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08-40-1884 -BARS COLUMN REINFORCEMENT DETAILS NOTES: 1. PROVIDE #3 HAIRPINS WHERE VERTICAL BAR SPACING EXCEEDS 6" CLEAR DISTANCE (IYP. U.O.N.) 2, DASHED TIES MAY BE OMITTED IF CLEAR DISTANCE BETWEEN ADJACENT VERTICALS < 6" 3. ALTERNATE POSITION OF 90' HOOKS ON SINGLES TIES. COLUMN TIE NOTE: # 10 VERTICAL BARS AND SMALLER #3 TIES. # 11 VERTICAL BAR AND LARGER #4 TIES. SPACE TIE AT THE MINIMUM OF 16 BARS DIA. 48 TIE DIA. OR LEAST DIMENSION OF COLUMN. COLUMN TIES • u•rur e�f•r TIE SPACING #5 • •iVi 4V•y •• UY • #3 12" • Y • V '� • ++ .i•• y #a k2fi000522 V • • V • • 4 y y, #3@8"O.C. r y v •••• v a� 4p.1 • • yf• •iuu OVER 3" "' -c w at �© Z �0 e = 4 -BARS COLUMN REINFORCEMENT DETAILS NOTES: 1. PROVIDE #3 HAIRPINS WHERE VERTICAL BAR SPACING EXCEEDS 6" CLEAR DISTANCE (IYP. U.O.N.) 2, DASHED TIES MAY BE OMITTED IF CLEAR DISTANCE BETWEEN ADJACENT VERTICALS < 6" 3. ALTERNATE POSITION OF 90' HOOKS ON SINGLES TIES. COLUMN TIE NOTE: # 10 VERTICAL BARS AND SMALLER #3 TIES. # 11 VERTICAL BAR AND LARGER #4 TIES. SPACE TIE AT THE MINIMUM OF 16 BARS DIA. 48 TIE DIA. OR LEAST DIMENSION OF COLUMN. COLUMN TIES VERTICAL BAR SIZE TIE SIZE TIE SPACING #5 #3 10" #6 #3 12" #7 #3 14" #a #3 16" #9,#10 #3 1a" #3@8"O.C. 6 #7 m a� NNW Z < JC OVER 3" �>> W �© Z �0 -- si DOWELS C7 COLUMN SCHEDULE"•=� •f•• •` V•y ��� r �V � • y yyr � 12"X24" •vV 6 � N W FOURTH FLOOR M- N W t 'T iVV Uyy V VyV i • tV. "i y THIRD FLOOR 10 #9 a #9 10 #9 16 #9 f'c 6 #9 12 #9 12 #9 12"X24" 6 #10 8 #9 12"X24" y(,y•y i 6 #9 12"X24" y C7 a #9 12"X24" a #9 12"X24" a #a 12"X24" 6 #7 12"X24" 4 -BARS COLUMN REINFORCEMENT DETAILS NOTES: 1. PROVIDE #3 HAIRPINS WHERE VERTICAL BAR SPACING EXCEEDS 6" CLEAR DISTANCE (IYP. U.O.N.) 2, DASHED TIES MAY BE OMITTED IF CLEAR DISTANCE BETWEEN ADJACENT VERTICALS < 6" 3. ALTERNATE POSITION OF 90' HOOKS ON SINGLES TIES. COLUMN TIE NOTE: # 10 VERTICAL BARS AND SMALLER #3 TIES. # 11 VERTICAL BAR AND LARGER #4 TIES. SPACE TIE AT THE MINIMUM OF 16 BARS DIA. 48 TIE DIA. OR LEAST DIMENSION OF COLUMN. COLUMN TIES VERTICAL BAR SIZE TIE SIZE TIE SPACING #5 #3 10" #6 #3 12" #7 #3 14" #a #3 16" #9,#10 #3 1a" #3@8"O.C. 6 #7 m a� NNW Z < JC OVER 3" �>> W �© Z �0 -- si DOWELS C7 i SPLICE •f•• ROOF 12"X24" FOURTH FLOOR 10 #9 THIRD FLOOR 10 #9 a #9 10 #9 16 #9 16 #a 6 #9 12 #9 12 #9 12"X24" 6 #10 8 #9 12"X24" 6 #9 12"X24" 6 #9 12"X24" a #9 12"X24" a #9 12"X24" a #9 12"X24" a #a 12"X24" 6 #7 12"X24" SECOND FLOOR 12"X24" 12"X24" 12"X24" 12"X24" 12"X24" 12"X24" 12"X24" 12"X24" 12"X24" a #7 a #7 a #7 a a 5 KSI 12"X24" 12"X24" 12"X24" 12"X24" X2 12"X24" 12"X24" X2 INT. PARKING 4 #9 4 #9 6 #a GROUND FLOOR 12"X24" 12"X24" 24 12"X" BASEMENT 6#a 6#9 14#10 14#10 a#10 a#7 10#10 10#9 10#10 a#10 14#10 6#a a#10 10#10 6#7 10#9 10#9 10#9 6#7 10#10 10#10 12"X24" 10#10 12"X24" 6#7 12"X24" a#9 12"X24" a#9 12"X24" a#9 12"X24" 6#a 12"X24" a#9 12"X24" 10#9 12"X24" a#9 12"X24" 6#a 12"X24" a#9 12"X24" 6#9 12"X24" 6#7 12"X24" a#9 12"X24" 6 7 12"X2 " a a a 6 #9 4#9 4#9 *14#10 14#9 *16#10 4#9 6#9 *16#10 *16#10 a#10 DOWELS 12"X24" X2 X2 12"X24" X2 12"X24" 12"X24" 12"X24" 12"X24" 12"X32" 12"X32" 12"X24" 12"X24" 12"X24" 12"X32" 12"X32" 12"X24" 12"X24" 12"X24" 12"X32" 12"X32" 12"X24" 12"X24" 12"X24" 8"X30" 12"X24" 12"X24" 72"X24" 12"X24" 12"X24" 12"X24" 12"X24" 12"X24" 12"X24" 12"X24" 12"X24" 12"X24" LEVEL CONC. STRENGTH 0 1 2 0 3 0 4 0 5 0 6 0 7 0 ao og 10 11 12 13 14 15 16 17 1a 19 20 21 22 23 24 25 26 27 2a 29 30 31 32 33 34 35 36 37 3a 39 40 41 42 43 44 45 46 47 [ 49 50 COLUMN f'c MARKS (Ksi) NOTE: * - DENOTES STAGGERED SPLICE - SEE DETAIL I I 4 -BARS COLUMN REINFORCEMENT DETAILS NOTES: 1. PROVIDE #3 HAIRPINS WHERE VERTICAL BAR SPACING EXCEEDS 6" CLEAR DISTANCE (IYP. U.O.N.) 2, DASHED TIES MAY BE OMITTED IF CLEAR DISTANCE BETWEEN ADJACENT VERTICALS < 6" 3. ALTERNATE POSITION OF 90' HOOKS ON SINGLES TIES. COLUMN TIE NOTE: # 10 VERTICAL BARS AND SMALLER #3 TIES. # 11 VERTICAL BAR AND LARGER #4 TIES. SPACE TIE AT THE MINIMUM OF 16 BARS DIA. 48 TIE DIA. OR LEAST DIMENSION OF COLUMN. COLUMN TIES VERTICAL BAR SIZE TIE SIZE TIE SPACING #5 #3 10" #6 #3 12" #7 #3 14" #a #3 16" #9,#10 #3 1a" #3@8"O.C. m 6 -BARS 14 -BARS CONSECUTIVE CROSSTIES MUST HAVE THEIR 90 -DEGREE HOOKS ON OPPOSITE SIDES OF COLUMN x: MUST NOT EXCEED 14 INCHES 6db3" MIN. EXTENSION bblEXT 6do,3"MIN t 6db f • •PEX X #3 HAIRPIN (-IYP.) 6$, 3" MIN * TIE SPACING NOT TO EXCEED LEAST COLUMN DIMENSION. REFER TO COL TIE SCHEDULE TYP. TRANSVERSE COLUMN TYPICAL CONC. COLUMN BUMPER GUARD DETAIL SCALE: 3/4" = 1'-0" - REINFORCEMENT (U,O.N.) CONC,COL • � d A • , A A ' A �— L 3"x3"x1 /4"x5'-0" 3-1/2"0x9" WELDED ANCHOR EQUALLY SPACED SECTION E -E SCALE : 3/4" = V-0" N.T.S. SION 12 -BARS a° co r y 16" TC -1 TIE COLUMN SCHEDULE MARK SIZE V.REINF. TIES REMARKS TC 8"x12" 4#5 #3@8"O.C. TC -1 8"x16"x16" 7#5 #398"O.C. w TC -2 8"x36" 8#6 #3@8"O.C. m a� NNW Z < JC OVER 3" �>> W �© STEEL COLUMN SCHEDULE MARK SIZE BASE PLATE CAP PLATE REMARKS A 6" STD PIPE SEE DETAIL SEE DETAIL B 6" STD PIPE 3/4" x 10" x 10" SEE DETAIL w ~U t <Z m a� NNW Z < JC 6" 0 LU l'[} cc F– J 3 HEX NUTS PER BOLT. BASE PLATE DETAIL TYPICAL BOLLARD DETAIL SCALE : 3/4" = 1'-0" A ,. • A A A A A r A 20 DIA, MIN. OR TERMINATE WITH A STD. 90 HOOK •R LOWER BAR A UPPER BAR t. SECTION C -C 20 DIA. MIN. OR TERMINATE WITH A STD. 90 HOOK 1 TO 6 JM ONAL #3 TIE 7 AS SCHEDULED) A4 -- A • u A r. . A • A c7 uJ z �a LOWER BAR A UPPER BAR SECTION C -C r wz_ © w ~ U v m � co Z - 041 wz I– U N a< C7 20 DIA, MIN. OR TERMINATE WITH A STD, 90 HOOK ADDITIONAL #3 TIE (3@31 f -- TIES (AS SCHEDULED) • TIES TIES 1 1/2" CLEAR 1 1/2" CLEAR SECTION D -D SECTION D -D TYPICAL COLUMN SPLICE DETAIL N. T. S. LOWER BAR UPPER BAR r. SECTION C -C w� z DOWELS N a( cn { I}--1 1/2" CLEAR SECTION D -D h W ti u Lw Q N � t.S h of p � r M p N C o W � W U Q b o M Q � A ,ry � O M U t W p 4 x � C'> O � U �•u ARCHITECTURE INTERIOR DESIGN PLANNING SEAL: c M � , MARIO A. SU AI EZ-11:,�.. R.E. 25414 E�,►� w� Z 0 ' a H� O LLI O w ~U t <Z m a� NNW Z < JC OVER 3" �>> W �© Z �0 -- si DOWELS C7 SPLICE w� z DOWELS N a( cn { I}--1 1/2" CLEAR SECTION D -D h W ti u Lw Q N � t.S h of p � r M p N C o W � W U Q b o M Q � A ,ry � O M U t W p 4 x � C'> O � U �•u ARCHITECTURE INTERIOR DESIGN PLANNING SEAL: c M � , MARIO A. SU AI EZ-11:,�.. R.E. 25414 E�,►� OXFORD UNIVERSAL 4311 PONCE DE LEON BLVD. CORAL GABLES, FLORIDA 331411 5966 SOUTH DIXIE BUILDING 5966 & 5970 SOUTH DIXIE HIGHWAY MIAMI, FLORIDA 33133 MATEU ARCHITECTURE INC. THIS DRAWING IS THE PROPERTY OF MATEU ARCHITECTURE INC. UNLESS OTHERWISE PROVIDED FOR /Y CONTRACT. THE CONTENTS OF THIS DRAWING ARE CONFIDENTIAL AND SHALL NOT BE TRANSMITTED TO ANY PARTY EXCEPT AS AUTHORIZED BY THE ARCHITECT/ENGINEERS OF RECORD. PHASE PERMIT DRAWINGS FILE NAME: PROJECT NO: MA0605 DRAWN BY: M.A.S. CHECKED IY: ISSUE DATE: DECEMBER 10, 2007 REVISIONS -1 FIRE DEPT. COMM 01-16-08 -3. CIN COMM. 04-22-08 -5. BLDG. DEPT. (011-08-08.) -6. BLDG. DEPT. (08-27-08) SHEET TITLE COLUMNS SCHEDULES & DETAILS SHEET: OF: 5-305 20 Z 0 ' a H� O LLI Z t <Z V a� NNW Z < JC M/ �>> I)(�u- �© Z �0 -- si �0 OXFORD UNIVERSAL 4311 PONCE DE LEON BLVD. CORAL GABLES, FLORIDA 331411 5966 SOUTH DIXIE BUILDING 5966 & 5970 SOUTH DIXIE HIGHWAY MIAMI, FLORIDA 33133 MATEU ARCHITECTURE INC. THIS DRAWING IS THE PROPERTY OF MATEU ARCHITECTURE INC. UNLESS OTHERWISE PROVIDED FOR /Y CONTRACT. THE CONTENTS OF THIS DRAWING ARE CONFIDENTIAL AND SHALL NOT BE TRANSMITTED TO ANY PARTY EXCEPT AS AUTHORIZED BY THE ARCHITECT/ENGINEERS OF RECORD. PHASE PERMIT DRAWINGS FILE NAME: PROJECT NO: MA0605 DRAWN BY: M.A.S. CHECKED IY: ISSUE DATE: DECEMBER 10, 2007 REVISIONS -1 FIRE DEPT. COMM 01-16-08 -3. CIN COMM. 04-22-08 -5. BLDG. DEPT. (011-08-08.) -6. BLDG. DEPT. (08-27-08) SHEET TITLE COLUMNS SCHEDULES & DETAILS SHEET: OF: 5-305 20