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HomeMy WebLinkAbout56COORDINATE W/ ARCH & ELEVATOR SUPPLIER SHAFTWALL, SEE ARCH COLUMN BEYOND, SEE PLAN g (3) #4 CONT COLUMN BEYOND 3/4"x6"x0'-9" BASE PLATE, T_W/ (2) 3/4" DIA ANHESIVE U) ANCHOR 6" EMBEDMENT 06 #4 x 2'-0" @ 12" O.C. SLAB, 0 SEE PLAN STEEL GRATING (D W-19-4 (3/4"x3/16") WATERSTOP SEE PLAN -- I VERIFY PIT 3/4"x1 1/2" _ T/SLAB �. DEPTH W/ RECESS 2" SHELF ELEVATOR CONTRACTOR I0 I C I LO WATERPROOFING, * SEE ARCH ADD REBAR AROUND OPENINGS AND SUMP PIT • • • • I c> • • • • • EQUAL TO THAT INTERRUPTED BY PENETRATIONS ,r U '�� � � � SUMP PIT: FOOTING BEYOND, r-) #6 @ 12" O.C. EA VERIFY LOCATION AND DIMENSIONS MATCH FOOTING WAY, TOP & ` W/ ELEVATOR CONTRACTOR THICKNESS TO BOTTOM ELEVATOR FOOTING HOLE FOR ELEV EQUIP, UNDISTURBED SUBGRADE THICKNESS VERIFY W/ ELEVATOR CONTRACTOR NOTE: 1. ** VERIFY DIMENSION W/ ELEVATOR CONTRACTOR 7 SLAB, SEE PLAN COLUMN, SEE PLAN — #4x2'-6"@24" O.0 1/2" JOINT FILLER EPDXY ADHERE INTO AROUND COLUMN EXIST SLAB (8" EMBED) NEAT SAWCUT EXIST SLAB SEE PLAN T/FTG (2 p w _ w U LU U) 3" CLR SEE FOOTING SCHEDULE FOR REINFORCING 1—/ V COPYRIGHT Aspen Group, Inc. © 2009 SECTION SCALE: 3/4" = 11-011 SEE PLAN & SCHEDULE FOR BASE PL & ANCHOR BOLTS BLOCK OUT SLAB AT ALL INTERIOR COLUMNS, SEE 2/S-100 MATCH EXIST T/S LAB I 6" COMPACTED AGGREGATE BASE �. X UNDISTURBED SUBGRADE SEE FOOTING SCHEDULE SECTION SCALE: 1/2" = V-011 U COLUMN, SEE PLAN L5x5x5/16 (ROLLED) SLAB, SCREED ANGLE 1/2" JOINT FILLER TYP ALL AROUND SEE PLAN L5x3x5/16 ALL AROUND AROUND COLUMN PLATFORM. SEE PLAN & SCHEDULE FOR BLOCK OUT SLAB AT ALL — - II I0I — - - — - #4 x 2'-0" @ 12" O.C. BASE PL & ANCHOR BOLTS INTERIOR COLUMNS, U rn w o m � LL SEE 2/S-100 m RECESS Qca #4 x 4'-0" W/ 1/2" SLAB, 2'-0" THREADED END @ SEE PLAN _jtz +98'-0" Z-0" O.C. SEE PLAN w LU U T/SLAB— T/SLAB - - - - _ - +99'-4" j REQ'D FOR BAPTISTRY L •_ T/PIER CA - .. 6" COMPACTED I ` � - ;_. -._, .•_ ._ _.-: _ __ AGGREGATE BASE p T/SLAB NOTE: GROUT & SHIMS BY "I SEE 15/S-201 FOR REINF P/C PANEL SUPPLIER PIER, SEE SCHEDULE 1 & INFO NOT SHOWN ANGLE & ANCHORS BY FOR DIM'S & REINF P/C PANEL SUPPLIER Q� #4@12" O.C. EA. Z (HOT DIPPED GALV) WAY CENTERED #4 x S-0" @ 12" O.C. IN SLAB 0 1 r (4) #9 CONT LL M T/GRADE BEAM 2" CLR 1 FIELD VERIFY T/FTG ( o U_ = LU LU U) I • 3" CLR U UNDISTURBED SUBGRADE ALIGN B/FTGS SEE PLAN & SCHEDULE 3'- 6" FOR SIZE AND REINFORCING 2 SLAB, #4 CONT SEE PLAN #4 x 2'-0" @ 12" O.C. 6" COMPACTED T/WALL 1 '1/2" CLR AGGREGATE #4 x S-0" @ 12" O.C. 10" ' (4) #9 CON +95'- 0" T/GRADE BM • 0 M 5 J U M ALIGN — B/FTGS 3'- 6" 7 EX m 7 EX EXIST WALL s FERRULE LOOP INSERT BY PRECASTER 9 3/4" PRECAST WALL PANEL (2) #4 CONT EXIST SLAB BEAD BOARD FILLER --� +95'- 011 "axx x x T/EXIST SLAB LL C? EXIST FNDN WALL & FTG N N #4 CLOSED STIRRUPS @ 12" O.C. +/-6" (FV) A I1 SECTION SCALE: 1/2" = 11-0" #4 CLOSED STIRRUPS @ 12" O.C. SECTION SCALE: 1/2" = V-011 6 SECTION SCALE: 1/2" = 11-0" EXISTING WALL rL SEE PLAN Y T/FTG EXISTING FOOTING 7 EX U T i 1 LIN BE MATCH EXIST SEE PLAN T/SLABm EXISTING WALL SEE PLAN T/FTG .a EXISTING FOOTING rtLIVIV o/r 1 vo 1 LINE 1114" & "9.8" OH SIMS SCALE: 1/4" = 11-011 Q /1LIVI14 U!1 1 VJ 2 SEE ARCH SEE ARCH SLAB, (TYP) SEE PLAN SEE PLAN T/SLAB — - - — 10" MIN Z (TYP) bo #4x 1-6" @ 18" O.C. I iv ELEVATION SCALE: 1/4" = 11-011 #4 CONT SEE ARCH T/SLAB SECTION SCALE: 1/2" = 11-0" 1 S-201 SEE PLAN T/SLAB I i L5x5x5/16 (ROLLED) SLAB, SCREED ANGLE J TYP ALL AROUND SEE PLAN L5x3x5/16 ALL AROUND +100'-0" PLATFORM. BAPTISTRY — -- T/SLAB — - II I0I — - - — - #4 x 2'-0" @ 12" O.C. - - — �� I0I — BAPTISTRY U rn w o m � LL U-0 m RECESS Qca C w 2'-0" _jtz +98'-0" w LU U RECESS SLAB AS T/SLAB - - - - _ - _ j REQ'D FOR BAPTISTRY a� -,z L •_ , CA VERIFY W/ARCH gk t} ._ � _ - ` � - ;_. -._, .•_ ._ _.-: _ __ mo p T/SLAB NOTE: o "I SEE 15/S-201 FOR REINF ;= CD E ,•_'.= & INFO NOT SHOWN CV Q� #4@12" O.C. EA. Z WAY CENTERED IN SLAB 6 SECTION SCALE: 1/2" = 11-0" EXISTING WALL rL SEE PLAN Y T/FTG EXISTING FOOTING 7 EX U T i 1 LIN BE MATCH EXIST SEE PLAN T/SLABm EXISTING WALL SEE PLAN T/FTG .a EXISTING FOOTING rtLIVIV o/r 1 vo 1 LINE 1114" & "9.8" OH SIMS SCALE: 1/4" = 11-011 Q /1LIVI14 U!1 1 VJ 2 SEE ARCH SEE ARCH SLAB, (TYP) SEE PLAN SEE PLAN T/SLAB — - - — 10" MIN Z (TYP) bo #4x 1-6" @ 18" O.C. I iv ELEVATION SCALE: 1/4" = 11-011 #4 CONT SEE ARCH T/SLAB SECTION SCALE: 1/2" = 11-0" 1 S-201 SEE PLAN T/SLAB I i IM... W w80A J DH SHEET: S-202 W w F) � U J z w w of `, }+ U rn w o m � LL U-0 m Q Qca C w 2 _jtz O H w LU U U z j a� -,z O W CA Q o CU � U) 3:� mo p 0 o 0 ;= CD E F- — CV Q� Z �U ow 0 c m p w N 00 O Q v p b Z IM... W w80A J DH SHEET: S-202 W w F) � U J z w w of `, }+ U rn w o m � LL No. �. 870268 �[ O STATE OF \ CNA 0011110 I \\�� —el A", EAL: N 0 O co �v • U LU E O N U FILE NAME: 00 CNO 4-13-10 J DH SHEET: S-202 LEI PROJECT #: 0954 p z w }+ o p U-0 m Q Qca C w U) _jtz O H w LU U LL U z j O W CA Q o CU � U) 3:� p 0 o 0 CV N 0 O co �v • U LU E O N U FILE NAME: DATE: 4-13-10 DRAWN BY: DH SHEET: S-202 LEI PROJECT #: 0954