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08-40-189COLUMN SCHEDULE G •W ti U WC U TIE SIZE fc #5 #3 L ii V U #3 12" #7 U v G W U V W V V V W V W W • VY U •�+� V V 4fG iC W #11 #4 COLUMN SCHEDULE G •W ti U WC U TIE SIZE fc #5 #3 10" #6 #3 12" #7 #3 14" #8 #3 16" #9,#10 #3 18" #11 #4 22" U d tiM :i - 0 w w z w� ARCHITECTURE . 4R7IFRlORJpIGN e�NING SEAL: '� Ile - 'V ./••�• ••�••,y/UI�� Ll 0 c •. U) U) LL 2 a0 MARIO A. SUAREZ ur or 9gul i UL Ji UVUV UUU V W v ��v V ROOF #7 FOURTH FLOOR6 1211X24" THIRD FLOOR a#a s#a 6#9 6#8 6#8 6#7 6#8 6#8 8#9 6#7 SECOND FLOOR 12"X24" 12"X24" 12"X24" 12"X24" 12"X24" 1211X24" 1211X24" 1211X24" 12724" 121IX24" INT. PARKING 5 KSI 8 #7 6 #8 6 #8 6 #8 6 #8 6 #7 6 #7 6 #7 6 #7 6 #7 6 #7 6 #7 6 #7 6 #8 6 #9 6 #7 12"X24" 12"X24" 12"X24" 12"X24" 12"X24" 12724" 12724" 12724" 12"X24" 12724" 12"X24" 12724" 12"X24" 12724" 12"X24" 12724" 4#9 4#9 6#8 GROUND FLOOR 12"X24" 12724" 12724" BASEMENT I I I >< I 8#9 8#9 8#9 6#9 4#9 4#9 *14#10 14#9 x`16#10 4#9 6#9 *16#10 16#10 8#10 6#8 6#9 14#10 14#10 8#10 8#7 6#9 10#7 6#10 8#9 12#10 6#8 6#10 10#10 6#7 10#9 10#9 10#9 6#7 10#10 10#10 10#10 6#7 6#9 6#9 6#9 6#8 6#9 8#9 8#9 6#8 8#7 6#7 6#7 6#7 6#7 DOWELS 12724" 12724" 12"X24" 12724" 12"X24" 12'X24" 12732" 12732" 12724" 12724" 1211X24" 1211X32" 12"X32" 12724" 12"X24" 12724" 12"X32" 12732" 12724" 12724" 12"X24" 8730" 1 12724" 12724" 12724" 12724" 1211X24" 1211X24" 121724" 12"X24" 12"X24" 121724" 1211X24" 1211X24" 12"X24" 12"X24" 12"X24" 12724" 12724" 12"X24" 12724" 12"X24" 12724" 12724" 12724" 12"X24" 12724" 12"X24" 121724" 1272 " CONC. LEVEL STRENGTH O O O O O O O O 1Q 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 COLUMN pc MARKS ( Ksi) 6 NOTE: * - DENOTES STAGGERED SPLICE - SEE DETAIL 4 -BARS COLUMN REINFORCEMENT DETAILS NOTES: 1. PROVIDE #3 HAIRPINS WHERE VERTICAL BAR SPACING EXCEEDS 6" CLEAR DISTANCE (TYP. 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. TYPICAL CONC. COLUMN BUMPER GUARD DETAIL SCALE: 3/4" = 1'-0" 1- 13 loan] 6 -BARS • i r r 16 -BARS COLUMN TIES VERTICAL BAR SIZE TIE SIZE TIE SPACING #5 #3 10" #6 #3 12" #7 #3 14" #8 #3 16" #9,#10 #3 18" #11 #4 22" CONSECUTIVE CROSSTIES MUST HAVE THEIR 90 -DEGREE HOOKS ON OPPOSITE SIDES OF COLUMN x: MUST NOT EXCEED 14 INCHES 6d63" MIN. EXTENSION bb,EXTENS10N 6co,3"MIN 6dtZ)x X X #3 HAIRPIN (TYP.) % 3" MIN J * TIE SPACING NOT TO EXCEED LEAST L_ COLUMN DIMENSION. REFER TO COL TIE SCHEDULE TYP. TRANSVERSE COLUMN REINFORCEMENT (U.O.N.) N.T.S. CONC.COL �— L 3"x3"x1 /4"x5'-0" 3- 112" 0 x B" WELDED ANCHOR EQUALLY SPACED SECTION E -E SCALE: 3/4" = V-0" TIE COLUMN SCHEDULE MARK SIZE V.REINF. TIES REMARKS TC 8"x12" 4#5 #3@8"0. C. N o n m TC -1 8"x16"x16" 7#5 #3@8"O. C. Z(n TC -2 8"46" 8#6 #3@8"O. C. x U d tiM :i - 0 w w z w� STEEL COLUMN SCHEDULE MARK SIZE BASE PLATE CAP PLATE REMARKS A 6" STD PIPE SEE DETAIL SEE DETAIL N o n m B 6" STD PIPE 3/4" x 10" x 10" SEE DETAIL Z(n x U d tiM :i - 0 w 6" ` cn II � LLI 2 H J 3 HEX NUTS PER BOLT. BASE PLATE DETAIL t CAL BOLLARD DETAIL E : 3/4" = 1'-0" m 1Ad 1� n • © 20 DIA. MIN. OR TERMINATE WITH ' A STD. 90 HOOK 20 DIA. MIN. OR TERMINATE WITH A STD. 90 HOOK A • LOWER BAR UPPER BAR w. SECTION C -C �-1 112" CLEAR SECTION D -D 1 T06 JM ONAL #3 TIE ) AS SCHEDULED) LOWER BAR UPPER BAR SECTION C -C TIES TIES 1 1/21' CLEAR SECTION D -D TYPICAL COLUMN SPLICE DETAIL N. T. S. 20 DIA. MIN. OR TERMINATE WITH A STD. 90 HOOK IONAL #3 TIE ) kS SCHEDULED) LOWER BAR UPPER BAR r SECTION C -C C C w� ~ U N � U) OVER 3" DOWELS SPLICE DOWELS TIES D TIES 1 1/2" CLEAR SECTION D -D 02 O m U m Id v � C O G] � W W F- } � r p p W � s I G7 O � � 4 W � v i � m G] m S] m � N O C m W � 4 C) N o n m cn� m O N U W" O „y m Z(n x U d tiM :i - 0 w w z w� ARCHITECTURE . 4R7IFRlORJpIGN e�NING SEAL: '� Ile - 'V ./••�• ••�••,y/UI�� Ll 0 c •. U) U) LL 2 a0 MARIO A. SUAREZ ur or 9gul i r W C; CL z N ■ o� �N OXFORD UNIVERSAL 4311 NONCE DE LEON BLVD. CORAL GABLES, FLORIDA 33146 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 BY CONTRACT. THE CONTENTS OF THIS DRAWING ARE CONFIDENTIAL AND SHALL NOT IF TRANSMITTED TO ANY PARTY EXCEPT AS AUTHORI2ED BY THE ARCHITECT/ENGINEERS OF RECORD. PHASE PERMIT DRAWINGS FILE NAME: PROJECT NO MA0605 DRAWN NY: M.A.S. CHECKED BY: ISSUE DATE: DECEMBER 10, 2007 REVISIONS -1 FIRE DEPT. COMM 01-16-08 -3. CITY COMM. 04-22-08 -5. BLDG. DEPT. (06-08-08.) -6. BLDG. DEPT. (08-27-08) SHEET TITLE COLUMNS SCHEDULES & DETAILS SHEET: 0F: S-305 20 Id z uu N N C) wcn cn� ci U W" :L Z(n Q z 0 w w z w� � to U) U) LL 2 a0 �0 ur r W C; CL z N ■ o� �N OXFORD UNIVERSAL 4311 NONCE DE LEON BLVD. CORAL GABLES, FLORIDA 33146 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 BY CONTRACT. THE CONTENTS OF THIS DRAWING ARE CONFIDENTIAL AND SHALL NOT IF TRANSMITTED TO ANY PARTY EXCEPT AS AUTHORI2ED BY THE ARCHITECT/ENGINEERS OF RECORD. PHASE PERMIT DRAWINGS FILE NAME: PROJECT NO MA0605 DRAWN NY: M.A.S. CHECKED BY: ISSUE DATE: DECEMBER 10, 2007 REVISIONS -1 FIRE DEPT. COMM 01-16-08 -3. CITY COMM. 04-22-08 -5. BLDG. DEPT. (06-08-08.) -6. BLDG. DEPT. (08-27-08) SHEET TITLE COLUMNS SCHEDULES & DETAILS SHEET: 0F: S-305 20