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12-86 4OF7-0501 2 3 4 5 6 7 8 0 10 11 12 13 14 15 16 17 18 S�MON B C PROPERTY 12' -9" 7' -7' 8' -3" , M # @ " O.C. M 110 0 P ADD'L TOP REINF. NATIONAL CITY CENTER x '- "LG. (�'P•) 1/2" JT.FILLER MATERIAL 1 /2" JT.FILLER MATERIAL COL. BEYOND P.O. BOX 7033 W /SEALANT. TYP. AT WALLS. W /SEALANT. TYP. AT WALLS. INDIANAPOLIS, 636 -1 Il0 46207 - - (317) 636 -1600 SLAB (N.I.C.) WATER PROOFING SLAB (N.I.C.) . N @ O C SEE ARCH. DWG'S. - # +52'=O THE @ " O.C. ' ROOF _ _ - 1 _ - _ ll ll E L # -Tt�T =TI= �5@ 2" O.C. —III —I ; Ii L �j 1=11 -ICI ITI -ITI �OA�ll��� TEMP. REINF. 111111 VERT.& HORIZ. REINF. - 4 COMPANY BM. BEYOND 4' PVC. CONT. 6" WATER STOP. •° 1111 Lincoln Road Mail _ Suite 510 CD Miami Beach, FL. 33139 a (305) 532-0433 CONC. BEAM I K 1� SEE PLAN AND I ° SCHED. FOR SIZE COORDINATE ELEVATOR PIT DEPTH TOP 1& BOTTOM AND REINF. WITH AR C HT. DWG'S AND ELEVATOR EA. WAY' (TYP.) MANUFACTURER. 4TH. FLR. (`_6 SECTION (ELEVATOR NIOBLEE ELEVATOR.) BM. BEYOND 55.10 SCALE:3 /8 " =1' -0" 18.6 J ° J 19 18 7' -8" 10' -5" 1' -9" 0 I ° SLAB REINF.NOT # @ ' 0. C. SHOWN FOR CLARITY, SLAB REINF.NOT � ADD'L TOP REINF. SEE STRUCT. NOTES. SLAB REINF.NOT SE�WSTRUOCT. NOTES.' LAB REINF.NOT A SHOWN FOR CLARITY, x LG. SHOWN FOR CLARITY, I EE STRUCT. NOTES. (TYP.) (TYP.) #4@ 10" SEE STRUCT. NOTES. I 0 ( P.) SEE PLAN FOR SLAB TOP REINF. # @ " O.C. # @ O.C. REINF. U.N.O. EA. WAY. TOP REINF. ADD'L TOP REINF. �+ +32' -0" +32' -0" +32' -0" (TYP.) ~ ' 3RD. FLR. 3RD. FLR. ° • ' ° ° 3RD. FLR. BM. BEYOND BM. BEYOND BM. BEYOND x H SEE PLAN FOR SLAB SEE PLAN FOR H O DBL —TEE DBL —TEE DBL —TEE SLAB REINF. U.N.O. DBL —TEE CONC.COL. SEE PLAN. SEE PLAN. REINF. U.N.O. BEYOND DBL TEE SOFFIT BM.BEYOND SEE PLAN. - K SEE PLAN. ELB (ELEVATOR BEAMS) SEE GENERAL NOTES SEE SCHED. SOFFIT BEAM BEYOND ON SHT. S8.01 FOR REINF. SEE SCHED. FOR REINF. 8"X8" CONC. CONC. BEAM LINTEL. SEE PLAN AND 8" CMU. - CONC. COL. CONC. COL. SCHED. FOR SIZE CONC. COL. (TYP.) zo AND REINF. BEYOND BEYOND (TYP) BEYOND Vr 8 "X8" CONC. LINTEL BM. (TYP.) LINTEL BM. (TYP.) LINTEL. SEE GENERAL NOTES SEE GENERAL NOTES ON SHT. S8.01 ON SHT. S8.01 L -4" x4" x3/8" CONT. - L -4" x4" x3/8" CONT. L -4" x4" x3/8" CONT. CD CD CD W/1 /2 "DIA. A.B.. W/1 /2" DIA. A.B.. W/1 /2" DIA. A.B.. L 4'x4;'x3/8" CONT. @ 24" O.C. TOP REINF. @ 24" O.C. @ 24" O.C. /1 /,2 DIA. A.B.. (TYP.) SEE LAN.(TYP.) (TYP.) (TYP.) F 24 O.C. 171 F ALVAREZ AND + 16 —0" +161-0" � + 16'— 0" 1 PART�TIERS • 2ND. FLR. .� 2ND. FLR. 2ND. FLR. ° O O a ARCHITECTURE - ENGINEERING BM. BEYOND BM. BEYOND BM. BEYOND PLANNING •INTERIOR DHSIGN CV CV .. N cV a 5960 S.W. 57TH AVE. "ELB "(ELEVATOR BEAMS) MIAMI, FLORIDA 33143 o ��������� �������� ��������� TEL (305) 666 -5474 SEE GENERAL NOTES "ELB "(ELEVATOR BEAMS) "ELB"(ELEVATOR BEAMS FAX (305) 666 -4994 "ELT (ELEVATOR BEAMS) ON SHT. S8.01 SEE GENERAL NOTES SEE GENERAL NOTES DBL -TEE SEE GENERAL NOTES DBL -TEE E AA 0002416 ON SHT. S8.01 ° SOFFIT BM.BEYOND ON SHT. S8.01 SEE PLAN. ON SHT. S8.01 EB 0002354 SEE SCHED. 8"X8" CONC. 8 (TYP.) FOR REINF. SOFFIT BEAM BEYOND EUGENIO M. SANTIAGO, P.E. CONC. WALL CONC. BLOCK LINTEL. BEYOND WALL BEYOND. SEE SCHED. FOR REINF. EGISTERED ENGINEER (CIVIL /STRUCT. CONC. BLOCK FL. REG. N0. 19673 WALL BEYOND. LINTEL BM. (TYP.) o LINTEL BM. (TYP.) o N o c`',- - .., zo SEE GENERAL NOTES SEE GENERAL NOTES ��� � -- � 00 ON SHT. S8.01 ON SHT. S8.01 J CONC. COL. ~_ ELEVATOR "B -1" ELEVATOR "B -3" `� •' BEYOND ELEVATOR C -2 . ELEVATOR "C -1" CONC. WALL BEYOND - 1 /2" JT.FILLER MATERIAL 1/2" JT.FILLER MATERIAL 1/2" JT.FILLER MATERIAL 1/2" JT.FILLER MATERIAL . o ISSUE DATE 1111 W /SEALANT. TYP. AT WALLS. W /SEALANT. TYP. AT WALLS. _2,_0» W /SEALANT. TYP. T WALLS. W /SEALANT. TYP. AT WAL S. . W.W.F. SEE PLAN. W.W.F. SEE PLAN. SLAB (N.I.C.) T.o.Frc. WATER PROOFING W.W.F. SEE PLAN. WATER PROOFING : ° REVISION DATE SEE B -S 02 SEE ARCH. DWG'S. SEE ARCH. DWG'S. -� 08 -07 -96 SEE PLAN SEE PLAN +0' -0" PRICING DOC. _ GROUND. FLR. — — — — — — GROUND. FLR. _ ° - - - - GROUND. FLR. 12 -10 -96 #5@12" O.C. = - - - - - - - - �_ _ - - - 5@ 12 O.C. - =111 =T - -' -1 1 =J1=1 I - I I-il Imo- ° - 11, =1 I 1 -111= =1 I -I I I'- -' TC I- 111- # - 1= 11111 VERT.& HORIZ. III �i1 -1 VAPOR BARRIER. ITIU -Ii1 8 CONC. WALL 41 Ii1 ih I- 111 =111 Lei -1�1- &14 I Iil =lil #5 @12 O.C. In= 1il, -i1 =111 _ 11!IiI REINF. �i1 =' VAPOR BARRIER. =1�1 -1ir= =111 -n1- • �i1� - VERT.& HORIZ III= 8 01 14 97 1�- -1�1 W/ #5 @12 EA.WAY 111- -ID 111- -=1T VERT.& HORIZ.- VAPOR BARRIER. -11I REINF. - °. 2 "x4 "SHEAR KEY CENTERED. (TYP.) REINF. o _ z " " „ „ ° a 8" 9' -1" 8" •' -s 2" X4" SHEAR KEY WAY - W /4" PVC WATER STOP o 6" 8" 6 -3 8 6 6 ° 8" 9 -1 8 6' ' ° , . I ° ° " „ „ w W/4 PVC. WATER STOP • ° 2,_g „• • . ; 2X4 SHEAR KEY WAY - _4'-0” * _4, -O„ * N _4' -0" * W /4" PVC. WATER STOP ° - CL CL B o ; • ° : • T.O.ELEV. PIT o , - T.O.ELEV. PIT • • ° . ° . , °• - 1 T.O.ELEV. PIT o WATER PROOFING #7 @12" O.C. SEE ARCH. DWG'S. 1 WATER PROOFING CADD FILE NAME TOP & BOTTOM SEE SHT.S6.03 2" X4" SHEAR KEY WAY WATER PROOFING 1 ° • SEE FTG. SCHED. SEE ARCH. DWG'S. SEE ARCH. DWG'S. FOR REINF. © S510 -RT SUMP PUMP EA. WAY. FOR FTG. REINF. W/4 PVC. WATER STOP AND SIZE. DRAWING TITLE PIT BEYOND. SEE SECT.12 /S4.03 SEE SHT.S6.03 © ELEVATOR SECTIONS 2 SECTION FOR FTG. REINF. 4 SECTION 1 SECT S5.10 SCALE:3 /8 " =1' -0" S5.10 SCALE:3 /8 " =1' -0" SHEET NUMBER A A S5.10 SCALE:3 /8 " =1' -0" �3SECTION 55.10 SCALE:3 /8 " =1' -0" S5.10 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 OF