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HomeMy WebLinkAbout10 S107 Foundation DetailsTOP OF PAD IS 12" ELI STEEL COLUMN 22" PIER WITH 4001 CONCRETE AFTER THE STEEL WAS BEEN SET TOP OF PAD IS 18" PIER WITH 4000pei 8" B.F.F. I I I I CONCRETE AFTER THE STEEL HAS BEEN SET I I 4000 P51 GROUT 44 awl 41 A I d1 ° n n d° $ m a 8 d°On ad • " ° • o °.• •° •. ° d •. • •. At 5'-1 1 No. 5 REBAR 08" IN EACH DIRECTION SIDE VIEW OF FOOTER STEEL COLUMN - F4 FOUNDATION PIER DETAIL 4-1._C 24"0 SONOTUBE WITH 20" PIER WITH 4000paN 1'x18' LONG THREADED CONCRETE AFTER THE ANCHOR BOLTS. LOCATION STEEL COLUMN �� STEEL HAS BEEN SET AND SIZE TO BE VERIFIED REVISION ON STEEL SUPPLIER'S �J� VERSATILE RSATILE �— CONSTRUCTION T7� ` GROUP, I.I.C. 570 End Trocy / Naw Whllela l alo�na 54Ai8�10 PM. 317.535.3579 Fax: 317.535.3581 email: iMOOvareatila-Ilaeom THIS DRAWING IS THE PROPERTY OF VERSATILE CONSTRUCTION GROUP LLC USED FOR OTHER PURPOSE BE DESCRIBED HEREIN . ANCHOR BOLT PIAN 9" BELOW FINISH FLOOR 4000 PSI GROUT a ii 1 O� 1 RELEASED FOR CONSTRUCTION Subject to compliance with all regulatims H S�City of Conte and oela�s 1pjL TOP OF PAD IS 12" B.F.F. a d u o d a, NA 1g a E d No. 5 REBAR 08" IN L EACH DIRECTION SECTION DETAIL ' STEEL COLUMN 1'x18' LONG THREADED ANCHOR BOLTS. LOCATION AND SIZE TO BE VERIFIED ON STEEL SUPPLIER'S ANCHOR BOLT PLAN n ILa °4 4• ° g e • a•.: • d•..d No. 5 REBAR 08" IN EAC14 DIRECTION 4._0" SECTION DETAIL 22" PIER WITH 40001 CONCRETE AFTER THE STEEL HAS BEEN SET 4000 PSI GROUT TOP OF PAD IS 12" B.F.F. 5'-1 1 '-1" 1•_10• 2'-0 1/8" l'-8 7/8" r ------L ---L-------- 0 0 O 4 -2 /8 M ° ° OKI I � I I I I To L L---T-------J 1 1/2" 5._0.. ALL FOOTINGS TO BEAR ON COMPACTED OR UNDISTURBED SOILS F2 b FOUNDATION PIER DETAIL scale: 3/4"=1'-0" • T— STEEL COLUABN — — — I11 1 3000 SONCTUBE WITH 1 40001 CONCRETE AFTER THE STEEL HAS BEEN SET I I 1 4000 PSI GROUT I _T" —+rA 12" BELOW FINISH FLOOR a 0 3000 PSI POURED as CONCRETE PADA'\ - Ell 7"A\ No. 5 REBAR 08" IN EACH DIRECTION 4._0..x4._0.. All FOOTINGS TO REAR ON COMPACTED OR UNENST1RAM SnN IT i N Il 11133 6 ,.. ANCHOR BOLTS. LOCATION AND SIZE TO BE VERIFIED ON STEEL SUPPLIERS ANCHOR BOLT PLAN 18"1 FORMED PIER WITH 40CDpai CONCRETE AFTER THE STEEL WAS BEEN SET 3000 PSI POURED CONCRETE FOUNDATION WALL n ---------------- I ' I 0 I _ 1 ❑ o O i -I I --------------------------I L — — — — — - I I I I V-11 9/16" 9 1/4" 3'-5 3/16" I I I I -- --------- So he I O o I ❑ I B I © I 10'-0 1/4" -11 13/16" 4000 PSI GROUT 18"1 FORMED PIER WITH 4001 CONCRETE AFTER THE STEEL HAS BEEN SET Ic A A Aj I d a•. • • ° • ff • d• ° No. 5 REBAR 08" IN EACH DIRECTION 4'-11 13/16" SECTION DETAl STEEL COLUMN ANCHOR BOLTS. LOCATION AND SIZE TO BE VERIFIED ON STEEL SUPPLIER'S ANCHOR BOLT PLAN 18"1 FORMED PIER WITH - 4000pai CONCRETE AFTER THE STEEL HAS BEEN SET d a E D 3000POURED P5 "n CONCRETE FOUNDATION ° d WALL .tea b • ° er 4'-11 15/16" SECTION DETAIL O 3000 PSI POURED CONCRETE FOUNDATION WALL 4000 PSI GROUT 18'x18' FORMED PIER WITH 40001 CONCRETE AFTER THE STEEL HAS BEEN SET STEEL COLUMN -' 20" PIER WITH 4000psi 10x18' LANG THREADED CONCRETE AFTER THE ANCHOR BOLTS. LOCATION STEEL HAS BEEN SET AND SIZE TO BE VERIFIED ON STEEL SUPPLIER'S ANCHOR BOLT PLAN 4000 PSI GROUT I I 4. 6.. de " °d ° ° 4 4LLLL777 ° n °d a n Q d e1 d77 No. 5 REBAR 08" IN EACH DIRECTION SECTION DETAIL 0 ALL FOOTINGS M BEAR ON COMPACTED OR UNDISTURBED SOILS Fla FOUNDATION PIER DETAIL L scale: 3/4"=1'-0" STEEL COLUMN 7-1/2"x1/2' EXPANSION 4000 PSI GROUT JOINT TO WRAP MOUND COLUMN ° 9" BELOW FINISH FLOOR n 0 3000 PSI POURED 1 1/2" RIGID INSULATION CONCRETE FOUNDATION BOARD WALL No. 5 REBAR 08" IN EACH DIRECTION 3'-0'1 J Al I FOOTINGS TO REAR ON COMPACTED OR UNOISEHRRFD S. II S IF 7-1/2" 1/2" EXPANSION JOINT TO WRAP MOUND COLUMN ° < Jr 0 3000 PSI POURED CONCRETE FOUNDATION 0 WALL EA5 REBM OB" IN EACH DIRECTION 3'-0"x3'-0" Ali FOOTINGS TO REAR ON COMPAOTFD OR UNENSRIRBFT7 SOILS 4000 PSI GROUT 9" BELOW FINISH FLOOR 1 1/2" RIGID INSULATION BOARD F4 FOUNDATION PIER DETAIL 4-1._C 24"0 SONOTUBE WITH Fac FOUNDATION PIER DETAIL scale: 3/4"-1-G' 40001 CONCRETE AFTER FOUNDATION PIER DETAIL scale: 3/4"-,'-D" STEEL COLUMN �� THE STEEL HAS BEEN SET FOUNDATION PIER DETAIL scale 3/4"=1'-0 REVISION 4000 PSI GROUT �J� VERSATILE RSATILE �— CONSTRUCTION T7� ` GROUP, I.I.C. 570 End Trocy / Naw Whllela l alo�na 54Ai8�10 PM. 317.535.3579 Fax: 317.535.3581 email: iMOOvareatila-Ilaeom THIS DRAWING IS THE PROPERTY OF VERSATILE CONSTRUCTION GROUP LLC USED FOR OTHER PURPOSE BE DESCRIBED HEREIN . „ \��P�C1t AEB � ti P = ND _9 STATE x_ ^ ,' II III\\A\ / ry /,Jpyue.3, 9" BELOW FINISH FLOOR World Wide Motors '}(T (�jj,� .7700 East 96tH Street Indianapolis, Indiana a ii 1 O� 1 RELEASED FOR CONSTRUCTION Subject to compliance with all regulatims H S�City of Conte and oela�s 1pjL Job No 11D21 Date Stamped 01.17.1a Drawn By Tat Checked BY tab Scale: 3/a"=t'-o" Foundation Details CAD FILE: CERTIFIED BY: c\17021Va03 eoaaaaxm detain 0 3000 PSI POURED .' CONCRETE FOUNDATION WALL No. 5 REBAR 08" IN EACH DIRECTION 3 0•x3. 0" Al I FOOTINGS TO FIRM ON C.OMPACTFII OR UNTDSRNRRPD Still n ---------------- I ' I 0 I _ 1 ❑ o O i -I I --------------------------I L — — — — — - I I I I V-11 9/16" 9 1/4" 3'-5 3/16" I I I I -- --------- So he I O o I ❑ I B I © I 10'-0 1/4" -11 13/16" 4000 PSI GROUT 18"1 FORMED PIER WITH 4001 CONCRETE AFTER THE STEEL HAS BEEN SET Ic A A Aj I d a•. • • ° • ff • d• ° No. 5 REBAR 08" IN EACH DIRECTION 4'-11 13/16" SECTION DETAl STEEL COLUMN ANCHOR BOLTS. LOCATION AND SIZE TO BE VERIFIED ON STEEL SUPPLIER'S ANCHOR BOLT PLAN 18"1 FORMED PIER WITH - 4000pai CONCRETE AFTER THE STEEL HAS BEEN SET d a E D 3000POURED P5 "n CONCRETE FOUNDATION ° d WALL .tea b • ° er 4'-11 15/16" SECTION DETAIL O 3000 PSI POURED CONCRETE FOUNDATION WALL 4000 PSI GROUT 18'x18' FORMED PIER WITH 40001 CONCRETE AFTER THE STEEL HAS BEEN SET STEEL COLUMN -' 20" PIER WITH 4000psi 10x18' LANG THREADED CONCRETE AFTER THE ANCHOR BOLTS. LOCATION STEEL HAS BEEN SET AND SIZE TO BE VERIFIED ON STEEL SUPPLIER'S ANCHOR BOLT PLAN 4000 PSI GROUT I I 4. 6.. de " °d ° ° 4 4LLLL777 ° n °d a n Q d e1 d77 No. 5 REBAR 08" IN EACH DIRECTION SECTION DETAIL 0 ALL FOOTINGS M BEAR ON COMPACTED OR UNDISTURBED SOILS Fla FOUNDATION PIER DETAIL L scale: 3/4"=1'-0" STEEL COLUMN 7-1/2"x1/2' EXPANSION 4000 PSI GROUT JOINT TO WRAP MOUND COLUMN ° 9" BELOW FINISH FLOOR n 0 3000 PSI POURED 1 1/2" RIGID INSULATION CONCRETE FOUNDATION BOARD WALL No. 5 REBAR 08" IN EACH DIRECTION 3'-0'1 J Al I FOOTINGS TO REAR ON COMPACTED OR UNOISEHRRFD S. II S IF 7-1/2" 1/2" EXPANSION JOINT TO WRAP MOUND COLUMN ° < Jr 0 3000 PSI POURED CONCRETE FOUNDATION 0 WALL EA5 REBM OB" IN EACH DIRECTION 3'-0"x3'-0" Ali FOOTINGS TO REAR ON COMPAOTFD OR UNENSRIRBFT7 SOILS 4000 PSI GROUT 9" BELOW FINISH FLOOR 1 1/2" RIGID INSULATION BOARD • ' DATE: 09/10/18 F4 FOUNDATION PIER DETAIL 4-1._C Fac FOUNDATION PIER DETAIL scale: 3/4"-1-G' Fab FOUNDATION PIER DETAIL scale: 3/4"-,'-D" F3a FOUNDATION PIER DETAIL scale 3/4"=1'-0 REVISION �J� VERSATILE RSATILE �— CONSTRUCTION T7� ` GROUP, I.I.C. 570 End Trocy / Naw Whllela l alo�na 54Ai8�10 PM. 317.535.3579 Fax: 317.535.3581 email: iMOOvareatila-Ilaeom THIS DRAWING IS THE PROPERTY OF VERSATILE CONSTRUCTION GROUP LLC USED FOR OTHER PURPOSE BE DESCRIBED HEREIN . „ \��P�C1t AEB � ti P = ND _9 STATE x_ ^ ,' II III\\A\ / ry /,Jpyue.3, Kk� EXIsnNc(B) Hill World Wide Motors '}(T (�jj,� .7700 East 96tH Street Indianapolis, Indiana a ii 1 O� 1 RELEASED FOR CONSTRUCTION Subject to compliance with all regulatims H S�City of Conte and oela�s 1pjL Job No 11D21 Date Stamped 01.17.1a Drawn By Tat Checked BY tab Scale: 3/a"=t'-o" Foundation Details CAD FILE: CERTIFIED BY: c\17021Va03 eoaaaaxm detain • ' DATE: 09/10/18