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Home My WebLink AboutS-300 - TYPICAL FOUNDATION DETAILSFIN. FLR. EL. (SEE PLAN) . . T 8" (MIN.)1'-4" (MAX.). .1'-4" 2'-8" T 8" (MIN.)1'-4" (MAX.). . TTYPICAL STEPPED FOOTING DETAIL SIZE & NUMBER TO MATCH FOOTING REINF. OPTIONAL FOOTING CONFIGURATION TYPICAL SLAB ON GRADE DETAILS CONSTRUCTION JOINT CONTROL 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 ISOLATION JOINT DETAILS CORNER COLUMN EXTERIOR COLUMNINTERIOR COLUMN SEE PLAN SEE PLAN 2"TYP.2"TYP.2"TYP.SLAB CONTROL & CONSTRUCTION JOINT PATTERN (SEE TYP. SLAB ON GRADE DETAILS) PAPER JOINT PAPER JOINT CONC. COLUMN PROVIDE 1/4" PREMOLDED FILLER PROVIDE 1/4" PREMOLDED FILLER . 2" 1 3/4"2" . TYPICAL CHANGE IN SLAB ELEVATION DETAIL8"16" 8" TO 2'-0" (MAX.)12" #4 @ 12" #4 @ 16" SEE PLAN FOR SLAB THICKNESS 2 1 SEE PLAN FOR SLAB THICKNESS#4 @ 12" FIN. FLR. EL. (SEE PLAN).. . .. . FIN. FLR. EL. (SEE PLAN) 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" . . TYPICAL THICKENED SLAB-ON-GRADE DETAIL @ STAIR (2) #5 CONT.8" SEE PLAN FORSLAB THICKNESS 3" CLR. STAIR STRINGER & CONNECTION TO SLAB (SEE STAIR MFR. DWGS.) (SEE ARCH. DWGS. FOR LOCATIONS, COORD. w/ STAIR MFR.) 1 1 2'-0" .. . FIN. FLR. EL. (SEE PLAN) 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 TYPICAL SUMP DETAIL @ SIDE WALL SEE TYPICAL ELEVATOR PIT DETAIL FOR INFO. NOT SHOWN * * COORD. DIMENSIONS w/ PLUMBING/ARCH. DWGS.*. . PIT EL. (SEE PLAN) #9 @ 12" E.W., T&B SEE PLANPIT EL. (SEE PLAN) TYPICAL SUMP DETAIL at CENTER OF PIT **#9 @ 12" E.W., T&B * COORD. DIMENSIONS w/ PLUMBING/ARCH. DWGS. . 1 '-6" SEE TYPICAL ELEVATOR PIT DETAIL FOR INFO. NOT SHOWN TYPICAL ELEVATOR PIT SECTION8"2 1/2"3" CLR.EQUAL EQUAL 8"2'-0" SEE ARCH. DWGS. FOR SHAFT SIZE 1 1 METAL STUD #4 @ 12" E.W.E.F. 12" REINF. CONC. WALL ž4x4x3/8 CONT. w/ 3/4"Ø ANCH. BOLTS @ 2'-0" o/c #9 @ 12" E.W., T&B . 2'-0" FIN. FLR. EL. (SEE PLAN)3" 8".... 4'-0" 5'-0" (MIN.)(ELEVATOR MFR.TO VERIFY DEPTH)SEE PLAN FOR ELEVATION 2'x2' OPNG. FOR HYDRAULIC ELEVATORS ONLY (2) #5 T&B @ EA. SIDE & EA. CORNER PROVIDE DWLS. TO MATCH VERT. REINF. (TYP.) LAP LTS SEE PLANSEE PLAN 1'-0" SHAFT SIZE SEE ARCH DWGS. FOR 1'-0" SEE PLAN CONC. FOUNDATION WALL, REINFORCING & DOWELS NOT SHOWN TYPICAL DETAIL FOR UTILITIES RUNNING BELOW FOOTINGS (DETAIL ELEVATION) 1 11 1 MIN. 2" RIGID INSULATION ALL AROUND (3) #4 #4 S.W.B. EACH SIDE (3) #4 U.N.O.12" THK. FTG.2'-0' MIN. AS REQ'D. 2'-0' MIN.3" MIN.ADJACENT TO FOOTINGS TYPICAL DETAIL FOR UTILITIES 1 1 LINE UTILITY PROVIDE AS REQ'D.PER PROXIMITY &ELEVATION OF UTILITYFINISH GRADE SEE PLAN/SCHEDULE FOR FOOTING SIZE, REINF. & EL. CONC. FOUNDATION WALL (TYP. WALL REINFORCING & DOWELS NOT SHOWN FOR CLARITY) 3 ' - 0 " TYPICAL DETAIL OF CONCRETE COLUMN VERTICAL REINFORCEMENT @ FOOTING FIN. FLR. EL. (SEE PLAN) ® COLUMN & FOOTING ISOLATION JOINT 3" CLR. FOOTING SIZE, REINF. & EL. SEE PLAN/SCHEDULE FOR 3" 3 " DOWELS TO MATCH VERT. REINF. (U.N.O.) 0" (TYP.) 1 ' - 0 " SCHEDULED TIE SPACING U.N.O.LTS3" MAX.2'-0"MIN.U.N.O.ENCASE COLUMN w/ MIN. 3" OF CONC., SAME STRENGTH AS SLAB. COLUMN BASE PLATE DETAIL X (TYP.) X (TYP.) (USE ONLY AT COLUMNS INDICATED) ANCHOR ROD (TYP.) COLUMN BASE ™ A BASE ™ COLUMN (TYP.) ANCHOR ROD B COLUMN MARK WELD SIZE (IN.) A BX (TYP.)X (TYP.)ANCH. ROD DIA. 3/4" 1 1/2" DIMENSION "X" ®®®®MIN. PLATE WASHER THICK. SIZE 1/4" 1" 2 1/4" 3/8" 2" 3" STOP WELD @ TOES OF FLGS. 3"3"3 "3"C5, C6 PU1, PU2 5/16" 5/16" PU3 5/16" TIEBACKS AS REQ'D. BY DESIGN (BY OTHERS) TYPICAL UNDERPINNING DETAIL TYPICAL PLAN NOTE: INFORMATION SHOWN IS FOR CONCEPT ONLY. ACTUAL DESIGN/DETAILING OF UNDERPINNING IS TO BE PERFORMED BY A REGISTERED ENGINEER HIRED BY THE CONTRACTOR AT CONTRACTOR'S EXPENSE. SEALED SHOP DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED FOR REVIEW. SEE DRAWING FOR EXTENT OF UNDERPINNING. 1 -13 23 1 3 2 3 1 3 2 3 1 4'-0" TYP.12"4"'W' + 4" REMOVE PORTION OF EXIST. FTG. THAT PROJECTS INTO NEW STRUCTURE PLACING ORDER OF UNDERPINNING SEE PLAN FOR APPROXIMATE EL. 3" DRYPACK WITH "EMBECO" MORTAR. WALL & FOOTING EXISTING BUILDING NEW UNDERPINNING SHOWN WITH DOTS EXISTING BLDG. WALL & FOOTING TO BE UNDERPINNED NEW 3000 psi CONC. UNDERPINNING. USE HI-EARLY STRENGTH CONCRETE ONLY 2"x4" KEY AT EACH SIDE OF 4'-0" WIDE SECTION OF UNDERPINNING, WITH (3) #5 x 3'-6" DOWELS NOTES: 1) UNDERPIN IN SECTIONS 4'-0" WIDE @ 16'-0" o/c. SEE PLAN FOR PLACING ORDER. 2) ALLOW 72 HOURS CURING TIME BETWEEN DRYPACK OF ONE SECTION AND EXCAVATION OF ADJACENT SECTION. 3) DRYPACK 24 HOURS AFTER POURING UNDERPINNING. 7 1 /2" 7 1 /2 " 7 1 /2" 7 1 /2 " 7 1 /2" 7 1 /2 " 7 1 /2" 7 1 /2 " 7 1 /2" 7 1 /2 " 7 1 /2"7 1 /2" 7 1 /2 " 7 1 /2" .. . 'W' . TYPICAL COLUMN FOOTING WITHOUT PIER ® COLUMN & FOOTING ISOLATION JOINT ANCHOR ™ 3/8x4xLENGTH (TO MATCH BASE ™ DIMENSION) WHERE NORMAL EMBEDMENT IS NOT POSSIBLE THREADED ANCHOR RODS w/ NUT & ™ WASHER, 12Ø MIN. EMBEDMENT (TO TOP OF NUT) 3" CLR. 4" TO BOTT. OF NUT3 " 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.SS ROC PROFE . AI GNNIOLAE RER SASTATE OF 860325 NNID No. A ENI R M I ED EG N TSE Y MOC DE c SHEET TITLE SHEET NUMBER RATIO 101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040 Architect McComas/O'Donnell & Naccarato Structural Engineer 1717 E. 116th Street, Suite 200 Carmel, Indiana 46032 317-580-0402 KEY PLAN B A HOTEL PROJECT NO. SHEET ISSUE SEAL | DATE COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. TRAINING CENTER THESE ARE PROGRESS DRAWINGS, THEREFORE THEY ARE ISSUED PRIOR TO COMPLETION OF THE STRUCTURAL DESIGN AND OTHER DESIGN DISCIPLINES INCLUDING BUT NOT LIMITED TO ARCHITECTURAL OR MECHANICAL DESIGNS; AND AS SUCH, ARE INCOMPLETE BY NATURE FOR THE COMPREHENSIVE SCOPE OF THE PROJECT. ALLOWANCES FOR STRUCTURAL ELEMENTS REQUIRED DUE TO THE COMPLETION AND CROSS-COORDINATION OF ALL OTHER DISCIPLINES SHOULD BE MADE. 1717 EAST 116TH STREET | SUITE 200 | CARMEL, IN. 46032 (317) 580-0402 | WWW.O-N.com | Project No. 7167.0014.00 SHELL & CORE PERMIT SET 10/15/2021 Mechanical / Plumbing Design/Builder Civil Engineer DEEM LLC 6831 E 32nd Street Indianapolis, Indiana 46226 Kimley Horn 250 East 96th Street, Suite 580 Indianapolis, Indiana 46240 Electrical Design/Builder Barth Electric Co., Inc. 1934 N. Illinois Street Indianapolis, Indiana 46202 Kite Realty Group 30 S. Meridian Street, #1100 Indianapolis, Indiana 46204 Owner Republic Airways Holdings 8909 Purdue Road, Suite 300 Indianapolis, Indiana 46268 10/15/2021 2:14:43 PMS-300 TYPICAL FOUNDATION DETAILS 0-N 7167.0014.00 Republic Airways Hotel 12197 N Meridian St. Carmel, IN 46032 1 DESIGN DEVELOPMENT 10/01/21 2 SHELL & CORE PERMIT SET 10/15/21 10/15/21 10/19/22