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Home My WebLink About08 S105 Foundation DetailsNo. 5 REBAR 048" O.C. .aa FOUNDATION WALL DETAIL scale: 3/4'"-I -G FINISH FLOOR El 752.70 (1) COURSE OF e" SMOOTH 6" CONCRETE SUB WITH "NYLON" FACE FOUNDA71ON BLOCK. ADD MIXTURE ON 6 MIL VAPOR FILL REINFORCED CORES WITH BARRIER OVER 4. OF COMPACTED 4000 PSI CONCRETE OR GROUT GRANULAR FILL 6 6"x1/2" EXPANSION JOINT �`R GscBFvx h �" 1 4 = No. = _*o 19JOf = STATE P ,�L W�"`\\ �M 1A 73a, KEY PLAN OOSIINI;(B) 7No. 2" RIGID INSULATION BOARD scale: 3/4"=1'-O" Date Stamped Gi.t 7.t8 5 REBAR 08" IN EACH Checked By tan DIRECTION 2'-0" GAD FILE c\nen\:IED foundation detach. ALL FOOTINGS TO BEAR ON COMPACTED OR UNDISTURBED SOLS FOUNDATION WALL DETAIL 1 1 scale. 3/4"=1'-0" FINISH FLOOR ELEV: 752. ADD MIXTURE ON 6 MIL VAPOR Be CONCRETE SLAB WITH TNCON' 8"x 1/2" EXPANSION JOINT ADD MIXTURE ON 6 MIL VAPOR 8" 1'_p" BARRIER OVER 4" OF COMPACTED 4000 PSI POURED GRANULAR FILL CONCRETE FOUNDATION WALL GRANULAR FILL 6"x1/2" EXPANSION JOINT - 4000 PSI POURED CONCRETE FOUNDATION WALL .aa FOUNDATION WALL DETAIL scale: 3/4'"-I -G No. 5 REBAR 08" IN EACH 1 O FOUNDATION WALL DETAIL le 3/4"=1'-0" DIRECTION ALL FOOTINGS TO BEAR ON COMPACTED OR UNDISTURBED SOILS \ d a ° d r 5 HORIZANTAL REBARS No. 5 VERTICAL RE cH 032" O.C. 2" RIGID INSULATION BOARD 4000 PSI POURED CONCRETE FOUNDATION WALL No. 5 BMW 08" IN EACH DIRECTION ALL FOOTINGS TO BENT ON COMPACTED OR UNDISTURBED SOILS 12 FOUNDATION WALL DETAIL scale. 3/4"=1'-0" 6•x1/2" EXPANSION JOINT FINISH FLOOR ELEV: 752: 6" CONCRETE SLAB WITH "NYLON' 4000 PSI POURED 1/2• RAISED Up ADD MD(TURE ON B MIL VAPOR CONCRETE IOUNDATKON BARRIER OVER 4. OF CDMPACTED W� GRANULAR FILL Ca > 11 d m 5 HORIZANTAL REBARS No. 5 VERTICAL REBARS 032" O.C. 2" RIGID INSULATION BOARD 4000 PSI POURED ° CONCRETE FOUNDATION WALL 2'-0" No. 5 REBAR OB" IN EACH DIRECTION ALL FOOTINGS TO BEAR ON COMPACTED OR UNDISTURBED SOLS 13 FOUNDATION WALL DETAIL scale. 3/4"=1'-O" 1/2" RAISED UP No. 5 1 048" O.C. o d 2'-0" ALL FOOTINGS TO BEAR ON COMPACTED OR UNDISTURBED SOILS 14 FOUNDATION WALL DETAIL scale: 3/4"—l' -O" 6" CONCRETE SLAB WITH "NYCON' ADD MIXTURE ON 6 MIL VAPOR BARRIER OVER 4" OF COMPACTED GRANULAR FILL Oil EXPANSION JOINT 2" RIGID INSULATION BOARD No. 5 REBAR 08" IN EACH DIRECTION 1/2" RAISED LIP ntvan rwvn LLLY. a.xa. 8• CONCRETE SLAB WITH RNYCON' ADD MIXTURE ON 6 MIL VAPOR I'-0° 11 5/8" BARRIER OVER 4. OF COMPACTED �� GRANULAR FILL - as� ° m 6"x1/2" EXPANSION JOINT No. 5 VERTICAL REBARS 0 032" O.C. 3000PS1 POURED d 2" RIGID INSULATION BOARD CONCRETE FOUNDATION WALL a I. No. 5 REBAR 08" IN EACH DIRECTION Wx1/2" EXPANSION 4000 PSI POURED CONCRETE FOUNDATION WALL No. 5 VERTICAL REBARS 032. O.C. 3000 PSI POURED — CONCRETE FOUNDATION WALL a' a a'P P •P �a v 41 2• RIGID INSULATION BOARD d No. 5 REBAR 08• IN EACH DIRECTION All qOTINGS TO REAR ON COMPACTED OR UNDISTUR 5t7111 7 FOUNDATION WALL DETAIL 6" CONCRETE SLAB WITH "NYLON" 3/8) ADD MIXTURE ON 6 MIL VAPOR i BARRIER OVER 4" OF COMPACTED GRANULAR FILL at 12• SMOOTH FAC UNE BLOCK " 47, w °' No. 5 VERTICAL REBARS ° 5-1/2"x1/2" EXPANSION JOINT 032. O.C. . ° ` d ° 2" RIGID INSULATION BOARD 3000 PSI POURED ° CONCRETE FOUNDATION WALL No. 5 REBAR 08" IN EACH DIRECTION 1 • YHH I C [H.'i [al :l Y kcal R <da7 J 671 a ei�1;i11: e1 Fi U1;I:7 e7F�a71 C 7 5/8"8 3/8" FINISH FLOOR ELEV: 752.70 6" CONCRETE SLAB WITH "NYCON" ADD MIXTURE ON 6 MIL VAPOR BARRIER OVER 4" OF COMPACTED GRANULAR FILL " 8" SMOOTH FACE ------ ___ I a.. UNE BLOCK L d " 6k1/2" EXPANSION JOINT (2)No. 5 HORIZANTA_ ' REBARS No. 5 VERTICAL REBARS 032" O.C. 2" RIGID INSULATION BOARD 3000 PSI POURED ° CONCRETE FOUNDATION 1 WA No. 5 REBAR 08" IN EACH DIRECTION ALL FOOTINGS TO BEM ON COMPACTED OR UNDISTURBED SOILS 9 FOUNDATION WALL DETAIL scale: 3/4"=1'-O" 6"x1/2" EXPANSION JOINT 4000 PSI POURED CONCRETE FOUNDATION WALL (2)No. 5 HORIZANTA.— REBARS No. 5 VERTICAL REBARS 032" O.C. 3000 PSI POURED CONCRETE FOUNDATION a WALL FINISH FLOOR ELEV: 752.70 7 5/8" BE CONCRETE SLAB WITH TNCON• ADD MIXTURE ON 6 MIL VAPOR BARRIER OVER 4" OF COMPACTED GRANULAR FILL d 'm a. 2" RIGID INSULATION BOARD No. 5 REBAR OB" IN EACH DIRECTION AI I FOOTINGS TO REAR ON COMPACTED OR 11NOISIDRRFT7 SOILS n � I N\ e 2)No. 5 HORIZANTAL EBARS No. 5 VERTICAL REBARS — 032' O.C. 3000 PSI POURED CONCRETE FOUNDATION WALL WALL DETAIL sc ale:: 3/4"=1' .; 6"x1/2" EXPANSION JOINT � 4 1/4- V-10 3/4"=1'-0" Al FOOTINGS TO BEAR ON COMPACTED OR UNDISTURBED SOILS 4 FOUNDATION WALL DETAIL scale. 3/4"=1'-0" FINISH FLOOR ELEV: 752.70 80 CONCRETE STAB WTIN "NYLON" ADD MIXTURE ON 8 MIL VAPOR 1'_p•' BARRIER OVER 4" OF COMPACTED GRANULAR FILL 12" SMOOTH FACE UNE BLOCK al i.11 (2)No. 5 HORIZMNGL d ° `8"z1/2" EXPANSION JOINT REBARS No. 5 VERTICAL REBARII 032° O.C. d ° 2" RIGID INSULATION BOARD 3000 PSI POURED CONCRETE FOUNDATION WALL (2)No. 5 HORIZANTA.— REBARS No. 5 VERTICAL REBARS 032" O.C. 3000 PSI POURED CONCRETE FOUNDATION WALL Al FOOTINGS TO BEAR ON COMPACTED OR UNDISTURBED SOILS 1 FOUNDATION WALL DETAIL scale: 3/4"=1'-0" 6'x1/2" EXPANSION JOINT 5" 4 1/4" 6 3/4" 4000 PSI POURED CONCRETE FOUNDATION WALL (2)No. 5 HORIZANTQ- REBARS No. 5 VERTICAL REBAR 032" O.C. 3000 PSI POURED CONCRETE FOUNDATION WALL a t/a" /z" 8" CONCRETE SLAB WITH TNYCON' ADD MIXTURE ON 8 MIL VAPOR BARRIER OVER 4. OF COMPACTED GRANULAR FILL FINISH FLOOR ELEV: 752.70 4 t/a" B" CONCRETE STAB WITH "NYLON" ADD MIXTURE ON 6 MIL VAPOR 5 HARRIER OVER 4" OF COMPACTED T'1 GRANULAR FILL 1 J ALL FOOTINGS TO BEAR ON COMPACTED OR UNDISTURBED SOILS FOUNDATION 2 15 FOUNDATION WALL DETAIL scale: 3/4'"-I -G No. 5 REBAR 08" IN EACH 1 O FOUNDATION WALL DETAIL le 3/4"=1'-0" DIRECTION ALL FOOTINGS TO BEAR ON COMPACTED OR UNDISTURBED SOILS 6 FOUNDATION WALL DETAIL �`R GscBFvx h �" 1 4 = No. = _*o 19JOf = STATE P ,�L W�"`\\ �M 1A 73a, KEY PLAN OOSIINI;(B) World Wide Motors 3900 East 96t'1 Street Indianapolis Indiana e a ii (7 O C 1\✓ J scale: 3/4"=1'-O" Date Stamped Gi.t 7.t8 Drawn 6v Tat Checked By tan Scale: 3/a"=t'-o" Foundation Details GAD FILE c\nen\:IED foundation detach. FINISH FLOOR ELEV: 752.70 6• CONCRETE SLAB WITH •NYLON• 8'x1/2" EXPANSION JOINT ADD MIXTURE ON 6 MIL VAPOR 1'-6" BARRIER OVER 4" OF COMPACTED 4000 PSI POURED GRANULAR FILL CONCRETE FOUNDATION WALL r d° e No. 5 VERTICAL REBARS 0 032. O.C. d< 20 RIGID INSULATION BOARD 3000 PSI POURED CONCRETE FOUNDATION WALL No. 5 REBAR 08• IN EACH DIRECTION All qOTINGS TO REAR ON COMPACTED OR UNDISTUR 5t7111 7 FOUNDATION WALL DETAIL 6" CONCRETE SLAB WITH "NYLON" 3/8) ADD MIXTURE ON 6 MIL VAPOR i BARRIER OVER 4" OF COMPACTED GRANULAR FILL at 12• SMOOTH FAC UNE BLOCK " 47, w °' No. 5 VERTICAL REBARS ° 5-1/2"x1/2" EXPANSION JOINT 032. O.C. . ° ` d ° 2" RIGID INSULATION BOARD 3000 PSI POURED ° CONCRETE FOUNDATION WALL No. 5 REBAR 08" IN EACH DIRECTION 1 • YHH I C [H.'i [al :l Y kcal R <da7 J 671 a ei�1;i11: e1 Fi U1;I:7 e7F�a71 C 7 5/8"8 3/8" FINISH FLOOR ELEV: 752.70 6" CONCRETE SLAB WITH "NYCON" ADD MIXTURE ON 6 MIL VAPOR BARRIER OVER 4" OF COMPACTED GRANULAR FILL " 8" SMOOTH FACE ------ ___ I a.. UNE BLOCK L d " 6k1/2" EXPANSION JOINT (2)No. 5 HORIZANTA_ ' REBARS No. 5 VERTICAL REBARS 032" O.C. 2" RIGID INSULATION BOARD 3000 PSI POURED ° CONCRETE FOUNDATION 1 WA No. 5 REBAR 08" IN EACH DIRECTION ALL FOOTINGS TO BEM ON COMPACTED OR UNDISTURBED SOILS 9 FOUNDATION WALL DETAIL scale: 3/4"=1'-O" 6"x1/2" EXPANSION JOINT 4000 PSI POURED CONCRETE FOUNDATION WALL (2)No. 5 HORIZANTA.— REBARS No. 5 VERTICAL REBARS 032" O.C. 3000 PSI POURED CONCRETE FOUNDATION a WALL FINISH FLOOR ELEV: 752.70 7 5/8" BE CONCRETE SLAB WITH TNCON• ADD MIXTURE ON 6 MIL VAPOR BARRIER OVER 4" OF COMPACTED GRANULAR FILL d 'm a. 2" RIGID INSULATION BOARD No. 5 REBAR OB" IN EACH DIRECTION AI I FOOTINGS TO REAR ON COMPACTED OR 11NOISIDRRFT7 SOILS n � I N\ e 2)No. 5 HORIZANTAL EBARS No. 5 VERTICAL REBARS — 032' O.C. 3000 PSI POURED CONCRETE FOUNDATION WALL WALL DETAIL sc ale:: 3/4"=1' .; 6"x1/2" EXPANSION JOINT � 4 1/4- V-10 3/4"=1'-0" Al FOOTINGS TO BEAR ON COMPACTED OR UNDISTURBED SOILS 4 FOUNDATION WALL DETAIL scale. 3/4"=1'-0" FINISH FLOOR ELEV: 752.70 80 CONCRETE STAB WTIN "NYLON" ADD MIXTURE ON 8 MIL VAPOR 1'_p•' BARRIER OVER 4" OF COMPACTED GRANULAR FILL 12" SMOOTH FACE UNE BLOCK al i.11 (2)No. 5 HORIZMNGL d ° `8"z1/2" EXPANSION JOINT REBARS No. 5 VERTICAL REBARII 032° O.C. d ° 2" RIGID INSULATION BOARD 3000 PSI POURED CONCRETE FOUNDATION WALL (2)No. 5 HORIZANTA.— REBARS No. 5 VERTICAL REBARS 032" O.C. 3000 PSI POURED CONCRETE FOUNDATION WALL Al FOOTINGS TO BEAR ON COMPACTED OR UNDISTURBED SOILS 1 FOUNDATION WALL DETAIL scale: 3/4"=1'-0" 6'x1/2" EXPANSION JOINT 5" 4 1/4" 6 3/4" 4000 PSI POURED CONCRETE FOUNDATION WALL (2)No. 5 HORIZANTQ- REBARS No. 5 VERTICAL REBAR 032" O.C. 3000 PSI POURED CONCRETE FOUNDATION WALL a t/a" /z" 8" CONCRETE SLAB WITH TNYCON' ADD MIXTURE ON 8 MIL VAPOR BARRIER OVER 4. OF COMPACTED GRANULAR FILL FINISH FLOOR ELEV: 752.70 4 t/a" B" CONCRETE STAB WITH "NYLON" ADD MIXTURE ON 6 MIL VAPOR 5 HARRIER OVER 4" OF COMPACTED T'1 GRANULAR FILL 1 J ALL FOOTINGS TO BEAR ON COMPACTED OR UNDISTURBED SOILS FOUNDATION 2 15 FOUNDATION WALL DETAIL scale: 3/4'"-I -G 1 O FOUNDATION WALL DETAIL le 3/4"=1'-0" 151 FOUNDATION WALL DETAIL scale 3/4"=1'-0" REVISION VERSATILEAND CONSTRUCTION T 77� GROUP, LLC. Now WNLNa370 Ead M Maw SURS 4018410 Plc 317.'JM.S70 Foe 317.638.35.1 .Rall: •ITo.a IM Ia.•a1, _ �`R GscBFvx h �" 1 4 = No. = _*o 19JOf = STATE P ,�L W�"`\\ �M 1A 73a, KEY PLAN OOSIINI;(B) World Wide Motors 3900 East 96t'1 Street Indianapolis Indiana e a ii (7 O C 1\✓ J RELEASED FOR CONSTRUCTION Subject to compliancete and withall regulations d SSCity of Calllodes Jab No nD2t Date Stamped Gi.t 7.t8 Drawn 6v Tat Checked By tan Scale: 3/a"=t'-o" Foundation Details GAD FILE c\nen\:IED foundation detach. CERTIFIED BY. da 4.. s/8" 4000 PSI POURED CONCRETE FOUNDATION WALL ----------- " All F(IT)TINGS TO REAR ON COMPACTFD OR L]ND15111RRFD SOIIS lip I ed �d 2'-2 7/8"--- 2" RIGID INSULA 15 FOUNDATION WALL DETAIL scale: 3/4'"-I -G 1 O FOUNDATION WALL DETAIL le 3/4"=1'-0" 151 FOUNDATION WALL DETAIL scale 3/4"=1'-0" REVISION VERSATILEAND CONSTRUCTION T 77� GROUP, LLC. Now WNLNa370 Ead M Maw SURS 4018410 Plc 317.'JM.S70 Foe 317.638.35.1 .Rall: •ITo.a IM Ia.•a1, _ TION BOARD 6" CONCRETE STAB WITH •N7'CON ADD MIXTURE ON 8 MIL VAPOR BARRIER OVER 4' OF COMPACTED GRANULAR FILL 2" RIGID INSULATION BOARD ALL FOOTINGS TO BEAR ON COMPACTED OR UNDISTURBED SOILS F3FOUNDATION WALL DETAIL T%': a, . ° d o a" < I d d d 3000PS1 POURED CONCRETE FOUNDATION No. 5 REBAR OB• IN WALL EACH DIRECTION 0 Na. 5 REBAR OB" IN EACH DIRECTION 4000 PSI POURED CONCRETE FOUNDATION WALch 4 L ' DATE: 09/10/18 15 FOUNDATION WALL DETAIL scale: 3/4'"-I -G 1 O FOUNDATION WALL DETAIL le 3/4"=1'-0" 151 FOUNDATION WALL DETAIL scale 3/4"=1'-0" REVISION VERSATILEAND CONSTRUCTION T 77� GROUP, LLC. Now WNLNa370 Ead M Maw SURS 4018410 Plc 317.'JM.S70 Foe 317.638.35.1 .Rall: •ITo.a IM Ia.•a1, THIS DRAWING IS THE PROPERTY OF VERSATILE CONSTRUCTION GROUP LLC ANY\e� 15 NOT TO OTHER PURPOSE DTHAN THE E USED OROJECT DESCRIBED HEREIN. �`R GscBFvx h �" 1 4 = No. = _*o 19JOf = STATE P ,�L W�"`\\ �M 1A 73a, KEY PLAN OOSIINI;(B) World Wide Motors 3900 East 96t'1 Street Indianapolis Indiana e a ii (7 O C 1\✓ J RELEASED FOR CONSTRUCTION Subject to compliancete and withall regulations d SSCity of Calllodes Jab No nD2t Date Stamped Gi.t 7.t8 Drawn 6v Tat Checked By tan Scale: 3/a"=t'-o" Foundation Details GAD FILE c\nen\:IED foundation detach. CERTIFIED BY. ' DATE: 09/10/18