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08-40-187COLUMN SCHEDULE MARK f'c BASE PLATE CAP PLATE REMARKS A 6" STD PIPE SEE DETAIL SEE DETAIL #7 B 6" STD PIPE 3/4" x 10" x 10" SEE DETAIL 16" #9410 #3 18" #11 #4 2211 Q Q z U .� w, LO N C] LuM Lu W Lu Z ti0 U -11 LL z01 N- �u -07 ROOF ' , 12"X24" 6 #7 6 #7 6 #7 FOURTH FLOOR 12"X24" 12"X24" 121iX24" THIRD FLOOR 6#7 6#7 8#8 8#8 6#9 6#9 8#8 8#8 6#7 8#8 6#8 10#6 6#7 6#7a 6#7 12"X24" SECOND FLOOR 12"X24" 12"X24" 81IX24" 8"X24" 12"X24" 12"X24" 811X24" 811X24" 121IX24" 111i 8"X24" 8"X24" I 12"X24" 12"X24" 12"X24" 8#7 8#7 8#7 8#7 8#7 INT. PARKING 5 KSI 12"X24" 12"X24" 12"X24" 12"X24" 12"X24" 6#7 6#8 6#7 6#7 8#8 6#7 6#7 6#7 6#7 6#7 _ 6#7 4#6 GROUND FLOOR 12"X24" 12"X24" 12"X24" 12"X24" 12"X24" 12"X24" 12"X24" 12"X24" 12"X24" 12"X24" 12"X24" 8"X12" BASEMENT !� 8#9 8#9 8#9 # 8 9 8#9 8#9 4 1 #9 14#9 8#9 8#9 6#7 14#9 14#9 8#10 8#10 B#10 14#9 14#9 #1 8 0 #1 8 Q #1 8 0 1 #7 Q #1 8 0 # 6 9 # 6 9 6 #7 6#9 8#10 6#7 6#9 10#10 8#10 6#7 1 10# 0 1 #1 Q 0 10#10 6#7 6# 7 6 #9 6 # 10 6 #7 6#7 6#7 6#8 6 #7 6 #7 6 #7 6 #7 6 #7 6#7 4#6 DOWELS 12"X24" 12"X24" 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" 12"X24" 12"X24" 12"X24" 12"X24" 12"X24" 12"X24" 12"X24" 12"X24" 12"X24" 12"X24" 12"X24" 12"X24" 12"X24" 1211X24" 12"X24" 12"X24" 12"X24" 12"X24" 1211X24" 1211X24" 12"X24" 12"X24" 12"X24" 12"X24" 12"X24" 1211X24" 811X12" CONC. LEVEL STRENGTH O O O O O O O O O 10 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 51 COLUMN f'c MARKS (Ksi) NOTE: " - DENOTES STAGGERED SPLICE - SEE DETAIL 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. 46 TIE DIA. OR LEAST DIMENSION OF COLUMN. STEEL COLUMN SCHEDULE MARK SIZE BASE PLATE CAP PLATE REMARKS A 6" STD PIPE SEE DETAIL SEE DETAIL #7 B 6" STD PIPE 3/4" x 10" x 10" SEE DETAIL 16" #9410 #3 18" #11 #4 2211 Q Q z "D' co -- Q L0 W J 3 HEX NUTS PER BOLT. BASE PLATE DETAIL COLUMN TIES VERTICAL BAR SIZE TIE SIZE TIE SPACING #5 #3 10" #6 #3 12" #7 #3 14" #8 #3 16" #9410 #3 18" #11 #4 2211 TIE COLUMN SCHEDULE MARK SIZE V.REINF. TIES REMARKS TC 8"x12" 4#5 #3@8"O.C. Lu TC -1 8"x16"x16" 4#5 #3@8"O.C. .• TC -2 8"06" 6#6 #3@8"O.C. IL Q Q z U .� w, LO CONSECUTIVE CROSSTIES MUST HAVE THEIR 90 -DEGREE HOOKS ON OPPOSITE SIDES OF COLUMN x: MUST NOT EXCEED 14 INCHES 6db3" MIN. EXTENSION bb,EXTENSION 6cI,,3"MIN sdb X X X #3 HAIRPIN (TYP) % 3" MIN i * TIE SPACING NOT TO EXCEED LEAST IL -- COLUMN DIMENSION. REFER TO COLU TIE SCHEDULE TYP. TRANSVERSE COLUMN REINFORCEMENT (U.O.N.) N.T.S. CONC. COL TYPICAL CONC. COLUMN BUMPER GUARD DETAIL SCALE :3,14'' = V-0" L 3'x3'x1/4'x36" 3-1/2'0x9 WELDED ANCHOR EQUALLY SPACED SECTION E -E SCALE :3/4" = 1'-0" AA A , r 20 DIA, MIN. OR TERMINATE WITH A STD. 90 HOOK . a LOWER BAR UPPER BAR SECTION C -C 20 DIA. MIN. OR TERMINATE WITH A STD. 90 HOOK 1 T06 UM ONAL #3 TIE AS SCHEDULED) LOWER BAR A UPPER BAR SECTION C -C TIES TIES 1 1/211 CLEAR 1 1/2" CLEAR SECTION D -D SECTION D -D TYPICAL COLUMN SPLICE DETAIL N. T. S. 20 DIA. MIN, OR TERMINATE WITH A STD. 90 HOOK IONAL #3 TIE I°) \S SCHEDULED) LOWER BAR A UPPER BAR SECTION C -C _ W� z U �v < rn m N U) C z - 2 W U rin Ln OVER 3" DOWELS SPLICE DOWELS TIES TIES 1 112" CLEAR SECTION D -D ._ ac 4 • YVYYu •VY u• •u u c :'26000522 Y V V� p.i • V V V • •e� Uv u G • Y Y aF:, u �,,;� r W � r Q � t � U U w �- W uuu � .F V uc u V v © V� • V H W N � W C VVV uV4 � �•Vi V G i •, �. V • V U Vn ©u W � u h �m o� P N t � O K � w U a a m o Rs w el o h' . M IL w o r W a f- U � w q ti r Lu ARCHITECTURE INTERIOR DESIGN PLANNING SEAL' it 4 CIO ITt MARIOA. SUA"RF�� j "+' •' r� Pf. 25414 A zoQ _ ©o N N Lu 0 0 r <� .• U W . A TYPICAL CONC. COLUMN BUMPER GUARD DETAIL SCALE :3,14'' = V-0" L 3'x3'x1/4'x36" 3-1/2'0x9 WELDED ANCHOR EQUALLY SPACED SECTION E -E SCALE :3/4" = 1'-0" AA A , r 20 DIA, MIN. OR TERMINATE WITH A STD. 90 HOOK . a LOWER BAR UPPER BAR SECTION C -C 20 DIA. MIN. OR TERMINATE WITH A STD. 90 HOOK 1 T06 UM ONAL #3 TIE AS SCHEDULED) LOWER BAR A UPPER BAR SECTION C -C TIES TIES 1 1/211 CLEAR 1 1/2" CLEAR SECTION D -D SECTION D -D TYPICAL COLUMN SPLICE DETAIL N. T. S. 20 DIA. MIN, OR TERMINATE WITH A STD. 90 HOOK IONAL #3 TIE I°) \S SCHEDULED) LOWER BAR A UPPER BAR SECTION C -C _ W� z U �v < rn m N U) C z - 2 W U rin Ln OVER 3" DOWELS SPLICE DOWELS TIES TIES 1 112" CLEAR SECTION D -D ._ ac 4 • YVYYu •VY u• •u u c :'26000522 Y V V� p.i • V V V • •e� Uv u G • Y Y aF:, u �,,;� r W � r Q � t � U U w �- W uuu � .F V uc u V v © V� • V H W N � W C VVV uV4 � �•Vi V G i •, �. V • V U Vn ©u W � u h �m o� P N t � O K � w U a a m o Rs w el o h' . M IL w o r W a f- U � w q ti r Lu ARCHITECTURE INTERIOR DESIGN PLANNING SEAL' it 4 CIO ITt MARIOA. SUA"RF�� j "+' •' r� Pf. 25414 V � w N N � N oLU oc Z 0 0 n -� V) ti OXFORD UNIVERSAL 4311 PONCE DE LEON BLVD, CORAL GABLES, FLORIDA 33146 5966 SOUTH DIXIE BUILDING 5966 & 5970 SOUTH DIXIE HIGHWAY MIAMI, FLORIDA 33133 M A TE D 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 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 IIIY: ISSUE DATE: DECEMBER 10, 2007 REVISIONS - i SHEET TITLE COLUMNS SCHEDULES & DETAILS FOUNDATION PERMIT �I SHEET: OF: S-304 19 i zoQ _ ©o N N Lu 0 0 r <� U W L 1n IL Q Q z U .� w, LO N C] LuM Lu W Lu Z ti0 U -11 LL z01 N- �u -07 V � w N N � N oLU oc Z 0 0 n -� V) ti OXFORD UNIVERSAL 4311 PONCE DE LEON BLVD, CORAL GABLES, FLORIDA 33146 5966 SOUTH DIXIE BUILDING 5966 & 5970 SOUTH DIXIE HIGHWAY MIAMI, FLORIDA 33133 M A TE D 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 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 IIIY: ISSUE DATE: DECEMBER 10, 2007 REVISIONS - i SHEET TITLE COLUMNS SCHEDULES & DETAILS FOUNDATION PERMIT �I SHEET: OF: S-304 19 i