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HomeMy WebLinkAbout05050050.20PILASTER (BEYOND) FOR FIG ABOVE SECTION SCALE: Y4" = 1' -0" 1' -4" PILASTER BEYOND PILASTER BEYOND DOWELS TO MATCH DOWELS TO MATCH WALL REINF CONIC SLAB WALL REINF CONIC SLAB e _ PERIMETER DRAIN — SEE T SLAB PERIMETER DRAIN — SEE T /SLAB CIVIL DWGS —(SEE PLAN) CIVIL DWGS I —(SEE PLAN 1 I •� T G OL T G gL -(SEE PLAN) -(SEE PLAN) CONC WALL FTG (WF) CONC WALL FTG (WF) SECTION 9 SECTION Jelo 5 1i "0 A36 ROD w/ HILT1 HIT SCALE: No = 1' -0" 8404 SCALE: -Y4" = 1' -0" S4n4 VENEER - SEE ARCH HY20 EPDXY ® 6' -0" OC PLUG CORE 12' AND GROUT 12 2 SOLID AT ANCHOR ROD 1' -0" F EXIST FND WALL 1' -0' F 1ST FND WALL 4" SOLID CMUI� 8" EDGE OF SLABS — SEE ARCH 8" EDGE OF SLAB VENEER —SEE ARCH I L. N " T W & HC BRG u i--- - - - - -- X1 O A36 ROD w /HILTI HIT X1 O A36 ROD w /HILTI HIT " - - - -- » 4 SOLID CMU 4 SOLID CMU HY20 EPDXY ®6 -0 OC HY20 EPDXY ®6 -0 OC I +(SEE PLAN) I �. I " FILL w/ 3,000 PSI CONCRETE TO I (4) #3 CONT w/ #3 TIES ® 12 OC " GROUT CORE SOUD GROUT CORE SOLID DOVETAIL SLOTS ® I �HC SLAB EXISTING SLAB I FILL w/ 3,000 PSI CONCRETE TO 2'-0" OC (2) #4 CONT EXISTING SLAB L3x3xY CONT w/ % "x4" HS ® 2' -0" OC. � N T/EX SLABS TAX SLABS, HC SLAB MFR TO PROVIDE 6" WIDE +(VARIES EMBED TO ANGLE w/ 6 "A; FILLET (TYP) HC SLAB d +(VARIES HC SLAB ,,. ) n I l CONIC WALL (CW) T W & HC BRG ll° " T STL & HC BRG T/LEDGE I �. / e / • —(SEE PLAN) , EXISTING HC SLABS —(SEE PLAN) 1 11 EXISTING HC SLABS —(SEE PLAN) DOWELS TO MA WALL REINF PERIMETER DRAIN — CIVIL DWGS SECTION I 6" BEAM I ° N 1 . #4x F0, ®2' -0' OC ° I I 1 BEAM w/ X1 x4 HS L3x3xY CONT w/ Vx4" HS ® 2' -0" OC. HC SLAB MFR TO PROVIDE 6" WIDE ° i i ii 2' -0" OC HC SLAB MFR TO PROVIDE 6" WIDE 0 1 4 0 i INFILL EXISTING BRICK EMBED TO ANGLE w/ 6 "xY" FILLET (TYP) ° i i 1 EMBED TO ANGLE w/ 6 "xY" FILLET (TYP) 1. .. '° I = J� = T G 4 LEDGE w/ CONC I I EXISTING BEAM TO BE '� I I REMOVED - (MATCH EXISTING) a i '. COLUMN---" I I T P —(SEE PLAN) WT5x22.5 STANDOFF CONC WALL FTG (WF) I I PIER TAX LEDGE 10' Y4 TG & T/PILASTER - (MATCH EXIST) SCALE: -Y4" = 1' -0" 8404 N I- 1 78 �,' 1X1" CLR f CONC PIER TYP - .l. - -- _I - - -- - CONC WALL (CW), LIMIT OF PIER (ABOVE), REINF AS (CWI6) FORM TIES AS SQUARE COL • SEE 6/S402 FOR INTERSECTION REINF \—conc wau (CW) OFFSET PIER REINFORCING DETAIL SCALE: -Y4" = 1' -0" CC T /SLAB `r -(SEE PLAN) �. T/F -(SEE PLAN) #5x1' -8" ® 12" USE HILTI HVA CARTRIDGE TO I TO EXISTING SLR COAT.. ...,.�.� „��. SECTION EXIST BLDG SCALE: -Y4" = 1' -0" _ I CONC WALL (CW) I 'XISTING CONC SLAB 1X1" CLR c TYP 00 I a LIMIT OF PIER (ABOVE),----- ABOVE), �- FORM TIES AS SQUARE NOTES: COL 1. TYPICAL P2020 SHOWN. 1' -2" 2. WHERE PIER IS EXTENDED FROM WALL SE 15/8404 FOR REINFORCING TIE INT.O WALL PIER REINFORCING DETAIL NOTE: SEE ARCH FOR MEMBRANE DETAILS SCALE: -Y4" = 1' -0" CONC T /SLAB —(SEE PLAN) _,&,T/F (BEYOND) —(SEE PLAN) CONC SLAB 1' -4" Nz"0 A36 ROD w/ HILT] HIT HY20 EPDXY ® 6' -0' OC 1' -4" HY20 EPDXY ® 6' -0" OC 2' -0" 4" SOLID CMU SOLD A°TRANCHORNRODROUT #4 OC PLUG CORE 12" AND GROUT CONC SIDEWALK — SEE CIVIL VO A36 ROD w/ HILT] HIT ,t,T /W & HC BRG ------ -- +(SEE PLAN) I = (3) #6 CONT w/ #3 TIE -1- - 8" HC SLAB ® 12" OC, 4" BELOW TOP OF PIER 11/S404 L3x3xY CONT w/ 36 "x4" HS I�, HC SLAB MFR TO PROVIDE _ ® ply EMBED TO ANGLE w/ 6 "xA" HY20 EPDXY ® 6' -0" OC (3) #6 CONT w/ #3 TIE ' I - 8" ® 12" OC, 4" BELOW TOP . L3x3xY CONT w/ %'x4' HS Xz "O A36 ROD w/ HILT] HIT PILASTER BEYOND 2' -0" OC. HC SLAB MFR TO #4x1' -10" ® 12' OC, PROVIDE 6' WIDE EMBED TO EPDXY EMBED 4" • Xt "O A36 ROD w/ HILTI HIT VENEER - SEE ARCH #4 x r, 012" OC ' EPDXY EMBED 4" (3) #6 CONT w/ #3 TIE 012" OC, 4' BELOW TOP CONIC WASH OF PIER • CONIC TOPPING HY20 EPDXY ® 6' -0" OC Wr T /SLAB 1 -(SEE PLAN) HC BRG ---------- - - - - -- ----- L -------- ot I -(SEE PLAN) �' N 1 LOW DENSITY 1 HY20 EPDXY ® 6' -0" OC STYROFOAM HC SLAB 4" CV • • CONC WALL (CW) L3x3xY CONT w/ 36 "x4' HS ® 2' -0" OC. ® 12' OC, VENEER -SEE ARCH ' EMBED TO ANGLE w/ 6 "xY" FILLET (TYP) ' 14/S404 WALL REINF VENEER -SEE ARC OC — EPDXY EMBED 4" • (3) 06 CONT w/ #3 TIE 2P -ON 4" SOLID CMU CONC WASH OF PIER PLUG CORE 12" AND GROUT 29_0" SOLID AT ANCHOR ROD 4" SOLID CMU a CONC TOPPING PLUG CORE 12' AND GROUT 2� -O° 4" SOLID CM • -(SEE PLAN) •11 --- - - - - -' ---- -- --------t-------- otHC BRIG PLUG CORE 12" AND GROUT #4x ° N ®2' -0" OC L i 19 #4x ° a N ®2' -0" OC 8' 4° SOLID AT ANCHOR ROD #4x ° .. a. a N 8 2' -0' OC HC SLAB MFR TO PROVIDE 6" WIDE • EMBED TO ANGLE w/ 6 "xY" FILLET (TYP) SOLID AT ANCHOR ROD . .a. .. '. a. . , ' 61 14/S404 A 0 PIER CONC SIDEWALK — SEE CIVIL 77 '. . 11 ..' xxxxx .� CONIC SIDEWALK — SEE CIVIL CONC SIDEWALK — SEE CIVIL ------------------ hT /W & HC BRG — s�- —= ---- -_ - - -- �T /W & HC BRG — �_� -= 1------------ - - - - -- �,T /W & HC BRG ' +(SEE PLAN) �� +(SEE PLAN) � �. I +(SEE PLAN) DOVETAIL SLOTS ® HC SLAB 2' -0" OC (� SIM 4' L3x3xY CONT w/ % "x4" HS ® 2' -0" OC. 11/S404 ° 4 L3x3xY CONT w/ 36'x4" HS ® 2' -0" OC. w LEDGES 11/S404 I 4 L3x3xY CONT w/ )"x4" HS ® 2' -0" OC. HC SLAB MFR TO PROVIDE 6" WIDE HC SLAB MFR TO PROVIDE 6' WIDE I HC SLAB MFR TO PROVIDE 6' WIDE EMBED TO ANGLE w/ 6 °xY° FILLET (TYP) ® PIER EMBED TO ANGLE w/ 6'xY' FILLET (TYP) ®ritK 4» i i 1�_O» it EMBED TO ANGLE w/ 6 "xY" FILLET (TYP) SEE 9/S407 ® SIM �T /LEDGE (® SIM SECTION) ' -(SEE PLAN) CONIC WALL (CW) 1 CONIC WALL (CW) a � °O x 2' -0° LONG COIL ROD ® 2' -0" OC g" a Yi "O x 2' -0" LONG COIL ROD ® 2' -0" OC • CONIC SLAB a CONC TOPPING CL CONIC TOPPING T /SLABS 1x1 "0 x 6" LONG W N T SLAB / WO x 6' LONG W T SLAB —(SEE PLAN) COIL "INSERT 0 r —(SEE PLAN) COIL INSERT 0 —(SEE PLAN) 2 —0 OC 2' -0" OC .. -------------- - - - - -- ------------------ T FTG 7- 1 - (MATCH EXISTING) T STL & HC BRG :.. -- - - - -- -------------- - - - - -- T STL & HC BRG ------------------- -(SEE PLAN) -(SEE PLAN) DOWELS TO MATCH WALL REINF I CONC WALL FIG (WF) GROUT SOLID w/ HC SLAB GROUT SOLID w/ TOPPING HC SLAB MFR TO PROVIDE 6' WIDE TOPPING = ,. HC SLAB PERIMETER DRAIN -SEE EMBED TO ANGLE w/ 6 "xY' FILLET (TYP) i HC SLAB MFR TO PROVIDE 6" WIDE CIVIL DWGS T AMP SLAB 4 ' ; •� :a '. a :� EMBED TO ANGLE w/ 6 "xY" FILLET (TYP) ® SIM ( —SL) ` . : B /FTG & T/PILASTER r ;.. °. ;• <• • BEAM CONC WALL (CW) •�' Al BEAM — (MATCH EXIST) PILASTER (BEYOND) FOR FIG ABOVE SECTION SCALE: Y4" = 1' -0" 1' -4" PILASTER BEYOND PILASTER BEYOND DOWELS TO MATCH DOWELS TO MATCH WALL REINF CONIC SLAB WALL REINF CONIC SLAB e _ PERIMETER DRAIN — SEE T SLAB PERIMETER DRAIN — SEE T /SLAB CIVIL DWGS —(SEE PLAN) CIVIL DWGS I —(SEE PLAN 1 I •� T G OL T G gL -(SEE PLAN) -(SEE PLAN) CONC WALL FTG (WF) CONC WALL FTG (WF) SECTION 9 SECTION Jelo 5 1i "0 A36 ROD w/ HILT1 HIT SCALE: No = 1' -0" 8404 SCALE: -Y4" = 1' -0" S4n4 VENEER - SEE ARCH HY20 EPDXY ® 6' -0" OC PLUG CORE 12' AND GROUT 12 2 SOLID AT ANCHOR ROD 1' -0" F EXIST FND WALL 1' -0' F 1ST FND WALL 4" SOLID CMUI� 8" EDGE OF SLABS — SEE ARCH 8" EDGE OF SLAB VENEER —SEE ARCH I L. N " T W & HC BRG u i--- - - - - -- X1 O A36 ROD w /HILTI HIT X1 O A36 ROD w /HILTI HIT " - - - -- » 4 SOLID CMU 4 SOLID CMU HY20 EPDXY ®6 -0 OC HY20 EPDXY ®6 -0 OC I +(SEE PLAN) I �. I " FILL w/ 3,000 PSI CONCRETE TO I (4) #3 CONT w/ #3 TIES ® 12 OC " GROUT CORE SOUD GROUT CORE SOLID DOVETAIL SLOTS ® I �HC SLAB EXISTING SLAB I FILL w/ 3,000 PSI CONCRETE TO 2'-0" OC (2) #4 CONT EXISTING SLAB L3x3xY CONT w/ % "x4" HS ® 2' -0" OC. � N T/EX SLABS TAX SLABS, HC SLAB MFR TO PROVIDE 6" WIDE +(VARIES EMBED TO ANGLE w/ 6 "A; FILLET (TYP) HC SLAB d +(VARIES HC SLAB ,,. ) n I l CONIC WALL (CW) T W & HC BRG ll° " T STL & HC BRG T/LEDGE I �. / e / • —(SEE PLAN) , EXISTING HC SLABS —(SEE PLAN) 1 11 EXISTING HC SLABS —(SEE PLAN) DOWELS TO MA WALL REINF PERIMETER DRAIN — CIVIL DWGS SECTION I 6" BEAM I ° N 1 . #4x F0, ®2' -0' OC ° I I 1 BEAM w/ X1 x4 HS L3x3xY CONT w/ Vx4" HS ® 2' -0" OC. HC SLAB MFR TO PROVIDE 6" WIDE ° i i ii 2' -0" OC HC SLAB MFR TO PROVIDE 6" WIDE 0 1 4 0 i INFILL EXISTING BRICK EMBED TO ANGLE w/ 6 "xY" FILLET (TYP) ° i i 1 EMBED TO ANGLE w/ 6 "xY" FILLET (TYP) 1. .. '° I = J� = T G 4 LEDGE w/ CONC I I EXISTING BEAM TO BE '� I I REMOVED - (MATCH EXISTING) a i '. COLUMN---" I I T P —(SEE PLAN) WT5x22.5 STANDOFF CONC WALL FTG (WF) I I PIER TAX LEDGE 10' Y4 TG & T/PILASTER - (MATCH EXIST) SCALE: -Y4" = 1' -0" 8404 N I- 1 78 �,' 1X1" CLR f CONC PIER TYP - .l. - -- _I - - -- - CONC WALL (CW), LIMIT OF PIER (ABOVE), REINF AS (CWI6) FORM TIES AS SQUARE COL • SEE 6/S402 FOR INTERSECTION REINF \—conc wau (CW) OFFSET PIER REINFORCING DETAIL SCALE: -Y4" = 1' -0" CC T /SLAB `r -(SEE PLAN) �. T/F -(SEE PLAN) #5x1' -8" ® 12" USE HILTI HVA CARTRIDGE TO I TO EXISTING SLR COAT.. ...,.�.� „��. SECTION EXIST BLDG SCALE: -Y4" = 1' -0" _ I CONC WALL (CW) I 'XISTING CONC SLAB 1X1" CLR c TYP 00 I a LIMIT OF PIER (ABOVE),----- ABOVE), �- FORM TIES AS SQUARE NOTES: COL 1. TYPICAL P2020 SHOWN. 1' -2" 2. WHERE PIER IS EXTENDED FROM WALL SE 15/8404 FOR REINFORCING TIE INT.O WALL PIER REINFORCING DETAIL NOTE: SEE ARCH FOR MEMBRANE DETAILS SCALE: -Y4" = 1' -0" CONC T /SLAB —(SEE PLAN) _,&,T/F (BEYOND) —(SEE PLAN) CONC SLAB 1' -4" )!N A36 ROD w/ HILTI HIT Nz"0 A36 ROD w/ HILT] HIT HY20 EPDXY ® 6' -0' OC VENEER - SEE ARCH HY20 EPDXY ® 6' -0" OC PLUG 12" 2' -0" 4" SOLID CMU SOLD A°TRANCHORNRODROUT #4 OC PLUG CORE 12" AND GROUT CONC SIDEWALK — SEE CIVIL Yxxxxxx ,t,T /W & HC BRG ------ -- +(SEE PLAN) I = (3) #6 CONT w/ #3 TIE -1- - 8" HC SLAB ® 12" OC, 4" BELOW TOP OF PIER 11/S404 L3x3xY CONT w/ 36 "x4" HS I�, HC SLAB MFR TO PROVIDE _ ® ply EMBED TO ANGLE w/ 6 "xA" (3) #6 CONT w/ #3 TIE ' I - 8" ® 12" OC, 4" BELOW TOP . L3x3xY CONT w/ %'x4' HS PILASTER BEYOND 2' -0" OC. HC SLAB MFR TO #4x1' -10" ® 12' OC, PROVIDE 6' WIDE EMBED TO EPDXY EMBED 4" • 1' -6' #4 x r, 012" OC ' EPDXY EMBED 4" (3) #6 CONT w/ #3 TIE 012" OC, 4' BELOW TOP CONIC WASH OF PIER • CONIC TOPPING • Wr T /SLAB 1 -(SEE PLAN) HC BRG ---------- - - - - -- ----- L -------- ot I -(SEE PLAN) �' N 1 LOW DENSITY 1 • 108' STYROFOAM HC SLAB 4" CV • • CONC WALL (CW) L3x3xY CONT w/ 36 "x4' HS ® 2' -0" OC. ® 12' OC, HC SLAB MFR TO PROVIDE 6" WIDE ' EMBED TO ANGLE w/ 6 "xY" FILLET (TYP) ' 14/S404 WALL REINF ® 1' -4" DOWELS TO MATCH DOWELS TO MATCH WALL REINF CONC SLAB WALL REINF CONC SLAB PERIMETER DRAIN - SEE T SLAB PERIMETER DRAIN - SEE T SLAB CIVIL DWGS -(SEE PLAN) CIVIL DWGS I -(SEE PLAN) • T FTG T/FTGOL -(SEE PLAN) -(SEE PLAN) CONIC WALL FTG (WF) CONC WALL FTG (WF) • • • • • • • • SECTION SECTION ri SCALE: -Y4" = 1' -0" VENEER - SEE ARCH 4" SOLID CMU 2' - 0" CONC SLAB #4 x ° 0 2' -0" OC 7N r,T /SLAB +(SEE PLAN) CONC SIDEWALK - SEE CIVIL r,T/W & HC BRG +(SEE PLAN) FTG AND CONC WALL (BEYOND) 1' -4" VO A36 ROD w /HILTI HIT HY20 EPDXY ® 6' -0" OC GROUT CORE SOLID W0000 I 4" 4" 8" L304 CONT w/ 36'x4" HS 0 2' -0" OC. HC SLAB MFR TO PROVIDE 6" WIDE • EMBED TO ANGLE w/ 6 "xY" FILLET (TYP) SCALE: 3'4" y NOTE: 2' -Q" SEE ARCH FOR �g /FTG & T/PILASTER MEMBRANE DETAILS +(SEE PLAN) CONC TOP ING LRAISED CONIC TOPPING Yi "� x 6" LONG h "O x, 2' -0" LONG SECTION ( EXIST GARAGE OPNG 6 2olo "'NOSCRT COIL R °° ®z' - °" °° a. SCALE: Y4" = 1' -0" �O4 .1 GROUT SOLID w/ TOPPING 1h" EXP JT MAT°L CONIC 5 CONT 1" 0000 C TOPPING CONC SLAB T /STL & HC BRG ,LT /SLAB —(SEE PLAN) —(SEE PLAN) 4` o S OFOAM FILLER ° HC SLAB O 00000 a PILASTER (BEYOND) . ° hHC BRG T W —(SEE PLAN) +(SEE PLAN) • CONIC WALL (CW)-1-10" CW) VENEER — SEE ARCH 1' -4" VO A36 ROD w /HILTT HIT HY20 EPDXY ® 6' -0" OC GROUT CORE SOLID All/ ..... 4' SOLID CMU aI u 1iT /W & HC BRG +(SEE PLAN) ,a 1 - -I- VENEER - SEE ARCH - 8= I I DOVETAIL SLOTS 0-----_ ; • , 2' -0' OC I I NOTE: SEE ARCH FOR STAIR OR RAMP WALL DIMENSIONS AND SLAB ELEVATIONS I TAEDGE -(SEE PLAN) ' 0000 L3x3xy CONT w/ 367x4' HS ® 2' -0" OC. HC SLAB MFR TO PROVIDE 6' WIDE EMBED TO ANGLE w/ 6 "xY" FILLET (TYP) CL 4" 1' -0" 2' -0" CONC TOPING [RAISED CONC TOPPING C. N 1 ' "0 x 2' -0' LONG COIL ROD ® 2' -0" OC 4 ° .• . yam. � .� . sp P a COIL OOOOO COIL INSERT ® • 2' -0" OC 1" STYROFOAM FILLER GROUT SOLID w/ --- . H TOPPING C SLAB d CONC WALL (CW) ' PEDCOR DESIGN GROUP Architecture / Project Managment: 335 Ridgepoint Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) Engineer: C. Rodney McComas r% -7 r% r = srwucn■u DMW roRDW DOM HAnowu car�urnrrrs 1717 Eat 116M Wook Sit° 100 cwn-4 am 317 - -Ja0 -1310? ....mxamawq.wm 317- 511112-0706 Fm Developer: P E D C O R DEVELOPMENT CO. U) Project: 0 I■■I■■I O 06 Ica O Z ■ RRRRRRRR■ W L C _ U U LL �/ U 0- Issue Date Drawn By Checked By 02/28/05 nJh JR11 Revisions: HC SLAB • " " BEAM L3x3x 4 CONT w/ 36'x4' HS ® 2' -0' OC. 6 2 -0 HC SLAB MFR TO PROVIDE 6" WIDE #4x 1 ®2' -0" OC MEI Project Number: EMBED TO ANGLE w/ 6 "xY" FILLET (TYP) PILASTER BEYOND PILASTER BEYOND CONC WALL (CW) DOWELS TO MATCH DOWELS TO MATCH 24187 SECTION WALL REINF CONC SLAB WALL REINF CONC SLAB SCALE: Y4" = 1' -0" CONT 8404 CONC TOPPING h" EXP JT MAT'L CONIC SLAB T SLAB —(SEE PLAN) a • oLHC BRG ------------- - - - - -- T W —(SEE PLAN) \ R +(SEE PLAN) HC SLAB 2' -0' L3x3xY CONT w/ % "x4" HS ® 2' -0" OC, 6" 77 " HC SLAB MFR TO PROVIDE 6" WIDE #4x®2 -0 OC EMBED TO ANGLE w/ 6 "xY" FILLET (TYP) CONIC WALL (CW) SECTION � SCALE: Y4" = 1' -0" SLAB A. PERIMETER DRAIN -SEE T SLAB Sheet Title: -(SEE PLAN)"/ CIVIL DWGS , -(SEE PLAN) SECTIONS • T FTG T FTG AND DETAILS -(SEE PLAN)F -(SEE PLAN) CONC WALL FTG (WF) CONC WALL FTG (WF) Sheet Number: . . . . . . . . . . . . . . . . SECTION SCALE: No = 1' -0" SECTION SCALE: Y4" = 1' -0" 04 Z ���L� Nz"0 A36 ROD w/ HILT] HIT HY20 EPDXY ® 6' -0" OC VENEER - SEE ARCH PLUG CORE 12" AND GROUT SOLID AT ANCHOR ROD 4' SOLID CMU :... I I.. . .. . . T & HC BRG -i� ---- L--- - - - - -- +(SEE PLAN) � �• I�, I - -� HC SLAB (3) #6 CONT w/ #3 TIE ' I - 8" ® 12" OC, 4" BELOW TOP . L3x3xY CONT w/ %'x4' HS OF PIER 11 5404 I 2' -0" OC. HC SLAB MFR TO PROVIDE 6' WIDE EMBED TO _ 0 PIER ANGLE w/ 6 "xY' FILLET (TYP) DOVETAIL SLOTS ® ' 2' -0' OC T JILEDGE 1 1pr —(SEE PLAN) • CL —J J ° 4" 1 11 1' PILASTER BEYOND -0" CV • • • #4x1' -10" ® 12' OC, CONIC WALL (CW), SEE EPDXY EMBED 4' SCHEDULE FOR TYP 1' -6' WALL REINF #4x i-1 ®12' OC — EPDXY EMBED 4" • (3) 06 CONT w/ #3 TIE ® 12" OC, 4" BELOW TOP CONC WASH OF PIER • a CONC TOPPING T /SLAB • -(SEE PLAN) •11 --- - - - - -' ---- -- --------t-------- otHC BRIG ---------- - - - - -- - — "--------1-------- -(SEE PLAN) L i 19 • 1" LOW DENSITY STYROFOAM ; HC SLAB 8' 4° CONC WALL (CW) 00 CONT w/ % "x4" HS 0 2' -0' OC. HC SLAB MFR TO PROVIDE 6" WIDE • EMBED TO ANGLE w/ 6 "xY" FILLET (TYP) ' 61 14/S404 A 0 PIER DOWELS TO MATCH DOWELS TO MATCH WALL REINF CONC SLAB WALL REINF CONC SLAB PERIMETER DRAIN - SEE T SLAB PERIMETER DRAIN - SEE T SLAB CIVIL DWGS -(SEE PLAN) CIVIL DWGS I -(SEE PLAN) • T FTG T/FTGOL -(SEE PLAN) -(SEE PLAN) CONIC WALL FTG (WF) CONC WALL FTG (WF) • • • • • • • • SECTION SECTION ri SCALE: -Y4" = 1' -0" VENEER - SEE ARCH 4" SOLID CMU 2' - 0" CONC SLAB #4 x ° 0 2' -0" OC 7N r,T /SLAB +(SEE PLAN) CONC SIDEWALK - SEE CIVIL r,T/W & HC BRG +(SEE PLAN) FTG AND CONC WALL (BEYOND) 1' -4" VO A36 ROD w /HILTI HIT HY20 EPDXY ® 6' -0" OC GROUT CORE SOLID W0000 I 4" 4" 8" L304 CONT w/ 36'x4" HS 0 2' -0" OC. HC SLAB MFR TO PROVIDE 6" WIDE • EMBED TO ANGLE w/ 6 "xY" FILLET (TYP) SCALE: 3'4" y NOTE: 2' -Q" SEE ARCH FOR �g /FTG & T/PILASTER MEMBRANE DETAILS +(SEE PLAN) CONC TOP ING LRAISED CONIC TOPPING Yi "� x 6" LONG h "O x, 2' -0" LONG SECTION ( EXIST GARAGE OPNG 6 2olo "'NOSCRT COIL R °° ®z' - °" °° a. SCALE: Y4" = 1' -0" �O4 .1 GROUT SOLID w/ TOPPING 1h" EXP JT MAT°L CONIC 5 CONT 1" 0000 C TOPPING CONC SLAB T /STL & HC BRG ,LT /SLAB —(SEE PLAN) —(SEE PLAN) 4` o S OFOAM FILLER ° HC SLAB O 00000 a PILASTER (BEYOND) . ° hHC BRG T W —(SEE PLAN) +(SEE PLAN) • CONIC WALL (CW)-1-10" CW) VENEER — SEE ARCH 1' -4" VO A36 ROD w /HILTT HIT HY20 EPDXY ® 6' -0" OC GROUT CORE SOLID All/ ..... 4' SOLID CMU aI u 1iT /W & HC BRG +(SEE PLAN) ,a 1 - -I- VENEER - SEE ARCH - 8= I I DOVETAIL SLOTS 0-----_ ; • , 2' -0' OC I I NOTE: SEE ARCH FOR STAIR OR RAMP WALL DIMENSIONS AND SLAB ELEVATIONS I TAEDGE -(SEE PLAN) ' 0000 L3x3xy CONT w/ 367x4' HS ® 2' -0" OC. HC SLAB MFR TO PROVIDE 6' WIDE EMBED TO ANGLE w/ 6 "xY" FILLET (TYP) CL 4" 1' -0" 2' -0" CONC TOPING [RAISED CONC TOPPING C. N 1 ' "0 x 2' -0' LONG COIL ROD ® 2' -0" OC 4 ° .• . yam. � .� . sp P a COIL OOOOO COIL INSERT ® • 2' -0" OC 1" STYROFOAM FILLER GROUT SOLID w/ --- . H TOPPING C SLAB d CONC WALL (CW) ' PEDCOR DESIGN GROUP Architecture / Project Managment: 335 Ridgepoint Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) Engineer: C. Rodney McComas r% -7 r% r = srwucn■u DMW roRDW DOM HAnowu car�urnrrrs 1717 Eat 116M Wook Sit° 100 cwn-4 am 317 - -Ja0 -1310? ....mxamawq.wm 317- 511112-0706 Fm Developer: P E D C O R DEVELOPMENT CO. U) Project: 0 I■■I■■I O 06 Ica O Z ■ RRRRRRRR■ W L C _ U U LL �/ U 0- Issue Date Drawn By Checked By 02/28/05 nJh JR11 Revisions: HC SLAB • " " BEAM L3x3x 4 CONT w/ 36'x4' HS ® 2' -0' OC. 6 2 -0 HC SLAB MFR TO PROVIDE 6" WIDE #4x 1 ®2' -0" OC MEI Project Number: EMBED TO ANGLE w/ 6 "xY" FILLET (TYP) PILASTER BEYOND PILASTER BEYOND CONC WALL (CW) DOWELS TO MATCH DOWELS TO MATCH 24187 SECTION WALL REINF CONC SLAB WALL REINF CONC SLAB SCALE: Y4" = 1' -0" CONT 8404 CONC TOPPING h" EXP JT MAT'L CONIC SLAB T SLAB —(SEE PLAN) a • oLHC BRG ------------- - - - - -- T W —(SEE PLAN) \ R +(SEE PLAN) HC SLAB 2' -0' L3x3xY CONT w/ % "x4" HS ® 2' -0" OC, 6" 77 " HC SLAB MFR TO PROVIDE 6" WIDE #4x®2 -0 OC EMBED TO ANGLE w/ 6 "xY" FILLET (TYP) CONIC WALL (CW) SECTION � SCALE: Y4" = 1' -0" SLAB A. PERIMETER DRAIN -SEE T SLAB Sheet Title: -(SEE PLAN)"/ CIVIL DWGS , -(SEE PLAN) SECTIONS • T FTG T FTG AND DETAILS -(SEE PLAN)F -(SEE PLAN) CONC WALL FTG (WF) CONC WALL FTG (WF) Sheet Number: . . . . . . . . . . . . . . . . SECTION SCALE: No = 1' -0" SECTION SCALE: Y4" = 1' -0" 04 Z ���L�