Loading...
13-96-235_� 0 t) I^t ) ce t CJ C� i 411) 'cq u; 0 0 CT U U.- 2nd FLOOR LEVEL CONCRETE BEAM 4 PC SOFFIT REAM SCHEDULE. (ALL REAMS F'c = 5000 psi) _ Vu Avf' BSxiv BEAM MARK TOP BM ELEV. DIMENSIONS V T T PC BEAM DATA WIDTH WIDTH HEIGHT BOt. TOP •C• BAR SIZE SPACNG • EA END BALANCE Mu( +) (k -ft) n SHR FRICT. REBARS 2PC5-1 +15' -0' _� 0 t) I^t ) ce t CJ C� i 411) 'cq u; 0 0 CT U U.- 2nd FLOOR LEVEL CONCRETE BEAM 4 PC SOFFIT REAM SCHEDULE. (ALL REAMS F'c = 5000 psi) _ Vu Avf' BSxiv BEAM MARK TOP BM ELEV. DIMENSIONS REINFORCING T I E S PC BEAM DATA WIDTH WIDTH HEIGHT BOt. TOP •C• BAR SIZE SPACNG • EA END BALANCE Mu( +) (k -ft) W (ki s) SHR FRICT. REBARS 2PC5-1 +15' -0' 16' 34' - -- 3 -01 2 -05 -- - -- - -- 360 100 5 -06 3PC5-2 2PCS -2 +15' -0' 16' 34' - -- 3 -01 2 -05 -- - -- - -- 130 80 5 -06 3PCB -3 2PC5-3 +15' -0' 16' 34' - -- 3 -01 2 -OB -- - -- - -- 200 50 5 -06 3PC15-4 2PC5 -4 +15' -0' I6' 34' - -- 3 -01 - -- -- - -- - -- 100 30 5 -% 3PCB -5 2PC5-5 SLOPES 16' 34' - -- 3 -01 - -- -- - -- - -- 140 40 5 -06 3PCB -6 2PC5-6 AV -0' 16' 34' - -- 3 -01 2 -OB -- - -- - -- 280 80 5 -016 3PC5-1 2PC5-1 +15' -0' 24' 34' - -- 4 -08 3 -OS -- - -- - -- 380 130 6 -01 3PC5-8 2PC5-8 +15' -0' 24' 34' - -- 4 -08 3 -09 -- - -- - -- 540 115 6 -01 3PCB -B 2PCB -S AV -0' Ib' 34' - -- 3 -01 2 -09 -- - -- - -- 210 50 5 -% 3PC5-I PCB -9 +15' -0' 16' 60' - -- 3 -01 2 -05 -- - -- - -- 300 100 5 -01 ADD 2 -5 • 1/4,1/2, 4 34 14TS 2PC5-1 +15' -0' 16' 34' - -- 3 -01 2 -05 -- - -- - -- 100 100 5 -06 3PCB -12 2PC5-11 +15' -0' 24' 60 - -- 3 -01 2 -05 -- - -- - -- 280 100 5 -01 3MB -13 2PC5-12 +15' -0' 16' 34' - -- 3 -01 - -- -- - -- - -- 90 40 5 -06 31005-14 2PC5-13 +15' -0' 16' 34' - -- 3 -01 2 -09 -- - -- - -- 320 100 5 -06 3PCB -15 2FCB -14 +15' -0' 16' 34' - -- 3 -01 2 -OB -- - -- - -- 425 140 6 -01 4PC5-16 2PC5-15 RAMP 16' 34' - -- 3 -01 - -- -- - -- - -- 410 90 5 -016 315-1 2PC5-I6 +14' -811/2' 16' 30' - -- 4 -08 3 -OS -- - -- - -- 390 120 6 -01 38-2 +25' -0' 8' 30' 2 -01 2 -06 - -- 3 3.8' • 12' - -- - -- - -- 48-2 28 -1 +15' -0' be 24' 2 -01 2 -01 - -- 03 412' • 12' - -- - -- - -- 48-2 28-2 +15' -0' 8' 30' 2 -01 2 -+16 - -- 3 3 08' • 12' - -- - -- - -- 04.12' 28-2 +15' -0' 8' 16' 2 -016 2 -05 - -- 3 •8' •8' - -- - -- I - -- I TIE BEAM .rd FLOOR LEVEL CONCRETE SEAM 4 PC SOFFIT BEAM SCHEDULE. (ALL BEAMS Pc = 5,000 psi) ('Avf' VU I BEAM MARK TOP BM ELEV. DIMENSIONS REINFORCING T I E S PC BEAM DATA WIDTH (FT) -(IN) WIDTH HEIGHT BOT. TOP ire BAR SIZE SPACNG • EA END BALANCE Mu( +) (k-ft) W (kips) SHR FRICT. REBARS 3PCB -1 +25' -0' 16' 34' - -- 3 -01 2 -4B -- - -- - -- 360 100 5 -06 3PC5-2 +25' -0' 16' 34' - -- 3 -01 2 -4B -- - -- - -- 130 SO 5 -016 TIE$ 3PCB -3 +25' -0' 16' 34' - -- 3 -01 2 -OB -- - -- - -- 200 50 5 -06 30' 3PC15-4 +25' -0' 16' 34' - -- 3 -01 - -- -- - -- - -- 100 30 5 -06 4 -05 3PCB -5 SLOPES I6' 34' - -- 3 -01 - -- -- - -- - -- 140 40 5 -06 - -- 3PCB -6 +25' -0' I6' 34' - -- 3 -01 2 -05 -- - -- - -- 280 S0 5 -06 3PC5-1 +25' -0' 24' 34' - -- 4 -08 3 -05 -- - -- - -- 380 130 6 -01 12' 3PC5-8 +25' -0' 24' 34' - -- 4 -06 3 -05 -- - -- - -- 540 1l5 6 -01 3PCB -B +25' -0' 16' 34' - -- 3 -01 2 -OB -- - -- - -- 210 50 5 -06 (•) N 2 LAYERS, ADD 2 -5 • 1/3 4 2/3 HT 3PC5-I +25' -0' 16' 34' - -- 3 -01 2-09 -- - -- - -- 100 100 5 -06 ADD 2 -5 is 1/3 4 2/3 HT. 3PCB -11 +25' -0' I6' 34' - -- 3 -01 2 -09 -- - -- - -- 280 100 5 -01 ASS 2 -5 • 1/3 4 2/3 HT. 3PCB -12 +25' -0' 16' 34' - -- 3 -01 - -- -- - -- - -- 50 40 5 -% ADD 2 -5 • 1/3 4 2/3 HT. 3MB -13 +25' -0' I6' 34' - -- 3 -01 2 -09 -- - -- - -- 320 100 5 -06 - -- 31005-14 +25' -0' 16' 34' - -- 3 -01 2 -09 -- - -- - -- 425 140 6 -01 TIE BEAM 3PCB -15 RAMP 16' 34' - -- 3 -01 - -- -- - -- - -- 410 90 5 -06 03-0 12' 4PC5-16 +35' -8' We 42' - -- 3 -01 - -- -- - -- - -- 100 30 5 -06 TYPE 315-1 +25' -0' Be 24' 2 -01 2 -01 - -- 3 012' • 12' - -- - -- - -- 38-2 +25' -0' 8' 30' 2 -01 2 -06 - -- 3 3.8' • 12' - -- - -- - -- 48-2 +35' -0' I 30' I i I i I I I r - -- 8'x12' 4th FLOOR LEVEL CONCRETE SEAM 4 PC SOFFIT REAM SCHEDULE. (ALL SEAMS F'c = 5,000 psi) ;,Avr- VU BEAM MARK TOP 81„1 ELEV. DIMENSIONS REINFORCNG T I E S PC BEAM DATA WIDTH (FT) -(IN) WIDTH HEIGHT BOT. TOP Ire BAR SIZE SPACING • EA END BALANCE Mu( +) (k -ft) W (kips) SHR FRICT. R125ARS 4PC5-1 +35' -0' 16' 34' - -- 3 -01 2 -05 -- - -- - -- 360 100 5 -h6 41=G5 -2 +35' -0' 16' 34' - -- 3 -01 2 -09 -- - -- - -- 130 80 5 -06 TIE$ 4PC5-3 +35' -0' I6' 34' - -- 3 -01 2 -OS -- - -- - -- 200 90 5 -06 30' 4PC5-4 +35' -0' 16' 34' - -- 3 -01 - -- -- - -- - -- 100 30 5 -06 4 -05 4PG5-5 SLOPES 16' 34' - -- 3 -01 - -- -- - -- - -- 140 40 5 -06 - -- 4PC5-6 +35' -8' 16' 42' - -- 3 -01 2 -09 -- - -- - -- 280 80 5 -06 4PG5-1 +35' -0' 24' 34' - -- 4 -01 3 -010 -- - -- - -- 550 190 8 -01 12' 4PCB -8 +35' -0' 24' 34' - -- 4 -01 3 -010 -- - -- - -- 125 240 8 -01 4PC5-9 +35' -8' 16' 42' - -- 3 -01 2 -09 -- - -- - -- 210 90 5 -016 (•) N 2 LAYERS, ADD 2 -5 • 1/3 4 2/3 HT 41'WG5-1 +35' -8' 16' 42' - -- 3 -01 2 -4B -- - -- - -- 100 100 5 -016 ADD 2 -5 is 1/3 4 2/3 HT. 4PC5-11 +35' -8' 16' 42' - -- 3 -01 2 -09 -- - -- - -- 280 100 5 -01 ASS 2 -5 • 1/3 4 2/3 HT. 4PC5-12 +35' -8' 16' 42' - -- 3 -01 2 -09 -- - -- - -- 90 40 5 -016 ADD 2 -5 • 1/3 4 2/3 HT. 4PC5-13 +35' -S' I6' 34' - -- 3 -01 2 -05 -- - -- - -- 320 100 5 -06 - -- 4PCB -14 +35' -S' I6' 42' - -- 3 -01 2 -OB -- - -- - -- 425 140 6 -01 TIE BEAM 4PC5-15 RAMP 16' 34' - -- 3 -01 - -- -- - -- - -- 410 50 5 -06 03-0 12' 4PC5-16 +35' -8' We 42' - -- 3 -01 - -- -- - -- - -- 100 30 5 -06 TYPE D C C C C 48 -1 +35' -0' as 24' 2 -01 2 -01 - -- 3 012' • 12' - -- - -- - -- 48-2 +35' -0' 8' 30' 2 -01 2 -% - -- 1 3 1 3.8' 1 • 12 - -- - -- - -- 8'x12' 48-2 +35' -0' 8' 16' 2 -06 2 -5 - -- 1 03 1 •8' I •8' - -- - -- - -- TIE BEAM ROOF LEVEL CONCRETE BEAM 4 PC SOFFIT BEAM SCHEDULE. (ALL BEAMS F'c = 5000 psi) 'vr'Jzxfy BEAM MARK TOP 15M ELEV. DIMENSIONS REINFORCING T I E s PC BEAM DATA WIDTH (FT) -(IN) WIDTH HEIGHT 807. TOP •C• BAR SIZE SPACING • EA END BALANCE Mu( +) (k -ft) VU (kips) SHR FRICT. REBARS RPCB -1 +41' -10' I6' 34' - -- 3 -01 2 -OB -- - -- - -- 100 40 5 -016 RPC15-2 +41' -10' 16' 34' - -- 3 -01 2 -09 -- - -- - -- 280 95 5 -% TIE$ RPC13-3 +41' -10' 16' 34' - -- 3 -01 2 -OB -- - -- - -- 210 50 5 -06 30' RPCB -4 +41' -10' 16' 34' - -- 3 -01 2 -09 -- - -- - -- 310 100 5 -% 4 -05 RPC5-5 +41' -10' 16' 34' - -- 3 -01 2 -OS -- - -- - -- 100 100 5 -06 - -- RPCB -6 41' -10' 16' 34' - -- 3 -01 2 -05 -- - -- - -- 280 100 5 -06 RPC5-1 47' -10' 8' 34' - -- 3 -01 1 -09 -- - -- - -- 100 65 5 -06 12' 5 -05 5 -05 - -- - -- F -100 g 10/B l IS' 1 -116 1 -% - -- - -- R5-1 +41' -10' 8' 32' 4 -06• 2 -06 - -- 3 1 4.12' 016' - -- - -- - - -- (•) N 2 LAYERS, ADD 2 -5 • 1/3 4 2/3 HT R5-2 +41' -10' as 32' 2 -06 2 -06 - -- 3 2.12' 016' - -- - -- - -- ADD 2 -5 is 1/3 4 2/3 HT. R5-3 +41' -10' Be 32' 2 -016 2 -06 - -- 3 •10' 010' - -- - -- - -- ASS 2 -5 • 1/3 4 2/3 HT. RB -4 +47' -10' 8' 34' 2 -06 2 -5 - -- 3 010' 1610' - -- - -- - -- ADD 2 -5 • 1/3 4 2/3 HT. RB -5 41'-10' &1 we 2 -01 2 -06 - -- 03 3.12' •8' - -- - -- - -- - -- RB -6 as 16' 2 -06 2 -05 - -- 3 •8' •S' - -- - -- - -- TIE BEAM COLUMN SCHEDULE ROOF D I M E N S I O N S: BOTTOM RE INF. TOP RE INF. REMARKS WIDTH (FT) -(IN) LENGTH (FT) -(IN) THICK (IN) C- SHORT WAY 8 #3 SIZE 16' - -- 12'x24' 2 -05 - -- - -- - -- MONOLITHIC W /SLAB MF -20 20' - -- 24' 2 -05 - -- 2 -05 VERT. MONOLITHIC W /SLAB 8 -% - --i -4 - I 4 UJF -20 20' - -- 12' psi el TIE$ - -- - -- 113 a 12' WF -24 24' - -- 12' 3 -05 04048' - -- - -- WALL FTG WF -30 30' - -- TYPE 4 -116 115612' C - -- WALL FTG WF -36 36' 1 ; 12' 4 -05 04012' 4 -05 04IV 12' WALL FTG 4tH FLOOR v , 3//'0 x 6' LO \G ELDED TE 12' - -- 12' 2 -05 - -- - -- - -- SIZE AIL AL AL I 3' -0' 3' -0' 16' 3 -05 3 -05 3 -05 3 -05 F'c■5A00 P81 VERT. 5' -0' 12' 5 -05 5 -05 - -- - -- F -100 g 10/B l IS' 1 -116 1 -% - -- - -- F -900 9' -0' 9' -0' TIES 9 -111 9 -01 - -- - -- F -1100 li' -0' 11' -0' 26' 11 -111 11 -111/ - -- - -- F -1200 12' -0' 12' -0' 28' 11 -08 TYPE - -- - -- F -1300 13' -0' 13' -0' 30' 12 -08 12 -08 /3RD - -- F -1500 15' -0' 15' -0' 34' 12 -OS 12 -09 FLOOR - -- F -1100 11' -0' 11' -0' 38' 16 -119 16 -09 - -- - -- F -1806 18' -(0' 18' -6' 40' 18 -09 18 -e9 - -- - -- SIZE 12'x24' 12'x24' 12'x24' 12'x24' 12'x24' - -- - -- VERT. 10 -08 8 -01 8 -0'1 8 -% 8 -06 / F'c ■5jd00pet TIES 03e12' 03-0 12' 03is 12' 03 -0 12' 03a12' TYPE D C C C C 2ND FLOOR SIZE 12'x24' 12'x24' 12'x24' 12'x24' 12'x24' 12'x12' 8'X16' 8'x36' 16' x 26' 8'x12' VERT. 10 -010 8 -0B 8 -09 8 -01 8 -01 4 -01 6 -% (10) 08 V (8) "9 V (4) %V F'c■bo00Pei TIES 04.12' 03a►12' 03012' 113012' 03a12' 03*12' 03a8' 03tv 8' 03012' •368' TOP OF TYPE D C C C C A B D C A FOOTING 0 0 (D ® (D © (D ® 0 10 A 4 6 FOOTING SCHEDULE F W /4- 5 VER ,3 11 S w CI.0 8 "x16" C�_iLC. Ci L i AL . v! /4 -#16 VL?. 11.3 / -U- 8 - #6 VERT, 10 #3= 's @ 8' O.C. 3 TIES @8'O.C, FTG. MARK D I M E N S I O N S: BOTTOM RE INF. TOP RE INF. REMARKS WIDTH (FT) -(IN) LENGTH (FT) -(IN) THICK (IN) C- SHORT WAY 8 #3 HAIRPIN- F W /4- 5 VER ,3 11 S w CI.0 8 "x16" C�_iLC. Ci L i AL . v! /4 -#16 VL?. 11.3 / -U- 8 - #6 VERT, 10 #3= 's @ 8' O.C. 3 TIES @8'O.C, FTG. MARK D I M E N S I O N S: BOTTOM RE INF. TOP RE INF. REMARKS WIDTH (FT) -(IN) LENGTH (FT) -(IN) THICK (IN) LONG WAY SHORT WAY LONG WAY SHORT WAY MF -16 16' - -- 12' 2 -05 - -- - -- - -- MONOLITHIC W /SLAB MF -20 20' - -- 24' 2 -05 - -- 2 -05 - -- MONOLITHIC W /SLAB i - --i -4 - °" `✓ 1 =1G TO ROOF) 4 UJF -20 20' - -- 12' 2 -05 - -- - -- - -- WALL FTG WF -24 24' - -- 12' 3 -05 04048' - -- - -- WALL FTG WF -30 30' - -- 24' 4 -116 115612' - -- - -- WALL FTG WF -36 36' - -- 12' 4 -05 04012' 4 -05 04IV 12' WALL FTG FRLATE h /((o) v , 3//'0 x 6' LO \G ELDED TE 12' - -- 12' 2 -05 - -- - -- - -- THICKENED EDGE F -300 3' -0' 3' -0' 16' 3 -05 3 -05 3 -05 3 -05 F -500 5' -0' 5' -0' 12' 5 -05 5 -05 - -- - -- F -100 1' -0' 1' -0' IS' 1 -116 1 -% - -- - -- F -900 9' -0' 9' -0' 22' 9 -111 9 -01 - -- - -- F -1100 li' -0' 11' -0' 26' 11 -111 11 -111/ - -- - -- F -1200 12' -0' 12' -0' 28' 11 -08 11 -08 - -- - -- F -1300 13' -0' 13' -0' 30' 12 -08 12 -08 - -- - -- F -1500 15' -0' 15' -0' 34' 12 -OS 12 -09 - -- - -- F -1100 11' -0' 11' -0' 38' 16 -119 16 -09 - -- - -- F -1806 18' -(0' 18' -6' 40' 18 -09 18 -e9 - -- - -- F -8x11 8' -0' 11' -0' 30' 8 -08 16 -111 - -- - -- i I TOP BARS BOTTOM B 2' CLR 05LI OR L2 U4104 0.2512 IS GREATER + b I t b' L L LI MIK CONCRETE BEAM DIAGRAM (RJLLY CAST N PLACE) BARS (SCIW Jq"L2) 05L1 0R L2 U41CWVER 0512 OR L3 W41CI IEV R TOP BARS IS GREATER + b IS GREATER + b 'C' BARS (SCFED. U1.1) 'C' BARS (SCFED OLD 2' a I I ,.,,iTIEB 36 BD - P,:1 SOFFIT rtaaRs Y Y Y b' LI L2 l MR CONCRETE PC BEAM DIAGRAM No 30' 01 36' 48 42' 09 48' 010 56' -� - 1� " -2' 6-IBV, 133 TIES • - —d E M u7 5: -: r 12' O.C. MUj - 6- "'6V,'3 a • J w �" Of. o i - --i -4 - °" `✓ 1 =1G TO ROOF) 4 - -- \ - - -- - -- -�- 9 - 18V, 13 TIES + -- /r / . E ENS ARC "eD 13 F_:T5 w 12' O.C. / D" T AiL FCR '2' O.C. R lnr='G FRLATE h /((o) v , 3//'0 x 6' LO \G ELDED I j I 2 -tloV '3 71E5 - - "5V 4 - I �2' v. v \1/_A E) 4 (I 7G TO ROOF) I - I 1/2' O.C. .o cX1; ; �� (FTC, "O 2rd Fi -R) °3 TI", 15 -alv (2nd FLR TO ROOF) x3 s '� a', O.C. 12" 4 - °'ov, 13 TIES +-- °3 r -= s ol 12' O.C. m - 6 -1SV, 13 TIES a 13 CJ's a 12" O.0 #5v 4 N — 12' O.G. v -- 1/2 ° O.C. "3 FM's C 12" O.G. -- 12' -- v #31 - -7's ;2 " O.C. - �- v - - \- `" -- `__ 15 - l8v 10 - ¢8v - - -� (F_TG_TO 2nd "-'L R) (2nd "FLR TO ROOF) SHEARWALL #2 (STAiRWAY WALL) ' "51/- :f - -�'s •- -- -`�� (FTG TO ROOF) (4) •6V (2 y E4. FACE) 12' O.C. - - -'3 ,! 's 1/2" O.C. SPEARWALL 01 (ELEVATOR SHAFT WALLS) GDK JOB #:IC 1 e" = G.D. Klieger, Inc. Consulting Structural Engineers 0 1909 Harrison St., Suite 204 EO Hollywood, Florida 33020 -5017 Phone: (954) 923 -2111 EB 0004621 EMATT gkliegerOatt.net a Design Services For The Built Environment E Atlanta Birmingham Cincinnati Columbus Dallas Fort Lauderdale Knoxville Jackson Jacksonville Louisville Memphis Nashville Richmond Tampa N G R E S H A M S M I T H A N D P A R T N E R S 6030 Hollywood Blvd. Suite 210 Hollywood, Florida 33024 954.981.9100 FIRM'S FLORIDA CERT. NO. AAP000034/CA3806 1826000797/LC26000381 G.D. Klieger, Inc. Consulting Structural Engineers 1909 Harrison St., Suite 204 Hollywood, Florida 33020 -5017 Phone: (954) 923 -2111 EMAIL: gklieger ®att.net GERSHON KLIEGER, PE (FL. PE #36109) REVISION No. -- Date - Revision SCHEDULES & DETAILS I I �' �� IL E: K- 12059- S -6.dwg ? n 0 J CT: 29080.00 DA- 12/14/2012 1� C f) U) < r ' Cc E M u7 5: CL r C MUj Lij a o GERSHON KLIEGER, PE (FL. PE #36109) REVISION No. -- Date - Revision SCHEDULES & DETAILS I I �' �� IL E: K- 12059- S -6.dwg ? n 0 J CT: 29080.00 DA- 12/14/2012 1� C f) U) < r ' Cc E M u7 5: CL rr �Mdr x LO Lij a GERSHON KLIEGER, PE (FL. PE #36109) REVISION No. -- Date - Revision SCHEDULES & DETAILS I I �' �� IL E: K- 12059- S -6.dwg ? n 0 J CT: 29080.00 DA- 12/14/2012