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10-1035-027e 10A-n if I1 oR 03 (L2) 2 IS GREATER TYPICAL BEAM DIAGRAM WHICHEVER IS GREATER BOTTOM BAR N.T.S. NOTES: I. "C" BARS ARE TOP BARS AT NON- CONTINUOUS ENDS. 2.- "E" BARS ARE TOP BARS OVER RIGHT INTERIOR SUPPORTS. 3. SHALLLABBE SPLICED IN FOR AS MIDDLE CONTINUOUS OF THE SPLICED, 4: REFER TO INTERMEDIATE BEAM REINFORCING FOR ADDITIONAL REINFORCING. 5: PROVIDE AT ALL NON - BEARING BLOCK WALLS, A TIE -BEAM 8 "x12" (MIN.) W/2 -*5 TOP AND BOTTOM CONT., *3 TIES, 4 AT 12 "c /c EACH END, BAL. AT 48 "c% TIE -BEAMS MUST BE DOWELED INTO WALLS AT EACH END, AT INTERSECTIONS, AT INTERMEDIATE POINTS. 6.- PROVIDE 2 -05 COMER BARS (EXTEND 30" IN EACH DIRECTION FROM COMER) AT ALL NON - BEARING BLOCK WALLS. I.- TIE BEAM DEPTH, AS SCHEDULED, IS MINIMUM CAN BE INCREASED AS REQUIRED TO MATCH BLOCK COURSING. PROVIDE I*S EF.(ADDTL) IF INCREASE IN DEPTH EXCEEDS 811. 8.- WHERE POSSIBLE TOP BEAM REINFORCEMENT SHALL EXTEND INTO THE SLAB BEYOND, FAR FACE OF COLUMN BY A DEVELOPMENT LENGTH. S.- PROVIDE FULL TENSION LAP SPLICE AT ALL REINFORCEMENT INDICATED AS CONTINUOUS. 10.- "L" BARS ARE CONTINUOUS, EQUALLY SPACED AT EACH SIDE OF BEAM. STEEL COLUMN SCHEDULE MAW STFEL COLUMN REMARKS SIZE BASE PLATE CAP PLATE STl HS5 18x6 STL. E STL. E C E L NO SPACING G5-1 -2' -0" 2424 5 -48 5 -08 CONCRETE WALL SCHEDULE MARK THICK- NESS VERTICAL REINFORCING HORIZONTAL REINFORCING REMARKS W -1 8" 05 9 12" c/c AT it 104 @12" e,`c AT t T C E L NO SPACING G5-1 -2' -0" 2424 5 -48 5 -08 4© X10 "c% (1) 05 INT. EF. Ci5-2 AReuIMI. BERMELLO AJAMIL & PARTNERS, INC. _ Architecture Engineering Planning Int6rior�)esign Und;:cape Architecture -2601 Sbuth-Bayshor� Drive 10th Floor Miami, Florida 33133 (305) 859 -2050 Fax (305) 860 -3700 PLANNING ARCHITECT: Sym 01224 WILMOT SANZ A R C H I T E C T U R E P L A N N I N G 18310 tgoT, M 20 Averwe 301 - 590 -2900 (F 3M- 590-8150 STRUCTURAL ENGINEER: gtQri�uL N%1NEW&EEA' ORAMON R. DONNELL P.E. 0011680 oPmpv.s�rHpU�CrixSu�i J ■PEDRO J. DUOUESNEt/STtiu�TUTtin'i 4O�A�IIDg�AM.7,,{{ALBAISA �P.pE�p0A04�6X,ip0 • • .:. 1]061 5660�1� OT. MIAIi, oFAII STATE OF FLOIiDA - AUT"Ol62ATM Ift Taft - 0612-c :006 MEP ENGINEER: 2121 Ponce de Leon Blvd., Suite 350, Coral Gables, FL 33134 esnna Ci n.: ineea Phone: 305.569.1692 fax 305.569.1693 Dallas . Houston - . Miami . Richmond ccr project number. IT CONSULTANT: GENE BURTON & ASSOCIATES 1893 General George Palton Drive 5840 West 1-20, Suite 150 Franklin Tennesaee37067 Arlinglonje=76017 Phone: 613.376310D Phone.• 817.5632486 Far: 615.3763114 Far: 8 1 7 .5632753 Wehdte.• — .gbaiw'0m Medical Equipment and Communications Planners 4oV J DUQ� . V -... PERMIT SET REVISIONS: PROJECT NAME: SMH- CLIPIICAL EXPANSION FOUNDATION PACKAGE PHASE 11 PROJECT ADDRESS: 7400 S.W. 62nd Ave. South Miami, Florida 33143 COMM. NO. IMXi EE =EACH END RE =RIGHT LE =LEFT END END G R A D E BEAM SCHEDULE SCALE: MARK TOP OF BEAM EIEV SIZE ON.) REINFORCING STIRRUPS REMARKS B T C E L NO SPACING G5-1 -2' -0" 2424 5 -48 5 -08 4© X10 "c% (1) 05 INT. EF. Ci5-2 -2' -0" 3Ox36 1 -00 71 -0s (DOUBLE) G13 -3 -2' -0" 3644 5 -+90 5 -+10 4© G9 "c% (1) 05 INT. EF. G13 -4 -2' -0" 36x24 6 -08 6 -*8 4© II (DOUBLE) (1) *5 INT. EF. Cs8 -5 -2' -0" 24/34x24 1 -05 I -OB 4 © 012 "c /c (DOUBLE) Y Or U1L01t4G DE _"CP�sita�t 5cG ..PFtQ�EU � •;; AReuIMI. BERMELLO AJAMIL & PARTNERS, INC. _ Architecture Engineering Planning Int6rior�)esign Und;:cape Architecture -2601 Sbuth-Bayshor� Drive 10th Floor Miami, Florida 33133 (305) 859 -2050 Fax (305) 860 -3700 PLANNING ARCHITECT: Sym 01224 WILMOT SANZ A R C H I T E C T U R E P L A N N I N G 18310 tgoT, M 20 Averwe 301 - 590 -2900 (F 3M- 590-8150 STRUCTURAL ENGINEER: gtQri�uL N%1NEW&EEA' ORAMON R. DONNELL P.E. 0011680 oPmpv.s�rHpU�CrixSu�i J ■PEDRO J. DUOUESNEt/STtiu�TUTtin'i 4O�A�IIDg�AM.7,,{{ALBAISA �P.pE�p0A04�6X,ip0 • • .:. 1]061 5660�1� OT. MIAIi, oFAII STATE OF FLOIiDA - AUT"Ol62ATM Ift Taft - 0612-c :006 MEP ENGINEER: 2121 Ponce de Leon Blvd., Suite 350, Coral Gables, FL 33134 esnna Ci n.: ineea Phone: 305.569.1692 fax 305.569.1693 Dallas . Houston - . Miami . Richmond ccr project number. IT CONSULTANT: GENE BURTON & ASSOCIATES 1893 General George Palton Drive 5840 West 1-20, Suite 150 Franklin Tennesaee37067 Arlinglonje=76017 Phone: 613.376310D Phone.• 817.5632486 Far: 615.3763114 Far: 8 1 7 .5632753 Wehdte.• — .gbaiw'0m Medical Equipment and Communications Planners 4oV J DUQ� . V -... PERMIT SET REVISIONS: PROJECT NAME: SMH- CLIPIICAL EXPANSION FOUNDATION PACKAGE PHASE 11 PROJECT ADDRESS: 7400 S.W. 62nd Ave. South Miami, Florida 33143 COMM. NO. 40051.100 SCALE: AS SHOWN DATE: 07-09 -2010 DRAWN: DDA CHECKED: DH CADD FILE: MINSTITUTIGNAL DRAWING TITLE: CONCRETE, STEEL AND BEAM SCHEDULES SHEET NO. S6w40F