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Home My WebLink AboutS403 - 190204-----t -----1----- ----J- - - - - - - - ADDNIONAL / (4)#4x1'-6' / - LIMITS OF SLAB REINFORCING TYP SLAB ON GRADE OPENING SCALE. NTS IF —611 GOING SLAB #3 x 9. METISLAB .A COMPACTED DRAINAGE LONG SLAB w y vsLAB (SEE PLAN) B- MIN 0 SECTION w 0 SEEPLAN n FOR LIMITS 'I N TISLAB a(SEEPLAN)•- ;. ME TO CONT THRU DEPRESSED SLAB AREA B'MIN COMPACTED DRAINAGE FILL SECTION TYP DEPRESSED SLAB SECTIONS SCALE NTS iR" EXP JT MATL CONC SLAB �TISLAB i(SEEPLAN) AA' - EXTER SLAB SLAB SEE CNIR SEE CI IL ' Y ' OPENING INif ICONIC DETAL H/ COLUMNISOLATION CMU/CONC WALL / SEE DETAIL I J TICONC / I TICONC CONIC RAMP I -01U,� \ / o LOWER SLAB I L _ TICONC rNCO4 V COLUMN ISOLATION ,1I -02 ' m CMU WALL SEE DETAIL E p -0 CONSTRUCTION OR w o lddbh CONTROL JT �— ---- — a J S THICKENED SLAB SLAB ONGRADE SLAB DEPRESSION A ��\) SEE ARCH SL48 MARK SEE SCHEDULE TYPICAL SLAB ON GRADE KEY PLAN SCALE:NTS NOTE: KEY PLAN ILLUSTRATES CONSTRUCTION CONCEPTS ONLY. SEE PLAN FOR ACTUAL DIMENSIONS AND ARRANGEMENTS. FOUNDATION WALL, SEE CONIC PIER 9(BELOW) Q FOUNDATION PLAN FOR ACTUAL CONDITION 1 ADDITIONAL OPENING IN I #4x1'-6' SLAB I EACH CORNER -- - --------- ---- l^r FT 11 s I 1 / -NTH- WRAP HISS wl 112"EXP JT MA7'y COLUMN COLUMN L ___I___ J POUR STAB, DCOL GOUT—�- /--J AREA AROUND COLUMN w F-q4, INFILL WITH CONCRETE 'Pco y AFTER SLAB HAS CURED #4x1'-6"CENTERED VAPOR RETARDER FORMED KEY GONG SLAB TISIABr i(SE COMPACTED GRANULAR FILL III- I I i I ITT I COMPACTED SUB GRADE TYP SLAB CONSTRUCTION JT SLAB THICKNESS MAX JT SPACING JOINT DEPTH 4' 13'-0" r S" 1S'-0" 1 fl4' 6' 75'-0- 7 71Y 7- 78' W 7 3l4' 8" 20'-0' 2" 9- 24'-0' 2114- 10' 3'-0' z .1.1'-0" 25'-0" 3" CONTROL VAIORRETARDER JOINTS CONIC SLAB 12 HOURS OF SLAB POUR TISICAB 112'EXP JT MATT IN SLAB NOTE: �g, SLAB CONTROL Jr, ALTERNATE FOR HSS COL CONTRACTOR TO PROVIDE CONTROL JOINT LAYOUT, BASED ON MAXIMUM JOINT SPACING, UNO. '4�qc TYP AT ALL TYP SLAB CONTROL JT COLUMN LINES TYP COLUMN ISOLATION JOINT n TYPICAL CONCRETE SLAB JOINTS SCALE NTS 0 WRAP HSS wl iR" EXP JT MAT \\ / COLUMN COLUMNVIIZ' \ AB, LEAVING OUT OUNDCOLUMN. #4x1'-6"CENTERED SLAB CONTROL JT,TH CONCRETE IN SLAB TYP AT ALLLAB HAS CURED COLUMN LINESATL ALTERNATE FOR HSS COL TYP COLUMN ISOLATION JOINT SCALE: NTS INTERIORSLAB 12" EAR JT MAT'L TISLAB CONC SLAB THRESHOLD EXTERIORSLAB NOTE: COORD LOCATION OF THRESHOLD wl ARCH AA& SLOPE DWGS PERIMETER — GRANULAR INSULATION - FILL SEEARCH FOUNDATION #5 x 16� @AT OC TYP SECTION AT ENTRY SCALE: NTS _ INTERIORSLAB EXTERIORSIAB 1 /2' EXP JT MAT'L E (3) PER DO R OC MI CONIC SLAB G/ SLOE (3)PER DOOR MIN CMUICONC WALL TISLAB n a(SE PLAN) PERIMETER GRANULAR N INSULATIO` FILL SEEM RCH FOUNDATION #5 x 1 r@48"OC RELEASED FOR CONSTRUCTION )N JT AT WALL I{ TYP SECTION AT EXTERIOR SLAB Subject to compliance with all regulations • SCALE: NTS of State and Local Codes City of Camlel DATE: 06/17/19 SCALE: NITS REINF ALL INTERIOR MASONRY WALLS OVER 12'- W HIGH WI #5 @ 4'-0' OC, UNO #5 x I DOWELS, U S)#SCONT Ala rr _ TYPICAL THICKENED SLAB SCALE: NTS THICKEND PORTION OF SLAB TO BE TWICE THE SLAB THICKNESS CALLED OUT ON THE PLANS CONCSLAB METAL CONSTUCTION JOINT TISTL KEY HSEE PLAN) COMPACTED DRAINAGE FILL E 7 I r. �YII� I �YYYYY I.. Iy1 I I YYYYYYYY - II YYtitiv�vvY Yv�Y �v �ti-r i BOTTOM OF RAMP TYP CONCRETE RAMP DETAILS SCALE: NTS COL MARK, SEE SCHEDULE P16= PIER MARK, SEE SCHEDULE FOR ACTUAL Si TIP TOP OF PIER ELEV SASEPLATE AND ANCHOR ED TIP-0-8" �y RODS R= COL FTG MARK, SEE SCHEDULE I ay/ r I TIF=TOP FTG ELEV F4 TIF -e0 -- I I I LL L--J TISTL CONCRETE MASONRY UNIT WALL(MW) SEE SCHED FOR SIZE AND REINF I ROCHE REPRESENTS SEE PLAN) I MASONRYWALL TAN=TOP OF WALL ELEV I SPOT ELEV INDICATES CONCRETE WALL(CW), SEE SCHED \ I INDICATESEDGE TOP OF CONIC FOR WALL iHIGCNESSAND REINF \ \i OF WALL FTG -- INDICATES EDGE OF WALL _ \\WB FTGUNDERFLOOR- �- -� C TN/-0'-8' J L H POCHE P16 WF24T -2'8" 1 REPRESENTS F4 2 S401 CONCRETE WA.gETE WALL FTG (WF), SEE S401 SCHED FOR SIZE AND REINF INDICATES PLAN DETAIL 77F= TOP OF FTG ELEV INDICATES SECTION CUT 12 r COL GRID, COLUMNS CENTERED ON GRID INTERSECTION, LAND FOUNDATION PLAN LEGEND SCALE:NTS COL GRID, COLUMNS CENTERED ON GRID INTERSECTION, UNO BEAM CAMBER NUMBER OF � SHEAR STUDS INDICATESSEAMSIZE INDICATES JOIST SIZE IACICATESPIANDETAIL TIJOISTGIROERELEV / JOISTGIROERSIZE (UNFACTORED) HORIZ SRIOING "X"BRIDGING --� 12 EDGE OF DE OPENING THRU DECKAND FRAMING INDICATES SECTION CUT TOP OF STEEL ELEV AT ERIC INTERSECTION a \/ Y UNFACTORED o RE413TIONINKIPS z QY nz TOP OF STEEL ELEV y� 3 INDICATES BEAM SIZE 2 JOIST SIZE I - INDICATES KNEE BRACE Y 2 MOMENT CONNECTION INDICATES BRACING 5507 INDICATES BRACING ELEVATION FRAMING PLAN LEGEND SCALE: NTS COL GRID, COLUMNS CENTERED ON GRID INTERSECTIONS, LAND INDICATES FRAMNG MEMBER AND SPACING TRUSS T2 94 2'-0' OC INDICATES BRG WALL INDICATESHEADER BELOW BELOW INDIC1 MEMBER FRAMING MEMBER FACTORED L' I I I I rl GIRDER TRUSS REACTIONINKIPS 1 'i '+s 1 S401 �' COLUMN M4PoC z SEE INDICATES ROOF a II INDICATES FRAMING MEMBER SCHEDULE - OVERBUILD "' SEE AND SPACING TOP OF o m D I I TIBRG WALL BEAM aw I I t(72'-0') d U2 z o I rwn ` ELEVATION TAG a BE4MSRE p I, INDICATES PLAN DETAIL INDICATES ROOF INDICATES FRAMING w MEMBER SEE AND INDICATES AD BEAM FRAMES z SPACING INTO SIDE OF COLIPOST i O p S INDICATES ERG WALL INDICATES WDBEAMFRAMES z 3 BELOW OVER TOP OF CGIPOST "D rz m bG o a C zy INDICATES BUILT UP COLUMN 2x7 m at 2 n INDICATES INDICATES OPENING IN FRAMING MEMBER FRAMING SIZE WOOD FRAMING PLAN LEGEND SCALE: NTS CURRAN ARCRITEOTRRE 6925 EAST 96TH ST., SUITE 105 INDIANAPOLIS, IN 46250 O :: 317. 288. 0681 F :: 317. 288. 0753 McCOMAS ENGINEERING Structural Engineers 1717 East 1 16th Street, Suite 200 Carmel, Indiana 46032 317-580-0402 W Ww.mccomaseng.com MEI 18263 No. 860325 STATE OF xal xx� I/AVAC � nl,umA THIS DRAWING AND THE IDEAS. DESIGNS AND CONCEMS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUCAL PROf4RTY OF CURRAN ARCHITECTURE. AND wRc NOT TO BE USED DR REPRCIF) . WHOLE OR IN PART. WITHOUT THE WR TTFN CONSENT DF CURR,.N ARCH T.CTxa R.. C®PrRIGHT 2013. CURR.a RCH TECTURE PROJECT INFORII PLAYSCHOOL A-F LEGACY GYM AE>E>ITION 14454 COMMUNITY DRIVE CARMEL, INDIANA 46032 REVIEW SET 11.16.18 BID SET 11,26.18 PERMIT SET 02.04.19 S403 18263-MEI