C+wNG %1A eE q. sEALED AVAD s jcfmrD w Q 11 STRUCTURAL STEEL- P•�O �� /�� O CONCRETE eun REINFORCING STEEL- T. 1,CONCRETE SHALL BE PROPORTIONED TO MEET THE FOLLOWING 1.STRUCTURAL STEEL SHALL MEET THE FOLLOWING MINIMUM /� n REQUIREMENTS: YIELD STRENGTHS AND SPECIFICATIONS: ■ E-T^T E n FO� c)i4 S,-f r '�S0 EG-t 10'R A� 1'pp g o-j A� /V z �- 28 DAY COMPRESSIVE MAX. AGGREGATE MAX. YIELD ASTM ` 1 1 lG G LL Q LOCATION CYLINDER STRENGTH SLUMP TYPE SIZE GRADE BEAMS 3000 PSI 5 INCHES HARDROCK 1 INCH A.STRUCTURAL SHAPES 50 KSI A992 m SLAB ON GRADE 3000 PSI 5 INCHES HAROROCK 1 INCH B.PLATES AND BARS 36 KSI A36 ^ ^ C H E - �G 0 LA CO�C -19—L7 C-1`0 O C.HOLLOW STRUCTURAL SECTIONS 46 KSI FOR TUBE A500 GRADE B ©t- CO+ -P LF-1 6 A C a 2.CONCRETE COVERAGE OF REINFORCING STEEL SHALL BE AS FOLLOWS: D.HOLLOW STRUCTURAL SECTIONS 42 KSI FOR ROUND A500 GRADE B M 1 iJ A.CAST AGAINST FORMS AND IN CONTACT WITH EARTH. E.ANCHOR BOLTS 55 KSI F1554(HEADED ONLY) 1)d6 AND LARGER BARS 2 IN, F.HEADED STUD ANCHORS 60 KSI A1018 I2)t5 AND SMALLER BAR 1-1/2 IN. 2.BOLTS FOR STEEL BEAM AND COLUMN CONNECTIONS SHALL BE o B.CAST AGAINST FORMS AND NOT IN CONTACT WITH EARTH, 314 INCH DIAMETER ASTM A325 HIGH STRENGTH BOLTS h DATE: Ill SLABS AND WALLS 1IN. UNLESS NOTED OTHERWISE.ALL FASTENERS SHALL BE TIGHTENED 121 BEAM STIRRUPS 1-1/2 IN. TO"SNUG TIGHT"CONDITIONS UNLESS NOTED TO BE FULLY D.25.2016 C.CAST AGAINST AND IN CONTACT WITH EARTH 3 IIJ. TIGHTENED IFT1.MINIMUM pF 2 BOLTS FOR EACH CONNECTION. D.REINFORCING STEEL SHALL BE PLACED WITHIN A]d TOLERANCE 3.ALL WELDING SHALL MEET ANSI/AWS D1.1 STRUCTURAL WELDING 17.12.2016 OF DETAILED POSITION, 3.REINFORCING STEEL SHALL BE ASTM A 615 GR 60.REINFORCING SHALL CODE,LATEST REVISION. ELECTRODES SHALL BE F70XX BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE"DETAILS SERIES FOR STRUCTURAL STEEL. AND DETAILING OF CONCRETE REINFORCEMENT'IACI 5151. PLACING 4,MEMBERS MARKED EXIST.BEAMS SHALL BE MEASURED PRIOR TO START OF OF BARS AND BAR SUPPORTS SHALL CONFORM TO THE CRSI"MANUAL CONSTRUCTION FOR DEPTH,FLANGE WIDTH AND THICKNESS BY STEEL OF STANDARD PRACTICE". LAP ALL CONTINUOUS BARS IMARKED FABRICATOR AND PROVIDED TO STRUCTURAL ENGINEER TO VERIFY SIZE. "CONT"ON PLANSI 36 BAR DIAMETERS. PROVIDE CORNER BARS AT ALL CORNERS AND BEAM INTERSECTIONS. + SHEET NUMBER 3D5 fff LOOP Bm SUITE 507 r _!� 1"•"`� HURST,TX76M 017)2B4AB31 r>�.y MSC JOB"1M ENGINEER:JEB si ' l METRO mucT mcoNsuLTANTs 0F 1 S SHEETS