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13-96 (3)-080`li L- cu T, E) ) Er, (l �l l J 11117 711 - Lf) J J J 1 J W_ CJJ E,) U9 -4iJ 11: rJJ (n Efr jr") LL L D L-1 — 1 > cr re 1- 1 LL L, �- -1-1 L,L LL1 1­1 I- 1 (ALL n II LL LL Li L]' LL U) ai of O Q_ =1, OF LLI W J U5 Ur Ei? 2nd FLOOR LEVEL CONCRETE SEAM 4 PC SOFFIT SEAM 5CHEDULE. (ALL SEAMS F'c = 5,000 PSI) A BEAM MARK TOP BM ELEV. DIMENSIONS REINFORCING T I E 5 PC BEAM DATA T I E 5 WIDTH HEIGHT BOT. TOP C. BAR SIZE SPACING 6 EA. END BALANCE Mu( +) (k -ft) Yu (kips) SHR FRICT. REBARS 2PC5-1 +15' -0' 16' 34' - -- 3 -#1 2 -*9 -- - -- - -- 360 100 5 -#6 40 2PCB -2 +15' -0' 16' 34' - -- 3 -01 2 -*9 -- - -- - -- 130 80 5 -#6 95 2PC5-3 +15' -0' 16' 34' - -- 3 -01 2 -09 -- - -- - -- 200 90 5 -#6 90 2PC5-4 +15' -0' 16' 34' - -- 3 -01 - -- -- - -- - -- 100 30 5 -#6 100 2PC13-5 SLOPES 16' 34' - -- 3 -*1 - -- -- - -- - -- 140 40 5 -#6 100 2PC5-6 . +15' -0' 16' .. __ -.. 34' - -- 3 -*1 2 -*9 -- - -- - -- 280 80 5 -*6 100 2PCB -1 +15' -0' 24' 34' - -- 4 -08 3 -09 -- - -- - -- 380 130 6 -01 65 2PCB -8 +15' -0' 24` 34' / - -- 4 -08 3 -*9 -- - -- - -- 540 115 6 -01 2PC5-9 +15' -0' 16' 34' - -- 3 -01 2 -#9 -- - -- - -- 210 90 5 -#6 - -- 2PCB -9 +15' -0' 16' 60' - -- 3 -01 2 -09 -- - -- - -- 300 100 5 -#1 ADD 2 -*5 1/4,1/2, 4 3/4 HTS 2PC5-10 +15' -0' 16' 34' - -- 3 -#1 2 -#9 -- - -- - -- 100 100 5 -06 - -- 2PC5-11 +15' -0' 24' 60 - -- 3 -#1 2 -#9 -- - -- - -- 280 100 5 -*1 - -- 2PCB -12 +15' -0' 16' 34' - -- 3 -01 - -- -- - -- - -- 90 40 5 -06 I - -- 2PC5-13 +15' -0' 16' 34' - -- 3 -01 2 -#9 -- - -- - -- 320 100 5 -#6 2PC5-14 +15' -0' 16' 34' - -- 3 -01 2 -#9 -- - -- - -- 425 140 6 -01 2PCB -15 RAMP 16',. __ 34' - -- 3 -01 - -- -- - -- - -- 410 90 5 -06 C 2PC5-16 +15' -0' t 16' 34' - -- 4 -08 3 -*9 -- - -- - -- 390 120 6 -#1 2PC5-11 .. +15' -0' 16' .._. 34' = ' - -- 3 -01 2 -#9 -- - -- - -- 280 80 5 -#6 12 "X24" 28 -1 +15' -0' -. 8■ 24` —'2 -#1 2 -#1 - -- 03 612' 612" - -- - -- - -- TIE 13EAM 28-2 +15' -O' 8' 30' 2 -01 2 -#6 - -- 03 3 68' 6 12' - -- - -- - -- TIE BEAM 28 -3 +15' -0' 8' 16' 2 -#6 2 -*5 - -- #3 m8' 68' - -- - -- - -- TIE BEAM 3rd FLOOR LEVEL CONCRETE BEAM 4 PC SOFFIT SEAM SCHEDULE. (ALL BEAMS Fr_ = 5,000 p51) �Avf =26xfy BEAM MARK TOP BM ELEV. DIMENSIONS REINFORCING T I E 5 PC BEAM DATA T I E 5 WIDTH HEIGHT BOT. TOP 'C" BAR SIZE SPACING m EA. END BALANCE Mu( +) (k -ft) Yu (ki s) 5HR FRICT. REBARS 3PC5-1 +25' -0' 16' 34' - -- 3 -#i 2 -#9 -- - -- - -- 360 100 5 -#6 40 3PCB -2 +25' -0' 16' 34' - -- 3 -#i 2 -*9 -- - -- - -- 130 80 5 -#6 95 3PCB -3 +25' -0' 16' 34' - -- 3 -*l 2 -#9 -- - -- - -- 200 90 5 -#6 90 3PC5-4 +25' -0' 16' 34' - -- 3 -#i - -- -- - -- - -- 100 30 5 -#6 100 3PC5-5 SLOPES 16' 34' - -- 3 -01 - -- -- - -- - -- 140 40 5 -#6 100 3PCB -6 +25' -0' 16' 34' - -- 3 -01 2 -#9 -- - -- - -- 280 80 5 -06 100 3PC5-1 +25' -0' 24' 34' - -- 4 -#8 3 -#9 -- - -- - -- 380 130 6 -01 65 3PC5-8 +25' -0' 24' 34' - -- 4 -08 3 -09 -- - -- - -- 540 115 6 -*1 3PC5-9 +25' -0' 16" 34' - -- 3 -*1 2 -09 -- - -- - -- 210 90 5 -#6 - -- 3PC5-1 +25' -0' 16' 34' - -- 3 -01 2 -#9 -- - -- - -- 100 100 5 -% - -- 3PC5-11 +25' -0' 16" 34" - -- 3 -01 2 -#9 -- - -- - -- 280 100 5 -01 - -- 3PC5-12 +25' -0" 16' 34' - -- 3 -01 - -- -- - -- - -- 90 40 5 -#6 - -- 3PC15 -13 +25' -0' 16' 34' - -- 3 -01 2 -#9 -- - -- - -- 320 100 5 -#6 I - -- 31005-14 +25' -0' 16' 34' - -- 3 -01 2 -09 -- - -- - -- 425 140 6 -#1 31=CB -15 RAMP 16' 34' - -- 3 -#1 - -- -- - -- - -- 410 90 5 -#6 4PC5-16 +35' -8' 16' 42' - -- 3 -01 - -- -- - -- - -- 100 30 5 -#6 C 38 -1 I t +25 -0 . 8 24 2 -#i 2 -#1 - -- #3 6 ' 12 6 12 ' - -- - -- - -- 38 -2 +35' -0' 8" 30' 2 -#1 2 -#fo - -- 03 368' 6 12' - -- - -- - -- 12 "X24" 38 -3 +25' -0' 8' 16' 2 -#6 2 -*5 - -- 03 68" 68' - -- - -- - -- TIE 13EAM 4th- FLOORIEVEL CONCRETE SEAM 4 PC SOFFIT BEAM SCHEDULE. (ALL BEAMS Pc = 5,000 psi) _ Yu 'd'"f - .85xfy BEAM MARK TOP BM ELEV. DIMENSIONS REINFORCING T I E S PC BEAM DATA T I E 5 UJIDTH HEIGHT BOT. TOP ICA V BAR SIZE SPACING 6 EA. END BALANCE Mu( +) (k- ft) Yu (kips) SHR FRICT. REBARS 4PC5-1 +35' -0' 16' 34' - -- 3 -01 2 -#9 -- - -- - -- 360 100 5 -#6 40 4PC5-2 +35' -0' 16' 34' - -- 3 -01 2 -#9 -- - -- - -- 130 80 5 -#6 95 4PCB -3 +35' -0' 16' 34' - -- 3 -*1 2 -#9 -- - -- - -- 200 90 5 -#6 90 4PC5-4 +35' -0' 16' 34' - -- 3 -01 - -- -- - -- - -- 100 30 5 -#6 100 4PC5-5 5LOPE5 16' 34' - -- 3 -01 - -- -- - -- - -- 140 40 5 -#6 100 4PC5-6 +35' -8" 16" 42' - -- 3 -01 2 -*9 -- - -- - -- 280 80 5 -06 100 4PC5-1 +35' -0' 24' 34' - -- 4 -*1 3 -010 -- - -- - -- 550 190 8 -#1 65 4PC5-8 +35' -0' 24' 34' - -- 4 -01 3 -#10 -- - -- - -- 125 240 8 -01 4PC5-9 +35' -0' 16 42' - -- 3 -01 2 -09 -- - -- - -- 210 90 5 -#6 - -- 4PC5-1 +35' -8' 16' 42' - -- 3 -01 2 -09 -- - -- - -- 100 100 5 -*6 - -- 4PC5-11 +35' -8' 16' 42' - -- 3 -01 2 -#9 -- - -- - -- 280 100 5 -#1 - -- 4PC5-12 +35' -8' 16' 42' - -- 3 -01 2 -#9 -- - -- - -- 90 40 5 -#6 - -- 4PC5-13 +35' -8' 16' 34' - -- 3 -01 2 -#9 -- - -- - -- 320 100 5 -06 I - -- 4PC5-14 +35' -5' 16" 42' - -- 3 -#1 2 -#9 -- - -- - -- 425 140 6 -#1 4PCB -15 RAMP 16' 34' - -- 3 -#1 - -- -- - -- - -- 410 90 5 -#6 4PC5-16 +35' -8' 16' 42' - -- 3 -01 - -- -- - -- - -- 100 30 5 -#6 C 2ND FLOOR 48 -1 +35' -0' 8' 24' 2 -*1 2 -01 - -- 03 612' 612' - -- - -- - -- 12 "X24" 48-2 +35' -0' 8' 30' 2 -01 2 -#6 - -- #3 368' 612' - -- - -- - -- a -#9 48-2 +35' -0' 8' 16' 2 -#6 2 -*5 - -- 03 68' 68' - -- - -- - -- TIE BEAM ROOF LEVEL CONCRETE BEAM 4 PC SOFFIT BEAM SCHEDULE. (ALL SEAMS Pic = 5,000 p5 i) q\,f° u- D I MEN BEAM MARK TOP BM ELEY. DIMENSIONS REINFORCING T I E 5 PC BEAM DATA THICK (IN) WIDTH HEIGHT BOT. TOP BAR 51ZE SPACING 6 EA. END BALANCE Mu( +) (k- ft) Yu (kips) SHR FRICT. REBARS RPC5-1 +41' -10' 16' 34' - -- 3 -*1 2 -#9 -- - -- - -- 100 40 5 -#6 RPC5-2 +41' -10' 16" 34" - -- 3 -#1 2 -#9 -- - -- - -- 280 95 5 -06 - -- RPCB -3 +41' -10' 16' 34' - -- 3 -#1 2 -*9 -- - -- - -- 210 90 5 -#6 TYPE RPC5-4 +41' -10' 16' 34" - -- 3 -#1 2 -09 -- - -- - -- 310 100 5 -#6 WALL FTG RPC5-5 +41' -10' 16' 34' - -- 3 -#1 2 -#9 -- - -- - -- 100 100 5 -#6 2 -#5 RPC5-6 41' -10' 16' 34' - -- 3 -01 2 -*9 -- - -- - -- 280 100 5 -#6 F -300 RPC5-1 41' -10' 8' 34' - -- 3 -#1 1 -#9 -- - -- - -- 100 65 5 -#6 5 -05 - -- - -- 10 /� F- 100 -. 1.1 (d ".._ .._..r -1'_0" 18" 1 - 06 1 - 06 - -- - -- F -005 _ TIES R5-1 +41' -10' S" 32' 4 -06• 2 -*6 - -- 03 4612' 616' - -- - -- - - -- (•) IN 2 LAYERS, ADD 2 -*5 6 1/3 4 2/3 HT R5-2 +41' -10' 8' 32' 2 -#6 2 -#6 - -- #3 2612' 616' - -- - -- - -- ADD 2 -*5 6 1/3 4 2/3 HT. R5-3 +41' -10' 8' 32' 2 -#6 2 -#6 - -- #3 610' 610' - -- - -- - -- ASS 2 -*5 6 1/3 4 2/3 HT. R5-4 +41' -10' as 34' 2 -#6 2 -*5 - -- 03 610' 610" - -- - -- - -- ADD 2 -*5 a 1/3 4 2/3 HT. R5-5 41' -10' 8' 30' 1 2 -01 2 -#6 - -- 1 63 1 3612' 1 68' I - -- I - -- - -- F -8x11 V -0" VERT. 10 - #0 8 -#1 8 -#1 S - #6 a - #6 COLUMN 5CHEDULE ROOF D I MEN 5 ION 5_ 50TTOM RE INF. TOP RE INF. REMARK 5 WIDTH (FT) -(IN) LENGTH (FT) -(IN) THICK (IN) LONG WAY 5HORT WAY LONG WAY 5HORT WAY 51ZE 16' - -- 12"x24' 2 -05 - -- - -- - -- MONOLITHIC W /SLAB MF -20 2011 - -- 2411 2 -05 - -- 2 -05 VERT, MONOLITHIC W /5LA5 a -% WF -20 2011 - -- 1211 F'c =4,000 psi TIES - -- - -- 03 e 12' WF -24 2411 - -- 1211 ' 04e40' - -- - -- WALL FTG WF -30 30" - -- TYPE 4 - 06 #5 ,012" C - -- WALL FTG WP-3(o I 3611 - -- 12" 4 -#5 #4 ,012" 4 -05 #4612" WALL FTG 4TH FLOOR TE 1211 - -- 1211 2 -#5 - -- - -- - -- 51ZE F -300 3' -0" 3' -0" 16' 3 -#5 3 -#5 3 -05 3 -05 F'c =5,000 psi VERT. 51 -011 51 -0" 121' S -#5 5 -05 - -- - -- 10 /� F- 100 -. 1.1 (d ".._ .._..r -1'_0" 18" 1 - 06 1 - 06 - -- - -- F -005 _ TIES SI -6y ..- #i, _ F -900 v -0" 221' 9 -#i 3 -r - -- - -- F -1100 111 -011 TYPE 26" 11-01 11 -#1 - -- - -- F -1200 12' -0" 12' -0" 25" 11 - 05 11 -#0 - -- - -- F -1300 13' -0" 3RD FLOOR 30" 12 -#8 12 - #S - -- - -- F -1500 151 -0" 151-0" 3411 12-#9 12-#9 - -- - -- F -1100 11' -0" 11' -O" 30" 51ZE 12"x24" 12'x24' 12'x24" 12'x24' 12'x24" la' -6" 101 -611 4011 18 -#9 18 -09 - -- - -- F -8x11 V -0" VERT. 10 - #0 8 -#1 8 -#1 S - #6 a - #6 Pr_ =5,000 p81 TIE5 #3 -0 12" #3 Q 12" #3 6 12' #3 'Q 12' #3 6 12' TYPE D C C C C 2ND FLOOR 51ZE 12 "X24" 12 "X24' 12"x24" 12"x24" 12"x24' 12'X12 " a "X16' 8"x36" I(o' x 26" 8"X12" VERT. 10 - #10 8 -n a -#9 8 -#1 0 -01 4 -#1 6 - 06 (10) #8 V (a) n V (4) #6V FC =6000 Psi TIE5 #4 6 12' #3 Q 12" #3 6 12' #3 IQ 12' #3 6 12' #3 6 12' #3 6 5" 03 6 8" 03 Q 12' #3 6 a' TOP OF TYPE D C C C C A 5 D C A FOOTING 0 (D-1 (�) ® ® 0 ® 10 - I:-]- A 4 FOOTING 5CHEDULE 10 #3 NAIRPIN- �I 1A2.1 0Ntr, TE E (01_. LLI/ ,'5 VE F 1, T U', J 0f. 11J VF�:T. TIED P) (D.�,. -- L3-#6 VERT. Ccs. *31 D,5 65, O.C. _ *3 TIE5 6 V O.C. FTG. MARK D I MEN 5 ION 5_ 50TTOM RE INF. TOP RE INF. REMARK 5 WIDTH (FT) -(IN) LENGTH (FT) -(IN) THICK (IN) LONG WAY 5HORT WAY LONG WAY 5HORT WAY MF -16 16' - -- 1211 2 -05 - -- - -- - -- MONOLITHIC W /SLAB MF -20 2011 - -- 2411 2 -05 - -- 2 -05 - -- MONOLITHIC W /5LA5 WF -20 2011 - -- 1211 2 -#5 - -- - -- - -- WALL FTG WF -24 2411 - -- 1211 3 -05 04e40' - -- - -- WALL FTG WF -30 30" - -- 24" 4 - 06 #5 ,012" - -- - -- WALL FTG WP-3(o I 3611 - -- 12" 4 -#5 #4 ,012" 4 -05 #4612" WALL FTG TE 1211 - -- 1211 2 -#5 - -- - -- - -- THICKENED EDGE F -300 3' -0" 3' -0" 16' 3 -#5 3 -#5 3 -05 3 -05 F -500 51 -011 51 -0" 121' S -#5 5 -05 - -- - -- F- 100 -. 1.1 (d ".._ .._..r -1'_0" 18" 1 - 06 1 - 06 - -- - -- F -005 _ V -6 SI -6y ..- #i, _ F -900 v -0" 221' 9 -#i 3 -r - -- - -- F -1100 111 -011 I1' -0" 26" 11-01 11 -#1 - -- - -- F -1200 12' -0" 12' -0" 25" 11 - 05 11 -#0 - -- - -- F -1300 13' -0" 13' -0" 30" 12 -#8 12 - #S - -- - -- F -1500 151 -0" 151-0" 3411 12-#9 12-#9 - -- - -- F -1100 11' -0" 11' -O" 30" 16 -#9 16 -#9 - -- - -- F -1806 la' -6" 101 -611 4011 18 -#9 18 -09 - -- - -- F -8x11 V -0" 111 -011 3011 8 -#a 16 -#1 - -- - -- C.:CN�1. _ EAN" - RE INF. NUT `�HCXW FO1? C:L4f?I T Y ACED R.11-L SET OF TIE5 AT COLL11% NE>RMC,'N NSITE TdE eEAI15 I" IAX. bLOPE (OFF vE f I = I:& DOU[3I_F TIE5 AT OFF9FT k3FNT /=.0 TYP. CONCRETE COLUM/5EAM CONNECTION (COL. RE5AR5 AND TIE5 SPACING 2 05LI OR L2 WHICHE R 0.251-2 TOP BARS 15 GREATER + b BOTTOM BARS 'C' BARS (SCHED. W /LI) 'C' BARS (SCHED W /L2) 2' CLR IES 36 BD 3 SPACING SEE BM. SCHEDULE It -1 F_ 6' LI b L2 b L3 MIN. CONCRETE 5EAM DIAGRAM (RILLY CAST IN PLACE) O l OR L2 WHICHEVER 05L2 OR L3 WHICHEVER r,.. . IS C,f;r-ATER + b 15 Cs1REATER + b CONCRETE PC 5EAM DIAGRAM m >~ % 30' ��P��gllll�� I111J0�1II11 08 42' "9 48' "10 56' (111 I v- _iIbV, ';3 T ES F -J 13 5 " of. , -4 -'IV (FT( ..Fc F -001 -) 3V, ) T E5 t5V 4 1 u)ETAIL F i� � , 12" (_).c, GJ C'J- � N;)Z:)12X= fix:) /0 �., --- --, �a 1 -' °( V,''3 "I- EE � I r >1�r al lA F�, 155 0" U (% i5 IS 1) II � �.1._: , �t a IT) V H _T -- "Iv/ (FTC�i T(:.) F 00F) l� �I �r�V,'3 TIFF, Lam\ 1.121 " LU ` C °5V I I-1 C71 12'I -- a ' J ila /,D " 12 " � �M � ICS >rid FI_F�) 5 -' 11V ( ) id F� F r0 F -0 >0F) I0 2rid FLF;) (UncA �- I TO F.'0 F) 5HE,41RW,4L.L #2 (5TJ41RW,4*r WALL) ° 11V (FTC-,r I O F 0( ) 1 (4) k'�6V (2 . EA,'A(::k) 1? 0.C.� `? �] g a 2° C)(_., 5HE,4F,'WALL #1 (ELEV,4TOR SH,4FT UJALL5) ri OLI�)EE) r F� zi GDK J0B #:5h14_d22_�3 G.D. Klieger, Inc. Consulting Structural Engineers 0 1909 Harrison St., Suite 204 EO Hollywood, Florida 33020 -5017 Phone: (954) 923 -2111 EB 0004621 EMAIL: eklieeer ®att.net Design 1k For The Ei1Wiror 0 Atlanta 8 CinG1 Colu buf Fort Lau Knoxville Jacksonville Memphis Richmond d 6030 Holly uit( l°1C31lywOC3d; IF 951,9E FIRM'S S CERT AAP0000y B600077) G.D. Kh( Consulting Stru 1909 Harrison Hollywood, Floi Phone: (95 EMAIL: eklieizer4 GERSHON W-W] (FL. PE #36 4' 4. JAN � SCHEDULES & DETAILS ����111�fllll�lh� ��P��gllll�� I111J0�1II11 l�ulil,�.1 �11d1UV �[�9VllU EL Y K- 12059- S -6.dwg P N0 J C u 29080.00 DATE 12/14/2012