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Home My WebLink About09 S106 Foundation Details2'-6 1/8" 2'-10 3/8" oa° I d a ° o °a 8 ° • •d 4a d 3000PSI POURED CONCRETE FOUNDATION No. 5 REBAR 08" IN WALL EACH DIRECTION SECTION DETAIL O STEEL COLUMN 1 1/4"x16" LONG THREADED ANCHOR BOLTS. LOCATION AND SIZE TO BE VERIFIED ON STEEL SUPPLIER'S ANCHOR BOLT PUN li 4000 PSI GROUT 28"x28" FORMED PIER WTIH ° a - ol 4000 ad CONCRETE AFTER ° THE STEEL HAS BEEN SEf 1MOM .- .. ° e ad a °a 2" RIGID INSUUTII • BOARD d ° No. 5 REBAR 08" IN EACH DIRECTION SECTION DETAIL@ 2'-6 1/8" l'-7 7/8" 1'- 4000 PSI POURED CONCRETE FOUNDA71 WALL o a . ° ° 4 01 d o d° d d 3000PSI POURED CONCRETE FOUNDATION No. 5 REBAR 08" IN WALL EACH IRECTION SECTION DETAIL 2'-6 1/8" 11 1/4" 2'-6 5/8" 0 ae d d d a n . a o °. d 9 d d 3000PSI POURED CONCRETE FOUNDATION No. 5 REBAR 08" IN WALL EACH DIRECTION W—D., SECTION DETAIL OO T 2'-1 7/8"1' 4" 2'-6 1/8" 17_T--_LT___/z _. 2'-6 1/8" n J(A NOTE: FOR THE ABOVE LAYOUT, PLEASE SEE DETAILS BELOW & TO THE SIDE FOR SECTIONS MARKED ABOVE. 12" SMOOTH FACE BLOCK WITH 8" - SINGLE WIDTH TRUSS TYPE HORIZONTAL REINFORCEMENT 016" O.C. �5 REINFORCING BARS 411l O.C. FILL • CORES WITH 4,000 PSI GROUT OR O CONCRETE I FINISH FLOOR ELEV: 748.70 12" CONCRETE SLAB WITH "NYCON" ADD MIXTURE ON 6 MIL VAPOR BARRIER OVER 4" OF COMPACTED GRANULAR FILL ALL FOOTINGS TO BEAR ON COMPACTED OR UNDISTURBED SOILS 20 FOUNDATION WALL DETAIL scale: -L I 8- CONCRETE SLAB WITH 'NYCON' ADD MIXTURE ON 6 MIL VAPOR BARRIER OVER 4" OF COMPACTED GRANULAR FILL #5 REINFORCING BARS CONTINUOUS 9" C.0 IN BOTH DIRECTIONS SECTION DETAIL Ali FDOI TO REAR ON COMPACTED OR UNOISOIRRFD Roils FINISH FLOOR ELEV: 752.70 B" CONCRETE SLAB WITH "NYLON" ADD MIXTURE ON 6 MIL VAPOR BARRIER OVER 4" OF COMPACTED GRANULAR FILL 12" SMOOTH FACE UNE BLOCK M0. 5 VERTICIL REBARS Ill D.C. 3000 PSI POURED CONCRETE FOUNDATION ADD MIXTURE ON 6 MIL VAPOR BARRIER OVER 4" OF COMPACTED GRANULAR FILL — I 6"x1/2" EXPANSION JOINT 2" RIGID INSULATION BOARD No. 5 REBAR 08" IN EACH DIRECTION All EqOTINCS TO REAR ON COMPACTED OR UNDISTU I FOUNDATION WALL DETAIL 16 scale: 5/4'=1'-0" Ill EXPANSION ADD MIXTURE ON 6 MIL VAPOR BARRIER OVER 4" OF COMPACTED GRANULAR FILL F 1 12w SMOOTHWITH 8- ACE CK d STEEL COLUMN "- SNGLE WID HHFTRUSSLOTYPE HORIZONTAL REVISION 8 x1/2" EXPANSION JOINT ° REINFORCEMENT 016" O.C. THIS DRAWING IS THE PROPERTY OF CONSTRUCTION GROUP LLC OTHER PURPOSE DTHAN USED FOR DESCRIBED HEREIN. 1 1/4"x16" LONG THREADED POURED a ° 2" RIGID INSULATION BOARD ANCHOR BOLTS. LOCATION V-10" Job No 11021 12" SMOOTH FACE BLOCK WTTH 8" 2" RIGID INSULATION BOARD AND SIZE TO BE VERIFIED ON scale: 3/a"=t'-o"(� SINGLE WIDTH TRUSS TYPE HORIZONTAL CAD FILE: STEEL SUPPLIER'S ANCHOR 016" O.C. BOLT PLANREINFORCEMENT No. 5 REBAR 08" IN EACH IN Me In WN INN 28"x28" FORMED PIER WITH x /5 REINFORCING BARS Ill O.C. FILL ALL 4000psi CONCRETE AFTER O CORES WITH 4,000 PSI GROUT OR 1 THE STEEL HAS BEEN SET 120 IF I CONCRETE WN INN SOILS 1 H 1 scale: 3/4"=1'-0" ° a a° FINISH FLOOR ELEV: 748.70 'M INN ° ° scale: 3/4'"=1'-0" 12" CONCRETE SLAB WITH "NYLON" d ° ADD MIXTURE ON 6 MIL VAPOR 0BARRIER OVER 4" OF COMPACTED 9 GRANULAR FILL d 8 d 3000PSI POURED CONCRETE FOUNDATION No. 5 REBAR 08" IN WALL EACH DIRECTION I SECTION DETAIL STEEL COLUMN 1 1/4"x16" LONG THREADED ANCHOR BOLTS. LOCATION #5 REINFORCING BARS CONTINUOU'. AND SIZE TO BE VERIFIED ON 9" C.0 IN BOTH DIRECTIONS STEEL SUPPLIER'S ANCHOR BOLT PLAN 280x28" FORMED PIER WITH 4000psR CONCRETE AFTER THE STEEL HAS BEEN SET TINT 12" BELOW FF ALL FOOTINGS TO BEAR ON COMPACTED OR UNDISTURBED SOILS ° ° ° FOUNDATION WALL DETAIL ° " ° " � d 21 scale. 3/4`=1'-0` . 9•4 W " • • • d • ° d 30001151 POURED CONCRETE FOUNDATION No. 5 REBAR OB" IN WALL EACH DIRECTION SECTION DETAIL Ali FDOI TO REAR ON COMPACTED OR UNOISOIRRFD Roils FINISH FLOOR ELEV: 752.70 B" CONCRETE SLAB WITH "NYLON" ADD MIXTURE ON 6 MIL VAPOR BARRIER OVER 4" OF COMPACTED GRANULAR FILL 12" SMOOTH FACE UNE BLOCK M0. 5 VERTICIL REBARS Ill D.C. 3000 PSI POURED CONCRETE FOUNDATION ADD MIXTURE ON 6 MIL VAPOR BARRIER OVER 4" OF COMPACTED GRANULAR FILL — I 6"x1/2" EXPANSION JOINT 2" RIGID INSULATION BOARD No. 5 REBAR 08" IN EACH DIRECTION All EqOTINCS TO REAR ON COMPACTED OR UNDISTU I FOUNDATION WALL DETAIL 16 scale: 5/4'=1'-0" Ill EXPANSION ADD MIXTURE ON 6 MIL VAPOR BARRIER OVER 4" OF COMPACTED GRANULAR FILL No. 5 REBAR 048" O.C. FINISH FLOOR ELEV: 752.70 (1) COURSE OF 12" SMOOTH 6" CONCRETE SLAB WITH "NYCON" FACE FOUNDATION BLOCK. ADD MIXTURE ON 6 MIL VAPOR FILL REINFORCED CORES WITH BARRIER OVER 4" OF COMPACTED 4000 PSI CONCRETE OR GROUT4 BARRIER FILL F 1 FOUNDATION PIER DETAIL d REVISION 8 x1/2" EXPANSION JOINT 0 3000 PSI POURED THIS DRAWING IS THE PROPERTY OF CONSTRUCTION GROUP LLC OTHER PURPOSE DTHAN USED FOR DESCRIBED HEREIN. 3000 PSI POURED a ° 2" RIGID INSULATION BOARD CONCRETE FOUNDATION Job No 11021 WALL 2" RIGID INSULATION BOARD WALL scale: 3/a"=t'-o"(� Foundation Details CAD FILE: CERTIFIED BY: G\17021\003 foundation detain No. 5 REBAR 08" IN EACH °a 2'-0" J DIRECTION DIRECTION ALL FOOTINGS TO BEAR ON COMPACTED OR UNDISTURBED SOILS 2' -@"(DETAIL 19) 1 ALL FOUNDATION WALL DETAIL BEAR ON COMPACTED OR UNDISTURBED SOILS 1 H 1 scale: 3/4"=1'-0" FOUNDATION WALL DETAIL No. 5 REBAR 048" O.C. FINISH FLOOR ELEV: 752.70 (1) COURSE OF 12" SMOOTH 6" CONCRETE SLAB WITH "NYCON" FACE FOUNDATION BLOCK. ADD MIXTURE ON 6 MIL VAPOR FILL REINFORCED CORES WITH BARRIER OVER 4" OF COMPACTED 4000 PSI CONCRETE OR GROUT4 BARRIER FILL ADD MIXTURE ON 6 MIL VAPOR BARRIER OVER 4" OF COMPACTED GRANULAR FILL O] ° ° °d 67x1/2" EXPANSION JOINT 0 3000 PSI POURED ° CONCRETE FOUNDATION ° d ° 2" RIGID INSULATION BOARD WALL No. 5 REBAR OB" IN EACH DIRECTION 4'-0" ALL FOOTINGS TO BEAR ON COMPACTED OR UNDISTURBED SOILS 22 FOUNDATION WALL DETAIL TT 3/4"=1'-0" F 1 FOUNDATION PIER DETAIL ° REVISION 8 x1/2" EXPANSION JOINT 0 3000 PSI POURED THIS DRAWING IS THE PROPERTY OF CONSTRUCTION GROUP LLC OTHER PURPOSE DTHAN USED FOR DESCRIBED HEREIN. ��\Q�� WA EB FF = ND _*o 19700309: �*_ � s�A ,'��/ IIIII\\` / A /,Jp2cuu� ed World Wide Motors '}(� (� 3900 East 96th Street Indianapolis, Indiana CONCRETE FOUNDATION RELEASED FOR CONSTRUCTION Subject to mate and Local all regulations H SLIOtydCamllela�s 1p j L Job No 11021 ° 2" RIGID INSULATION BOARD WALL scale: 3/a"=t'-o"(� Foundation Details CAD FILE: CERTIFIED BY: G\17021\003 foundation detain No. 5 REBAR 08" IN EACH °a 4'-0"(DETAIL 18) DIRECTION 2' -@"(DETAIL 19) ALL FOOTINGS TO BEAR ON COMPACTED OR UNDISTURBED SOILS 1 H 1 9 FOUNDATION WALL DETAIL scale: 3/4'"=1'-0" ADD MIXTURE ON 6 MIL VAPOR BARRIER OVER 4" OF COMPACTED GRANULAR FILL O] ° ° °d 67x1/2" EXPANSION JOINT 0 3000 PSI POURED ° CONCRETE FOUNDATION ° d ° 2" RIGID INSULATION BOARD WALL No. 5 REBAR OB" IN EACH DIRECTION 4'-0" ALL FOOTINGS TO BEAR ON COMPACTED OR UNDISTURBED SOILS 22 FOUNDATION WALL DETAIL TT 3/4"=1'-0" F 1 FOUNDATION PIER DETAIL REVISION V VERSATILE �— L' RSATILE CONSTRUCTION T7� ` GROU , I.I.C. \\I N570 End ew Whl TracyQ IRoo"odi. 5487"13410 PM. 317.535.3579 Fax: 317.535.3581 email: iMOOvareatila-Ila.eom THIS DRAWING IS THE PROPERTY OF CONSTRUCTION GROUP LLC OTHER PURPOSE DTHAN USED FOR DESCRIBED HEREIN. ��\Q�� WA EB FF = ND _*o 19700309: �*_ � s�A ,'��/ IIIII\\` / A /,Jp2cuu� KEY RITA ExlsnNc(B) World Wide Motors '}(� (� 3900 East 96th Street Indianapolis, Indiana Frr ri 1 O� 1 RELEASED FOR CONSTRUCTION Subject to mate and Local all regulations H SLIOtydCamllela�s 1p j L Job No 11021 Date Stamped 01.17.ta Drawn By Rat Checked By tab scale: 3/a"=t'-o"(� Foundation Details CAD FILE: CERTIFIED BY: G\17021\003 foundation detain °a ADD MIXTURE ON 6 MIL VAPOR BARRIER OVER 4" OF COMPACTED GRANULAR FILL O] ° ° °d 67x1/2" EXPANSION JOINT 0 3000 PSI POURED ° CONCRETE FOUNDATION ° d ° 2" RIGID INSULATION BOARD WALL No. 5 REBAR OB" IN EACH DIRECTION 4'-0" ALL FOOTINGS TO BEAR ON COMPACTED OR UNDISTURBED SOILS 22 FOUNDATION WALL DETAIL TT 3/4"=1'-0" in ' DATE: 09/10/18 F 1 FOUNDATION PIER DETAIL REVISION V VERSATILE �— L' RSATILE CONSTRUCTION T7� ` GROU , I.I.C. \\I N570 End ew Whl TracyQ IRoo"odi. 5487"13410 PM. 317.535.3579 Fax: 317.535.3581 email: iMOOvareatila-Ila.eom THIS DRAWING IS THE PROPERTY OF CONSTRUCTION GROUP LLC OTHER PURPOSE DTHAN USED FOR DESCRIBED HEREIN. ��\Q�� WA EB FF = ND _*o 19700309: �*_ � s�A ,'��/ IIIII\\` / A /,Jp2cuu� KEY RITA ExlsnNc(B) World Wide Motors '}(� (� 3900 East 96th Street Indianapolis, Indiana Frr ri 1 O� 1 RELEASED FOR CONSTRUCTION Subject to mate and Local all regulations H SLIOtydCamllela�s 1p j L Job No 11021 Date Stamped 01.17.ta Drawn By Rat Checked By tab scale: 3/a"=t'-o"(� Foundation Details CAD FILE: CERTIFIED BY: G\17021\003 foundation detain in ' DATE: 09/10/18