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08-1272-038FOOTING SCHEDULE MARK SIZE REINFORCEMENT REMARKS MARK DIMENSION THICKNESS( IN) LONG BARS SHOW BARS F -1 3'- O "x3' -0" 12" 4 #5 BOTTOM 4 #5 BOTTOM #3 @ 8" F -2 4'- 6 "x4' -6" 14" 6 #5 BOTTOM 6 #5 BOTTOM - F -3 50- O "x5' -0" 12" 6 #5 BOTTOM 6 #5 BOTTOM 8x12 F -4 79- 0 "x4' -0" 16" 8 #5 T& B 5 #5 T& B 8" x 12" F -5 2'- O "x4' ---0" 12" 4 #5 BOTTOM 6 #5 BOTTOM 2 # 5 F -6 1'- 8 "x4' -4" 12" 4 #5 T& B 6 #5 T& B #3 0 8" F -7 2'- 6 "x2' -6" 16" 4 #5 T& B 4 #5 T& B 2 5 - - 5EF 3 © @ 18 "C /c CONC. BEAM OR SLAB. STD. 90' HOOK LAP SPLICING SHALL NOT BE LESS THAN THE LARGER BAR. FOOTING SIZE - & REINF'G, AS SCHEDULED. ~ I 3" 4 TIES ` COLUMN SIZE, REINF'G, & t tr CONC. STRENGTH AS NOTED ° o IN COLUMN SCHEDULE, _]m t_FM I I —I I -1 I l ill • STD. 90' 3 HOOK ("_' TYPICAL SECTION S -6 N.T.S. CONC. COLUMN TIE- COLUMN SCHEDULE MARK REINFORCING REMARKS SIZE VERTICAL TIES C1 IRREGULAR 18 # 5 #3 @ 8" SEE DETAIL C2 8 "x32" 12 # 5 #3 @ 8" SEE DETAIL 2 - #5 2 - #5 - - - 3© 4012 "c /c EE, EC, EB, BALANCED AT 48 "c /c. 2 41A ERS3 B -2 +9' -8" 8x12 2 #5 2 #5 -- - C1 8" x 12" 4 # 5 #3 @ 8" SEE DETAIL A /S -7 C2 8" x 8" 2 # 5 #3 0 8" STARTER COLUMN SEE B /S -7 C3 8" x 16" 6 # 5 #3 0 8" SEE DETAIL a TIE BEAM SCHEDULE B- BOTTOM EE- EACH END. T- TOP. EC- EACH CORNER. MARK TOP OF (BEAM SIZE (IN.) WxD REINFORCING STIRRUPS REMARKS B T C E L No. SPACING TB -1 +12' -6" 8x12 2 - #5 2 - #5 - - - 3© 4012 "c /c EE, EC, EB, BALANCED AT 48 "c /c. 2 41A ERS3 B -2 +9' -8" 8x12 2 #5 2 #5 -- - - 3© CAD 10 "c /c SEE DETAIL 3/S -10 B -3 +12' -0" 8x48 2 6 2 6 - - 12 7E #4 3 @ "c /c B -4 +14' -0" 8x40 2 5 2 5 - - 5EF 3 © @ 18 "C /c NOTE: 1 -TIE BEAM DEPTH, AS SCHEDULED, IS MINIMUM. IT CAN BE INCREASED AS REQUIRED TO MATCH BLOCK COURSING, TO FOLLOW A SLOPE, TO FORM ARCHES, OR TO BE USED AS A LINTEL OR TO ACCOMODATE WINDOW & DOOR OPENINGS. REFER TO ARCH. DWG. FOR OPENING SIZES. PROVIDE 2 #5 BOTTOM (ADDTL) AND #3 0 12" C/C STIRRUPS IF INCREASE IN DEPTH EXCEEDS 8 ". EXTEND DROP PORTION OF TIE BEAM MINIMUM 8" BEYOND FACE OF OPENING. 2- PROVIDE AT ALL NON- BEARING BLOCK WALLS, A TIE -BEAM 8 "x12" (MIN.)WITH 2 - #5 TOP AND BOTTOM CONT., #3 TIES, 4 AT 12 "c /c EACH END, BAL. AT 48 "c /c TIE -BEAMS MUST BE DOWELED INTO WALLS AT EACH END, AT INTERSECTIONS, AT INTERMEDIATE POINTS. 3- SEE ARCH, REINF. DETAILS FOR REQUIRED ADDITIONAL REINF. I' (4 AR MRS) (2 BS) Sc2 C-1 B— BOTTOM EE— EACH END. CONC. BEAM SCHEDULE T— TOP EC— EACH CORNER. MARK TOP OF BEAM SIZE (IN,) wxD REINFORCING STIRRUPS REMARKS B T C E L No. SPACING B -1 +12' -0" 8x16 2 #6 2 #6 - - - 3© 0@6 "c /c E.E. BAL @ 12 "c /c 2 41A ERS3 B -2 +9' -8" 8x12 2 #5 2 #5 -- - - 3© CAD 10 "c /c SEE DETAIL 3/S -10 B -3 +12' -0" 8x48 2 6 2 6 - - 12 7E #4 3 @ "c /c B -4 +14' -0" 8x40 2 5 2 5 - - 5EF 3 © @ 18 "C /c SB -1 T.0 BEAM =T.O. FOOTING. 16x16 6 #5 I 6 #5 I I _ I - 3 © CD 6 "c / c STRAP BEAM B / F -4 & F -7 NOTES: 1-SEE ARCHED BEAM DETAIL FOR REQUIRED ADDITIONAL REINF. T BAR 2- CONCRETE BEAM DEPTH, AS SCHEDULED, IS MINIMUM. IT CAN BE INCREASED STIRRUPS AS REQUIRED TO MATCH BLOCK COURSING, TO FOLLOW A SLOPE, TO FORM L BAR ARCHES, OR TO BE USED AS A LINTEL OR TO ACCOMODATE WINDOW & DOOR OPENINGS. REFER TO ARCH. DWG. FOR OPENING SIZES. PROVIDE 2 #5 BOTTOM B BAR (ADDTL) AND #3 Q 12" C/C STIRRUPS IF INCREASE IN DEPTH EXCEEDS 8 ". EXTEND DROP PORTION OF TIE BEAM MINIMUM 8" BEYOND FACE OF OPENING. 3 -ALL BARS OF BEAMS SHALL BE EXTENDED TO FAR FACE OF T.C., T.B. OR BEAM AT INTERCEPTIONS. TOP BARS SHALL BE PROVIDED WITH A STANDARD HOOK. • 1 1 f •• Y • V r V r•• V ►• • V V u • V V• I•• • • u r r r r►• i, V wee Y • Y V •• ►• i Y V • • • • • • V Y • V • • V • • • • Y V D V Y V • • r V V • r• gee V • • DIRL*wlsArchitectun +D*slgn •I•• ••••• •Y► ior• AR0017357 ID0004536 •f•• • •Ir•• V i4• • rf1• • T BAR STIRRUPS L BAR B BAR —E- BLOCK WALL SCHEDULE MARK THICKNESS REINFORCING VERTICAL HORIZONTAL REMARKS 8BW -532 8" #5 @32" c/c NPE9G A 6LsADD R FILL CELL WITH GROUT UP" TO 7' -0" 2 #5 2 #5 #3 TIES 0 5" c/c 7 5/8 4 (FCR � PLATE 7' -0" TO 9' -0" 2 #5 2 #5 #3 TIES @ 5" c/c 7 5/8 L12 9, -0" TO 12' -0" 2 LAYERS) 2 41A ERS3 LINTEL SCHEDULE WIDTH INCHES HEIGHT INCHES CLEAR SPAN IN FEET REINFORCING REMARKS TOP BOTTOM 7 5/8 7 5/8 UP" TO 7' -0" 2 #5 2 #5 #3 TIES 0 5" c/c 7 5/8 4 (FCR � PLATE 7' -0" TO 9' -0" 2 #5 2 #5 #3 TIES @ 5" c/c 7 5/8 L12 9, -0" TO 12' -0" 2 LAYERS) 2 41A ERS3 TIES CAD 5" c/c NOTE: MINIMUM BEARING LENGTH AT EACH END OF LINTEL SHALL BE 8 ". jj LINTEL FORMED INTEGRALLY WITH TIE BEAM AND BEAMS IS ALLOWED, PROVIDE 27r5 ADDN'L BOTTOM BARS IF DROP EXCEEDS 8 ". STEEL COLUMN SCHEDULE MARK HEADED STUDS REMARKS TYPE BASE PLATE CAF' PLATE NUMBER SIZE , LENGTH" 0 0 HSS 4X4X3r&" 12 "x12 "xi" 4"x4"xY4$$ 4 (FCR � PLATE j"0x0' -6" SEE DET. ST2 HSS 6X0.280 12 "x12"x5/a" 6 "0xY4" �� M� 6 BkSE 3/4 "OxO' -6" SEE DET. NOTES: 1. PROVIDE ONE COAT OF ANTI - CORROSIVE PAINT FOR ALL STEEL COLUMNS AND PLATES. 2. FILL STEEL COLUMNS WITH 3000 PSI CONCRETE U.N.O. ON PLAN. rCl 'ry OF SOUTW n,?IA&4 'BUILDING Df-p-F. fi EC7fON i www.dbhl.us 120 NE 27 ST. # 500 /MIAMI, FL 33137 T 305.572.1220 / Fx 305.572.9161 FREDY 7iR?, Ey,'S.I.��IC..NO, 51011 SEAL i tIGNIATURE lei xAMerV somI CAFE PROJECT # 0904 5800 SW 73 RD ST SOUTH MIAMI, FL 33143 LESSEE: WILLY QUINTANA 301 COLLINS AVE, SUITE 2707 MAIMI BEACH, FL 33141 F.305.867.7073 STRUCTURAL ENGINEER: THIN - RAMIREZ, INC C.A. # 27157 2000 N.W. AS PL. MIAMI, FL P: 305 639 9800 ft2in t2In- r2mirez.crm MECH, ELEC, PLUMB, FIRE PROTECT. ENG: L.TRIANA & ASSOCIATES, INC CONSULTING ENGINEERS CA.# 26644 9701 S.W. 56th St. MIAMI FL 33165 CIVIL ENGINEER: LANDSCAPE ARCHITECT: ILLUSION LANDSCAPE & DESIGN MIAMI, FL LESSOR: ROGER D. SHAY W. GRACE D 13635 DEERING BAY RD, PH 293 CORAL GABLES, FL 33158 -2812 E I REVISIONS DATE i i 'd. ISSUE DATE OCT/ 31 / 2008 DWN MG APPRV FT Drawin : Scale: SHOWN Phase: PERMIT - CONSTRUCTION Sheet Number: S -6 m I &a-- aLftmeamammma