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HomeMy WebLinkAbout07 S104 Miscellaneous Concrete DetailsTm 0 IM Ep __________-d--_ Oil N -M M 0 o i J/1 IAC i � n L_J L_J 10._1 5/8" 3'-0" 3'-0" COLUMN PAD DETAIL • ALL FOOTINGS TO BEAR ON COMPACTED OR UNDISTURBED SOILS STEEL COLUMN 7-1 /2•x1/2' EXPANSION /000 PSI GROUT JOINT TO WRAP AROUND COLUMN 9• BELOW F" FLOOR a 0 3000 PSI POURED 1 1/2• RIGID .I CONCRETE FOUNDATION oilINSULATION e ll BOAR EAR No. 5 REBAR OB• IN EACH DIRECTION 3'-0"x3'-0" rF _3 INSTALL NEW 1 1/4x3/8x1 /4 ANGLE IRON AROUND THE II EXISTING TRENCH DRAIN ON TOP THE CONCRETE FLOOR. PRE -DRILL HOLES AND INSTALL WITH TAPERED HEAD TAP n n CON ANCHORS. INSTALLED ANCHORS TO BE FLUSH WITH jll!THE STEEL INSTALL ARDEX FEATHER FINISH TO ELIMINATEI } - - � - �' C C } - - Ly - - - � THE 3/8" DIFFERENCE IN THE ANGLE AND THE FLOOR. 11 LLLJJJ FIELD VARIFY DRAIN SIZE. ANGLE IRON TO HAVE A II DIPPED PAINT FINISH p SEE DETAIL ABOVE FOR LOCATIONS OF NEW PAD FOR STEEL COLUMNS C= r�T7r�TTT TTT TTr Tia ❑ r© IIIIIIIIIIIII IIIIIIITTIFT1 II „ V �====.q' =y -w- wuLL=LL11�flJ,IJ_IL ====_ III _ aEd IL ~ 1p II r'I I��' L — dI J e— Ir�1 h--------��ss�� ,.L J----------_ 7 J I L----� ® ® L-----J� L L _J Hi 1 �7 e�� n 10 K�,r D I IGORE 8" HOLES FOR, h1I TEEL JI II F--- I_J-------� ------------- -------------- — -r--- pp TIL � � II 11 L1 II II II Il _ gu --���----L--- ILL______ III II III rTr—_ ____ IL_, X11 --- _---- =�� I I � I I JII K �I f—� Ill Eal IIII L`===�LT III I I I I III I u - - Y --r---- - =�r T--- 0 O R CORE 8" HOLES FOR STEEL NOTE'. SEE DETAIL 5 BELOW FOR TRENCH DETAILS E NEW 15' -2"x30' -O" AREA OF 6" CONCRETE SLAB WITH "NYCON" ADD MIXTURE ON 6 MIL VAPOR BARRIER OVER EXISTING FILL 'l,ll oal Oil II II a I 11 I s1 rf III II II II II II I 'I I II II II II II II II II II I o L�1 • REMOVE SLAB TO CREATE 18" WIDE TRENCH FOR ELECTRICAL & DATA CONDUITS 8'-6 3/16" 8'-2 11/16" 8'-6 3/16" m CONCRETE BORE LOCATIONS I10'-0 1/4" I DETAIL 2 • CONCRETE BORE LOCATIONS CONCRETE BORE LOCATIONS ----=3r--tea L r _J L _J L DETAIL 4 • CONCRETE BORE LOCATIONS HEAVY DUTY UNISTRUT. SEE FLOOR PLAN FOR LOCATIONS 8" dia. BORE FILLED WITH 4000 PSI CONCRETE. , HEAVY DUTY UNISTRUT. SEE FLOOR PLAN FOR LOCATIONS 8" dia. BORE FILLED WITH 4000 PSI CONCRETE. HEAVY DUTY UNISTRUT. SEE FLOOR PLAN FOR LOCATIONS 8" dia. BORE FILLED WITH 4000 PSI CONCRETE. HEAVY DUTY UNISTRUT. SEE FLOOR PLAN FOR LOCATIONS 8" dia. BORE FILLED WITH 4000 PSI CONCRETE. REVISION N V L' RSATILE CONSTRUCTION GROUP LLC. ` Tracy Rood. Suite 810 / New Whiteland, Indiana 46184 Ph:jut em 317.535.3579 Fal: 317.835.3581 email: intoOvenatile-Ilc.com THIS DRAWING IS THE PROPERTY 0= VERSATILECONSTRUCTION AND IS FORDANYE OTHER PURPOSE THAN THE PROJECTFPi DESCRIBED HEREIN �w��A�� LA �B �%// p0. �� STATE 0i' C 5i 1E 0f AL El \��� ""'IjjO �� � �� .El PUN EXISRNG(B) 2 a ii I (7 O /� S\✓ 4 REVISED RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and local Codes Oily of Cannel yLL� � Job No- 17021 Date Stamped 01 17.18 Drawn By Checked ey tab Scale:// 1�8"-1' D" CORE 8" HO ES FOR CAD FILE: G0702IO104 mewllaneous concreted,, CERnI,EO STEEL Led NOTE: CONCRETE CONTRACTOR TO CORE 8" HOLES & INSTALL 3" 'U' CHANNEL STEEL SUPPORTS FOR GLASS. COORDINATE WITH GLASS CONTRACTOR FOR EXACT LOCATIONS TOTAL GOES & STEEL SUPPORTS ❑® FOR NEW & OLD BUILDING (33) LOCATIONS. CORE 8" HOLES FOR STEEL © O O M 0 0 0 o, _ — CORE 8" HOLES FOR STEEL NOTE'. SEE DETAIL 5 BELOW FOR TRENCH DETAILS E NEW 15' -2"x30' -O" AREA OF 6" CONCRETE SLAB WITH "NYCON" ADD MIXTURE ON 6 MIL VAPOR BARRIER OVER EXISTING FILL 'l,ll oal Oil II II a I 11 I s1 rf III II II II II II I 'I I II II II II II II II II II I o L�1 • REMOVE SLAB TO CREATE 18" WIDE TRENCH FOR ELECTRICAL & DATA CONDUITS 8'-6 3/16" 8'-2 11/16" 8'-6 3/16" m CONCRETE BORE LOCATIONS I10'-0 1/4" I DETAIL 2 • CONCRETE BORE LOCATIONS CONCRETE BORE LOCATIONS ----=3r--tea L r _J L _J L DETAIL 4 • CONCRETE BORE LOCATIONS HEAVY DUTY UNISTRUT. SEE FLOOR PLAN FOR LOCATIONS 8" dia. BORE FILLED WITH 4000 PSI CONCRETE. , HEAVY DUTY UNISTRUT. SEE FLOOR PLAN FOR LOCATIONS 8" dia. BORE FILLED WITH 4000 PSI CONCRETE. HEAVY DUTY UNISTRUT. SEE FLOOR PLAN FOR LOCATIONS 8" dia. BORE FILLED WITH 4000 PSI CONCRETE. HEAVY DUTY UNISTRUT. SEE FLOOR PLAN FOR LOCATIONS 8" dia. BORE FILLED WITH 4000 PSI CONCRETE. REVISION N V L' RSATILE CONSTRUCTION GROUP LLC. ` Tracy Rood. Suite 810 / New Whiteland, Indiana 46184 Ph:jut em 317.535.3579 Fal: 317.835.3581 email: intoOvenatile-Ilc.com THIS DRAWING IS THE PROPERTY 0= VERSATILECONSTRUCTION AND IS FORDANYE OTHER PURPOSE THAN THE PROJECTFPi DESCRIBED HEREIN �w��A�� LA �B �%// p0. �� STATE 0i' C 5i 1E 0f AL El \��� ""'IjjO �� � �� .El PUN EXISRNG(B) World �j }V(�Yorl _" Wide Motors ,Jryoo East 7Vt11 Street Indianapolis, Indiana a ii I (7 O /� S\✓ 4 REVISED RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and local Codes Oily of Cannel yLL� � Job No- 17021 Date Stamped 01 17.18 Drawn By Checked ey tab Scale:// 1�8"-1' D" Miscellaneous Steel &Concrete Plan Existing Building CAD FILE: G0702IO104 mewllaneous concreted,, CERnI,EO TATE: LIU/-IV/ -125