Loading...
HomeMy WebLinkAboutTypical Foundation DetailsFIN. FLR. EL. (SEE PLAN) FIN. FLR. EL. (SEE PLAN) FIN. FLR. EL. (SEE PLAN) FIN. FLR. EL. (SEE PLAN) FIN. FLR. EL. (SEE PLAN) FIN. FLR. EL. (SEE PLAN) FIN. FLR. EL. (SEE PLAN) FIN. FLR. EL. (SEE PLAN) FIN. FLR. EL. (SEE PLAN) T.O. WALL (SEE ARCH.) FIN. FLR. EL. (SEE PLAN) TYPICAL TURNED DOWN SLAB DETAIL SEE PLAN FOR SLAB THICKNESS FINISHED GRADE #4 @ 12" CONT.#4 @ 24" 2'-62'-6 3'-0" (MIN.)5"8" FIN. FLR. EL. (SEE PLAN) TYPICAL SLAB ON GRADE DETAILS CONSTRUCTION JOINTCONTROL JOINT METAL KEYWAY BY FORM-A-KEY PRODUCTS OR EQUAL (INTERRUPT MESH AT JOINT) SAWCUT (GREATER OF 1" AND 1/4 OF SLAB DEPTH) WITHIN 12 HOURS OF POUR (DO NOT INTERRUPT MESH) SEE PLAN FOR SLAB THICKNESS 6"NOTE: CONTROL JOINTS/CONSTRUCTION JOINTS SHALL CREATE PANELS OF 225 SQ. FEET (MAXIMUM), WITH PANEL ASPECT RATIOS NO GREATER THAN 1.5 TO 1.3 1/4"2"(TYP.)TYPICAL DEPRESSED SLAB DETAIL 1'-0" SEE PLAN FOR SLAB THICKNESS (TYPICAL) 8" MAX. SEE PLAN FOR ACTUAL DEPRESSION FIN. FLR. EL. (SEE PLAN)6"..NEW SLAB ON GRADE CONNECTION TO EXISTING SLAB ON GRADE TYPICAL DETAIL GRIND EDGE OF EXISTING SLAB SMOOTH #4 x 12" @ 18" DOWELED INTO MID-DEPTH OF EXISTING SLAB w/ HILTI ADHESIVE SYSTEM 6" HAND-TOOLED JOINT; FILL w/ SEALANT OR JOINT FILLER IF REQUIRED PER ARCH. DWGS. NEW SLAB EXISTING SLAB EX. SLAB RAILING (SEE ARCH.) 4"8"8"#4 CONT. x#4@ 12" 2'-0"8"1'-8" 1 1 #4 DOWEL EPOXIED 4" INTO EX. CONC. SLAB x#4@ 12"8"1'-4"EX. SLAB #4 CONT. x#4 @ 12"8"1'-8" 1 1#4 @ 18" OC DOWEL 4" INTO EX. CONC. SLAB w/HILTI HIT-HY 200 ADHESIVE EX. SLAB GEOFOAM EPS 22 DOWEL 2 3/4" INTO EX. CONC. SLAB w/HILTI HIT-HY 200 ADHESIVE LIFT (SEE ARCH.) EX. SLAB #4 CONT. x#4 @ 12"8"1'-8" 1 1 #4 DOWEL EPOXIED 4" INTO EX. CONC. SLAB x#4 @ 12"8"1'-4"EX. SLAB 4"8"8"1'-0" 2'-0" #4 @ 12" OC DOWEL 4" INTO EX. CONC. SLAB w/ HILTI HIT-HY 200 ADHESIVE 1'-0"8"EX. SLAB TYPICAL COLUMN FOOTING WITHOUT PIER ® COLUMN & FOOTING ISOLATION JOINT DOUBLE NUT w/ WASHER THREADED ANCHOR RODS w/ NUT & WASHER 3" CLR. 4" TO BOTT. OF NUT 3"3"SEE PLAN/SCHEDULE FOR FOOTING SIZE, REINF. & EL. ENCASE STEEL w/ MIN. 3" OF CONC., SAME STRENGTH AS SLAB, AFTER STEEL IS ERECTED FIN. FLR. EL. (SEE PLAN) 1" TO BOTTOM OF BASE ™ 3/4" GROUT 1/4" LEVELING ™.....1'-0"U.N.O.SEE ARCH. #5 @ 12" E.W. 8" CONC. WALL SEE PLAN/SCHEDULE FOR FOOTING SIZE, REINF. & EL. (TYP.)3'-0" (MIN.)3" CLR.consultant project title seal project no. sheet title drawn client issue date checked 10 South Eighth Street Minneapolis, MN 55402 t 612_339-2257 sheadesign.com 450 EAST 96th STREET SUITE 175 INDIANAPOLIS, INDIANA 46240 PHONE: 317.580.0402 WWW.O-N.COM PERMIT DRAWINGSPERMIT DRAWINGS 05/10/202305/10/2023 5/15/2023 4:00:15 PMAutodesk Docs://0361.0006.00/0361.0006.00 Struct O-N R22.rvt8778.00 KLS TMM TYPICAL FOUNDATION DETAILS S-300 © 2023 shea, inc. DEMO PERMIT 2023-04-12 ABDERDEEN 150 W. 96TH STREET INDIANAPOLIS, IN 46260 Section S-300 1Section S-300 2 Section S-300 3 Section S-300 4Section S-300 5 no.date issued for