Loading...
08-40-184SW -1 FLOOR TO FLOORA VERTICAL STEEL - EA. FACE (U.O.N.) FLOOR TO FLOOR HORIZ. BAR MARKS - EA. FACE (U.O.N.) "A" "B" IAX, "BB" LEVEL 2 - ROOF 4 #6 @ 4" #5 @ 12" LEVEL 2 - ROOF #5 @ 12" #5 @ 12" BASEM. - LEVEL 2 10 #10 @ 4" #5 @ 12" BASEM. - LEVEL 2 45 @ 10" #5 @ 10" BASEM. - LEVEL 2 9 #9 Q 4" #5 Cs? 12" BASEM. - LEVEL 2 #5+@ C" #5 @ 10" S • • -2 FLOOR TO FLOOR VERTICAL STEEL -EA. =ACE ($.YMM TO FLOOR HORIZ. BAR MARKS - EA. FACE (U.O.N.) "A" "g" ,.A, "BEY LEVEL 4 - ROOF 4 #6 @ 4" #5 @ 12" LEVEL 4 - ROOF 4`5 @ 12" #5 @ 12" LEVEL 2 - LEVEL 4 6 #9 @ 4" #5 @ 12" LEVEL 2 - LEVEL 4 #5 @ 12" #5 @ 12" BASEM. - LEVEL 2 9 #9 Q 4" #5 Cs? 12" BASEM. - LEVEL 2 #5+@ C" #5 @ 10" NOTES: 1. VERTICAL BARS SHOWN ARE DIAGRAMATIC. FOR SIZE & NUMBER OF BARS REFER TO SHEARWALL SCHEDULF. 10 #i VERT.#5 @ 12" VERT. #3 @ i" TIES /— F #4 @ 10" O.C. .. A! � 24" g A SHEARWALL SW- 1 BASEMENT TO 2ND FLOOR 1 /2"=1'-0" #5 @ 12" VERT. #4 @ 10" O.C. . ' . , A B A SHEARWALL SW- 1 2ND FLOOR TO ROOF 1/2`=1'-0` 10" #5 @ 12" VERT. �i rD #4 @r 10" O.C. Y rn all F-1 Y m DO • #5 @ 12" VERT. �#4@10"O.C. w� SHEARWALL SW- 2 SHEARWALL SW- 2 SECTION BASEMENT TO 2ND FLOOR 2ND FLOOR TO UPPER ROOF SHEARWALL SW- 2 1/2"=1'-0" �i BEAM SCHEDULE MARK ELEV. SIZE BOTTOM TOP CONT. "C" BARS "E" BARS STIRRUPS / B x D No. SIZE No. SIZE No. SIZE No. SIZE SIZE REMARKS FB -1 T.O.S. 16"x18" 3 #8 2 #8 2 #a Q0i ;;-x- #3 @a" / FB -2 T.O.S. 16"x18" 3 #8 2 #8 5 #8 Z #3 @8" W \ FB -3 FB -4 > FB -5 T.O.S. T, 0. S. T.O.S. 24"x18" 16'x18" 16"x18" 5 3 3 #9 #8 #7 2 3 2 #8 #8 #8 1 #8 20 #3 #3 #3 @4" @8" @a" i FB -6 T.O.S. 16"x1 all 3 #7 2 #8 1 #8 #3 @8" FB -7 T.O.S. 16'x18" 3 #7 2 #8 #3 @8" FB -8 FB -9 FB -10 T.O.S. T.O.S. T.O.S. 16'x1 a" 16'x18" 16"x18" 3 3 3 #8 #7 #7 3 2 2 #8 #8 #8 2 2 #8 #8 #3 #3 #3 @a" 8" 0 @8" FB -11 T.O.S. 16'x18" 3 #7 2 #8 2 #8 #3 98" FB -12 T.O.S. 16'x18" 3 #8 4 #7 #3 @8" FB -13 FB -14 T.O.S. T.O.S. 24'x18" 24"x18" 4 5 #9 #9 3 3 #9 #9 3 3 1 #9 #9 #3 #3 @8" @8" > FB -15 T.O.S. 24'x18" 6 #9 3 #9 3 #9 #3 @8" i FB -16 T.O.S. 24'x1 all 3 #8 3 #8 #3 @8" FB -17 T.O.S. 16"x18" 3 #9 3 #9 3 #9 #3 @a" FB -18 FB -19 T.O.S. T.O.S. 16"x18" 16"x1 a" 3 3 #9 #7 3 3 #9 #7 #3 #3 @a" 98" FB -20 T.O.S. 16"x18" 3 #8 3 #9 3 #9 #3 @a" > FB -21 T.O.S. 16'x18" 6 #9 3 #9 3 #9 #3 @8" y FB -22 T.O.S. 16"x18" 6 #8 3 #9 #3 08" 1 FB -1 T.O.S. 16'x24" 2 #7 2 #8 1 #8 #3 @8" 1 FB -2 T.O.S. 16'x24" 2 #7 2 #8 2 #8 #3 @8" > 1 FB -3 T.O.S. 16'x24" 4 #a 2 #8 1 #a 1 #8 #3 @8" > 1 FB -4 T.O.S. 16'x24" 3 #7 3 #8 #3 @8" > 1 FB -5 T.O.S. 16'x24" 2 #7 2 #a 1 #8 #3 @a" 1 FB -6 T.O.S. 16'x24" 2 #7 2 #8 1 #8 #3 @8" 1 FB -7 T.O.S. 16"x24" 2 #7 2 #8 1 #8 1 #a #3 98" 1 FB -8 T.O.S. 16"x24" 3 #7 3 #8 #3 @8" > 1 FB -9 T.O.S. 16"x24" 2 #7 2 #8 1 #8 #3 @8" > 1 FB -10 T.O.S. 16"x24" 2 #7 2 #8 1 #8 #3 @8" > 1 FB -11 T.O.S. 16"x24" 2 #7 2 #8 1 #8 1 #8 #3 @8' 1 FB -12 T.O.S. 16"x24" 3 #7 3 #8 #3 @8" > 1 FB -13 T.O.S. 24"x24" 4 #7 4 #7 2 #7 #3 @8" > 1 FB -14 T.O.S.24'x24" 4 #7 4 #7 2 #7 #3 @8" > 1 FB -15 T.O.S. 24"x24" 4 #7 4 #7 2 #7 #3 @a" 1 FB -16 T.O.S. 24"x24" 4 #7 4 #7 2 #7 #3 8" 0 > 2FB-1 T.O.S. 16'x24" 2 #7 2 #8 1 #a #3 @8" > 2FB-2 T.O.S. 16'x24" 2 #7 2 #8 1 #8 #3 98" > 2FB-3 T.O.S. 16"x24" 2 #7 2 #8 1 #8 1 #8 #3 @8" > 2FB-4 T.O.S. 16'x24" 3 #7 3 1 #8 #3 98" 2FB-5 T.0 S. 16'x24" 2 #7 2 #8 1 #8 #3 8" 0 2FB-6 T.O.S. 16'x24" 2 #7 2 #8 1 1 #8 #3 @8" > 2FB-7 T.O.S. 16"x24" 2 #7 2 # 1 # #81 #3 @a" 2FB-8 T O.S. 16'x24" 3 #7 3 #8 #3 @a" 2FB-9 T.O.S. 16'x24" 2 #7 2 #8 1 #8 #3 @8" 2FB-10 T.O.S. 16"x24" 2 1 #7 2 #8 1 #8 #3 @8" 2FB-11 T 0 S. 16"x24" 2 #7 2 #8 1 #8 1 #8 #3 08" 2FB-12 T.O.S. 16"x18" 3 #8 4 #7 #3 1 08" 2FB-13 T.O.S. 24"x18" 4 #9 3 #9 2 #9 #3 @a" 2FB-14 T.O.S. 24"x18" 5 #9 3 #9 2 #9 #3 @8" 2FB-15 T.O.S. 24"x18" 4 #9 3 #9 2 #9 #3 @8" 2FB-16 T.O.S. 24"x18" 4 #9 3 #9 #3 @8" 2FB-17 T.O.S. 16'x18" 3 #9 3 #9 3 #9 #3 @8" 2FB-18 T.O.S. 1611x1 all 3 #9 3 #9 #3 @8" 2FB-19 T.O.S. 16'x18" 3 #7 3 #7 #3 @8i, 2FB-20 T.O.S. 16'x18" 3 #8 3 #9 3 #9 #3 @8" 2FB-21 T.O.S. 16'x18" 6 #9 3 #9 3 #9 #3 @a" 2FB-22 T.O.S. 16'x18" 6 #8 3 #9 #3 08" 2FB-23 T.O.S. 16'x18" 6 #8 3 #9 #3 @8, 3FB-1 T.O.S. 16"x24" 3 #8 3 #8 1 #7 #3 @a" 3FB-2 T.O.S. 16"x24" 3 #8 3 #8 1 #7 #3 08" 3FB-3 T.O.S. 16'x24" 3 #8 3 #8 1 #7 #3 98" 3FB-4 T.O.S. 16"x24" 3 #8 3 #8 1 #7 #3 @8" 3FB-5 T.O.S. 16"x24" 3 #8 3 #8 1 #7 #3 @8" 3FB-6 T.O.S. 16"x24" 3 #8 3 #8 #3 98" 3FB-7 T.O.S. 24'x24" 3 #8 4 #7 #3 @8" 3FB-8 T.O.S. 24"x24" 3 1 #8 4 #7 #3 08" 3FB-9 T.O.S. 24"x24" 3 #8 3 #7 1 #7 #3 @8" 3FB-10 T.O.S. 24"x24" 4 #8 3 #8 2 #8 #3 @8" 3FB-11 T.O.S. 24'x24" 5 #8 3 #a 1 #8 #3 @8" 3FB-12 T.O.S. 24'x24" 3 #8 3 #8 #3 @8" 3FB-13 T.O.S. 16'x24" 3 #8 3 #8 2 #a #3 @8" 3FB-14 T.O.S. 16'x24" 4 #9 3 #8 3 #8 #3 98" 3FB-15 T.O.S. 16'x24" 2 #8 2 #8 1 #8 #3 @a" 3FB-16 T.O.S. 16"x24" 3 #8 2 #8 3 #8 #3 @a" 3FB-17 T.O.S. 16'x24" 3 #8 2 #8 3 #8 #3 @8" 3FB-18 T.O.S. 16"x24" 3 #8 2 #8 3 #8 #3 98" 3FB-19 T.O.S. 16'x24" 2 #8 2 1 #8 1 #a 1 #3 98" 3FB-20 T.O.S. 16"x24" 3 #8 2 #8 3 #8 #3 @8" 3FB-21 T.O.S. 16"x24" 3 #8 2 #8 3 #8 #3 @8" 3FB-22 T.O.S. 16'x24" 2 #8 2 #8 1 #8 #3 @8" VVYV VVV r Y V W l• V V w TIES @ 4" o.c TIES @ 4" c.c "C" BARS (OP OVER EACH SUPPORT) WHERE BARS DIFFER IN TWO ADJACENT SPANS AT A COMMON SUPPORT, THE ROVIDE 24 BAR DIA. MIN. LARGER BARS SCHEDULED OR TERMINATE ENDS IN SHALL BE USED. STANDARD 90 HOOK OR SEMI - TOP CONT. (CONTINUOUS TOP a CIRCULAR HOOK. a BARS) LAP IN MIDDLE 1/3 OF SPANS 2" CL 0,25 L WHERE REQUIRED. v 0.30 L 0.30 L "E" BARS cv 14 CLASS B I4 1 I I SPLICE SPDC g I J U N ALL REINF. STEEL IN SAME STIRRUP SPACING AS 4 LAYER UNLESS OTHERWISE SCHEDULED. a NOTED. a TIES @ 4" o.c FIRST STIRRUP SPACED FROM FACE OF SUPPORT. TIES @ 4" o.c L1 L2 NOTES: 3. PLACE MAXIMUM OF 2 BARS PER LAYER ON 8" -WIDE BEAMS. 6. TOP BARS SHALL BE CONTINUOUS. IF REQUIRED, 1. "L" INDICATES THE LARGER OF ADJACENT SPANS. 4. ALL BEAMS ARE CAST -IN-PLACE BEAMS, SPLICE WITH 36 BAR DIAMETER SPLICE AT INTERIOR 2. WHERE BOTTOM BARS ARE INDICATED AS CONTINUOUS UNLESS OTHERWISE NOTED IN SCHEDULE SPANS OTHER THAN FIRST AND LAST. LOCATE SPLICE WITH ADJACENT SPANS, SPLICES, WHERE NEEDED, SHALL 5. WHEN NECESSARY, LAP BOTTOM BARS OVER AT MIDSPAN. BE MADE IN THE END 1/3 OF SPAN WITH 24 DIA. LAP. SUPPORTS AND TOP BARS AT MIDSPAN AS SHOWN 7. BOTTOM REINFORCEMENT SHALL BE TERMINATED WITH ACI STANDARD HOOK FOR ALL PERIMETER BEAMS. �EZA�A DCAKA DC1KICDI A( -NI l02 nIAf'_`DAAA 3 N.T.S. ARCHITECTURE JNTtRIOR DESIGN ,PLANNING SEAL: r � . ¢. MARIO A'. SUAIA.E� P.E. 25414 OXFORD UNIVERSAL 4311 RON GE 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 6Y CONTRACT. THE CONTENTS of THIS DRAWING ARE CONFIDENTIAL AND SHALL NOT BE TRANSMITTED TO ANY PARTY MFPF AS AUTHORIZED NY THE ARCHITECT/ENGINEERS OF RECORD. PHASE PERMIT DRAWINGS FILE NAME: PROJECT NO' MA0605 DRAWN BY: M.A.S. CHECKED 6Y: ISSUE DATE: DECEMBER 10, 2007 REVISIONS 3. GITY GOMM 04-22-08 SHEET TITLE SCHEDULES & DETAILS SHEET: 0F: 5-304 20 Z o0 uu o�C/)cnm to Q0i ;;-x- Lu OZ Z Q Q Z U -a 1 7 � Z zw W .._ aCU,U)itLL n Z0 2¢o� u( 20 OXFORD UNIVERSAL 4311 RON GE 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 6Y CONTRACT. THE CONTENTS of THIS DRAWING ARE CONFIDENTIAL AND SHALL NOT BE TRANSMITTED TO ANY PARTY MFPF AS AUTHORIZED NY THE ARCHITECT/ENGINEERS OF RECORD. PHASE PERMIT DRAWINGS FILE NAME: PROJECT NO' MA0605 DRAWN BY: M.A.S. CHECKED 6Y: ISSUE DATE: DECEMBER 10, 2007 REVISIONS 3. GITY GOMM 04-22-08 SHEET TITLE SCHEDULES & DETAILS SHEET: 0F: 5-304 20