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Home My WebLink About72FOAM BACKER ROD AND SEALANT O 40 D 40 D � �oOwner: CARMEL CITY CENTER ALL HORIZONTAL REINF N ry n IS CONT THRU JOINT / COMMUNITY DEVELOPMENT CAP INFO ��— COLUMN CORPORATION 30 West Main Street, Suite 200 • • - / ` �� NUMBER OF PILES (3) P18 ANCHOR RODS Carmel, Indiana 46032 c 1/2" �o WITHIN TIES 317.571.2787 \ " NET CAPACITY 499K TIP OIL • • • ' • • • o `O THICKNESS 48" - +(SEE PLAN) c -9„ C Architect: REINFORCING 0 NOTE; NOTE: 6" SPLIT PVC ILI PIER VERT REINF I�I SEE SCHEDULE ALL BENT BARS SAME SIZE • ALL BENT BARS SAME SIZE WATERSTOP �a / / (11) #8 • AND SPACING AS AND SPACING AS 40 BAR DIA LAP o SHORT DIRECTION THREE WAYS HORIZONTAL STEEL HORIZONTAL STEEL o �.,, PEDCOR DESIGN GROUP TYP CONC WALL CONSTR JT — —� LONG DIRECTION w A • Architecture / Project Management gCn 355 City Center Drive SCALE: 3/4" = 1'-0" S4031'-21/2" 0 PILE CAP (PG) Carmelm Indiana 46032 CORNER DETAIL INTERSECTION DETAIL 10' 6 314" IPG co 317.705.7979 (phone) 317.705.7980 (fax) -(SEE PLAN) 40 D 40 D O - GROUP ' • Engineer: 40 D PG3 3 PILE 4 SCALE: 1/4" = 1'-0" 5403 90° OR 180 DEGREE HOOKS MCCONIIAS IlIll,PLACE TIE IN FTG MAY BE ROTATED TOWARD 6 FOR DOWEL CENTER OF PILE 0.1 ALIGNMENT STRUCTURAL ENGINEERS FORENSIC ENGINEERS NATIONALCONSULTANTS • • • • • • • • 8'- 0" 1717 East 116th Street, Suite 200, Carmel, Indiana 46032 a TOP CAP REINF 317-580-0402 www.mccomaseng com 317-582-0766 Fax 1'-9" IF APPLICABLE 4'-6" 1 -9 � SEE PLAN �\t\Illllit�ii • o N FULL HGT #11 \o�'W M 6//,// CD CAP INFO v \` TERF� ••• �� NUMBER OF PILES (4) P18 • 180 DEGREE _ N0. NOTE: NOTE: HOOK = 860325 ALL BENT BARS SAME SIZE • • ALL BENT BARS SAME SIZE NET CAPACITY 661K < - •• • • • • STATE OF AND SPACING AS AND SPACING AS0 HORIZONTAL STEEL HORIZONTAL STEEL _ _ w - - ALI �POUR SLAB, LEAVING OUT AREA _ _ THICKNESS 48" w % F /roo ANP '�COLUMN o `o `n'�.��.�`� \\ AROUND COLUMN. INFILL WITH REINFORCING S ONAI_ A CONCRETE AFTER SLAB HAS CURED • •• w / ti / SHORT DIRECTION (14)#7x7'-6" SLAB CONTROL JT, 112" EXP JT MAT'L co • TYP AT ALL COLUMN PIER VERT REINF TIE J co 0 18" DIA AUGER -CAST PILE w/ CORNER DETAIL INTERSECTION DETAIL LINES _ LONG DIRECTION (14)#7x7'-6" SEE SCHEDULE ca) 0 4000 psi GROUT - PROVIDE SECTION A zco TEMPORARY CASING AS REINFORCED WALL DETAILSrl'6TYP INTERIOR COL ISOLATION JT 10 _ m REQ'D TYP PG4 4 PILE GROUP 5 w SEE PLAN PROVIDE (4) #5 w/ STD HOOK & SCALE: 314" = 1'-0" S403 SCALE: 1" = 1'-0" S403 SCALE: 1/4" = 1'-0" S403 ;; 0 #4 CIRCULAR TIES (3) @ 3", (3) N N @ 6", BALANCE @ 12" OC O 8 0 • • Q CONC PIER (BELOW) WALL HORIZ 00 8" TO 36" 2" CLR 1' 9" 4' 6" 1' 9" _ PIER REIN OUGH ROUND OR SQUARE OPENING FOUNDATION WALL, SEE LU 7C-1 FOUNDATION PLAN FOR CAP INFO ACTUAL CONDITION • I I • NUMBER OF PILES (4) P18 ' ---L------J NET CAPACITY 661 K ' ' 7C 3 f{ THICKNESS 48" CPIER INTEGRATED w/ WALL PLACE ADDITIONAL PLACE ADDITIONAL VERTICAL I co I REINFORCING T&B @ PG4A HORIZ BAR WITHIN THE BARS BETWEEN STANDARD REINF L - - J I / / SHORT DIRECTION (14)#7x7'-6" STANDARD SPACING TYP I CAL P18 AUGER -CAST PILE 1 North ADDITIONAL HORIZONTAL BARS ADDITIONAL VERTICAL BARS I ' \ \ LONG DIRECTION (14)#7x7'-6" SCALE: 3/4" = 1'-0" �O3 POUR SLAB, LEAVING OUT AREA Parcel 7-C Ke Ian NONE 170 7" OPENING NONE 1" TO 7" OPENING COLUMN L AROUND COLUMN. INFILL WITH yP (1) #5 8" TO 12" OPENING (2) #6 8" TO 12" OPENING - - - - - CONCRETE AFTER SLAB HAS CURED (2) #5 13" TO 28" OPENING (3) #6 13" TO 20" OPENING PG4A - 4 PILE GROUP (3) #5 29" TO 36" OPENING (4) #6 21" TO 28" OPENING �� 112" EXP JT MAT'L 6 O (5) #6 29" TO 36" OPENING ��A o' SCALE: 1/4" = 1'-0" 5403 I SLAB CONTROL JT, Project: NOTE: PROVIDE ADDITIONAL REBAR AROUND FOUR SIDES OF OPENING TYP AT ALL COLUMN LIMITS OF PIER REINF N • LINES 1ry 10'-0" UJU AD U L RE BAR OPENING DETAIL 17 1' 9" 6'-6" - SEE 1/S403 FOR ti TYP EXTERIOR COL ISOLATION JT 11 i -00T-3" 3'-3" BALANCE OF INFO SCALE: 3/4" = 1'-0" S403 SCALE: 1" - 1'-0" S403 CONC SLAB w W T/SLAB h - T/PG +(SEE PLAN) -(SEE PLAN) U VAPOR RETARDER / ` / ` FORMED KEY - - --- - { - } CAP INFO CONC SLAB � • • • • ry T1SLA6 r, NUMBER OF PILES (5) P18 I `e Q X +(SEE PLAN) / I\ NET CAPACITY 812 K I OM HVAC DUCT SEE -: q ra - - (- N ( " COMPACTED GRANULAR FILL o ! THICKNESS 50" MECHANICAL FOR a 1 I SIZE & LOCATION) GRANULAR FILL C? REINFORCING i 0 COMPACTED SUB GRADE -z U C� 500 PSI CONCRETE wl SHORT DIRECTION (14)#8x9'-6" 10" SLUMP UJ J LONG DIRECTION (14) #8x9'-6" z 0-6" PERFORATED DRAIN TYPICAL SLAB CONSTRUCTION JTrl2I _ SCALE: 1"=1'-0" S403 PG5-5 PILE GROUP 7 — (D °6 a� U N D E RS LAB DUCTWORK DETAILrl8SCALE: 1/4" = 1'-0" S403 r I w C7 E z SCALE: 3/4" = 1'-0" S403 1/8" SAW N CONTROL JOINT, ALL � Q MAX VAPOR RETARDER L5x3x1/4" (LLV) wl v SLAB JT JOINT JOINTS SHALL BE SAWN WITHIN 12 THICKNESS SPACING DEPTH CONC SLAB HOURS OF SLAB POUR 112"0x4" HS @ 2' 0" OC 7 4" 13'-0" 1° T/SLAB 5116 4-12 CONC SLAB T/SLAB a �f I +SEE PLAN � 5" 15'-0" 1 1/4" —J ( ) +(SEE PLAN) 0 SUMP PIT, COORD SIZE, 6" 15'-0" 1 1/2" r eo DEPTH AND LOCATION wl 7" 181-01, 13/4" _ .'� r� d COMPACTED GRANULAR FILL '9 I ELEVATOR SUPPLIER 8 20-0 2"UJ - - 9" 24'-0" 2 1/4" - �� COMPACTED SUB GRADE - 10" 25' 0" 2 1!2" - SILL ANGLE - L6x6x1/2" �#5x @ 12" OC - - - 1'-0" 25'-0" 3" EL - - - - ELEVATOR WALL NOTE: U) LL GRANULAR FILL �LL CONTRACTOR TO PROVIDE CONTROL JOINT LAYOUT, BASED ON MAXIMUM JOINT SPACING, UNO. o O LIJ TYPICAL SLAB CONTROL JTrl (4j#5HORIZ > - - — 3 #5 x �, 0„ @ 12 OC, CENTER IN WALL 1' 0" U_ SCALE: 1" = 1'-�" S403 COPYRIGHT &OWNERSHIP OF DOCUMENTS THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE ELEVATOR SLAB RX WATERSTOP PROPERTY of THE ARCHITECT AND PEDCOR DESIGN GROUP ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS U T PILE CAP (PG) - NTE LICA -ION IN DEROGATION OF LCTUAL PROPERTY RIGHTS OR OTHER RESN LAW ERVED RIIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND ISOMETRIC OF SUMP PIT ,,T/PG M = - UNPUBLISHED WORKUP THE ARCHITECT JAMES LEOF THIS DESIGN AND PDCOR DESIGN GROUP NO PART OR WHOLE OF THIS DESIGN, THESE _ DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS U) OF THE RESULTINGXHIBITED , BUILDING OR BUILDINGS MAY BE DUPLICATED, Cn (SEE PLAN) - - w cn PIED YSEE PLAN FOR U w WRITTEN cCONSENT OF THE ARCHITECT, JAMES ER STUUTZMAND, MODIFIED OAND = Q LIMITS Q OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR Z PEDCOR DESIGN GROUP. C COPYRIGHT 2009 JAMES R. STUTZMAN, AIA. Y INDIANAPOLIS. Q 90° OR 180 DEGREE HOOKS SECTION P 4A 2 ELEVATOR WALL COORD SUMP PIT, COORD SIZE, III w w m n MAY BE ROTATED TOWARD DEPTH AND LOCATION wl ELEVATOR SLAB cn (n o U) < W CENTER OF PILE SCALE: 3/4" = 1'-0" S403 BID SET No.1 &,T/SLAB ELEVATOR SUPPLIER +(SEE PLAN) oLTISLAB SHELL & CORE +(SEE PLAN) . • •�' -. _ _ o WWF TO CONT THRU �- FULL HGT #11 Print Date: Sheet Issue Date: • LAB AREA 6" 9/14/09 9/15/09 o DEPRESSED S FROST PROOF FILL ELEVATOR SLAB MIN 180 DEGREE Drawn By: Checked By: HOOK LKM,njh, KLS JAF DEPRESSED SLAB SECTIONr14Last Revision Date: • EXTEND REINF 6'-0"MIN ' ' 1 F - - ARE NOTO RN MONOLITHICALLY I ROUGHEN SURFACE TOCL � INTO PILE CAP n o • • . SCALE: 3/4" = 1'-0" S403 DOWELS TO MATCH 114" MIN & APPLY A BONDING AGENT PRIOR TO SECOND POUR O 1 SIZE AND SPACING OF GB REINF GRADE BEAM (GB) 0 REINF TO MATCH PIT SLAB w 0 T/PG - T/GB SECTION A -A W � 0 18" DIA AUGER -CAST PILE w/ (SEE PLAN) 0 a _ 4000 psi GROUT - PROVIDE I O z TEMPORARY CASING AS REINF ALL INTERIOR MASONRY o v REQ'D I O TYP ELEVATOR SUMP 19 WALLS OVER 12'-0" HIGH w/ w #5 @ 4' 0" OC, LINO � I INDICATE FACE OF SCALE: 3/4" = 1'-0" S403 PROVIDE (4) #5 w/ STD HOOK & I PILE CAP BEYOND O THICKEND PORTION OF ti 0 #4 CIRCULAR TIES (3) @ 3", K Project Number: #5 x DOWELS, UN SLAB TO BE TWICE THE �, @ 6", BALANCE @ 12" OC I 1 -0" SLAB THICKNESS CALLED @� OUT ON THE PLANS Q (3) #5 CONT m Sheet Title: 1112„ TYP SECTIONS y r-----� AND DETAILS PILE GROUP (PG) Sheet Number: 3'- 0" PILE � I - TYP THICKENED SLAB15 ELEVATOR PIT DETAIL r8 TYP GRADE BEAM TO PG DETAIL 3 S403 SCALE: 3/4" = 1'-0" S403 SCALE: 3/4" = 1'-0"S403 SCALE: 3/4" = 1'-0" S403 ME129020