The URL can be used to link to this page

Home My WebLink AboutS402 - SLAB ON GRADE LEGENDRELEA5E0 FOR CONSTRUCTION Suhjec� �o compliance with all regula�ions 04 S�a�e antl Local Codes City of Carmel r �un��V l�rc�alols�. � DATE: 0��06�20 EXTERIOR SLAB Y SEE CIVIL OPENINGIN 1 I SLAB SE� DETAILHi COLUTANISOLATION / SEE �EiAIL D TIC�NC � \ / o,o. II J I TICONC I _p..�jp,� � LOWEft SLAB TICONC `---- ��-- � _ / _— �2 � TICONC CMUWALL COLUMN ISOLATION ' m SEEDETAILE � ' -�'-0" CONSTRUCTIONOR ___ _ CONTROLJT �— — a J � � SOG�i THICKENEDSLAB SLABONGRADE A � SLAB OEPRESSION = SEE 2 � ARCH SLAB MARK SEE SCHEDULE TYPICAL SLAB ON GRADE KEY PLAN $CALE:NTS NOTE: KEV PLAN ILLUSTRATES CONSTRUGTION CONCEPTS ONLY. SEE PLAN FOR ACTUAL DIMENSIONS AN� ARRANGEMENTS. FOUN�ATION WALL, SEE FOUNDATION PLAN FOR ACTUAL CONDITION I I I I qDDITIONAL � I I �PENINGIN �I I kGx1'-6"@ I I S�AB I I EACHCORNER ----�-- ---- --L --- -- — --------- I I I I � CONGPIER�BELOW� 1/0" SAW N CONTROL JOINT, ALL VAPORRETARDER JOINTSSHALLBESAWNWITHIN I I I � _ _ _ �r, �rr.� uon CONCSLAB 12HOURSOFSLABPOUR i_ i v� I y/� m4.rvo 13_0.�n ' .. .. . TISLAB� I I I I � � � � 5" 15'-0" �114" � �=�'- +�SEEPLAN) iI I I ` WRAPH�LEAVI I COLUMN '. �B illT "' - I I I I PSqS L ------ J INFlLLWITH NGOUT 8' p0- 3d COMPACTEDGRANULARFlLL r I I m 112' EXP cJi GG \ / I I I I �9 q AFTER SO BND SOLU E� `+ / 9� 25 a Z _ _ _ _ I I I \ � ppxp-6"CEMERE� p 5_ 214 COMPACTEDSUBGRADE ----Y— --- --Y---- ---- --------- ---- N O CONCRETE —_—__J 24 0 21R, i �, ,— _i i I—I I I—I i, C COLUMN I POURSLAB, '0" _ �• �• — • �,� Z5� �� 3• ADDITIONAL � � I II �,c0 il2"EXPJTMAT'L INSLAB NOTP. (4�p4x1'6" I I \ � I ' CONTRACTORTOPROVIDECONTROLJOINTLAYOUT.BASEDONMAXIMUMJOINTSPAqNG,UNO. I I I I �q s�ne comiRo� dL ALTERNATE FOR HSS COL � uMiisoFs�ne �Fq n'PATA« TYPSLABCONTROLJT REINFORCING �O� COLUMNLWES TYP SLAB ON GRADE OPENING n TYP COLUMN ISOLATION JOINT � TYPICAL CONCRETE SLAB JOINTS SCALE:NTS CONC SLAB �3 x�@ 12" OC � 9„ N3CONT TISLAB •(SEEPLAN) � � � COMPACTE� � � r DRAINAGE FlLL —I 2— w r`"n wr KU (� 2 oz �a6 ¢ CONC SLAB w TISLAB r �(SEEPLAN) 0 SECTION o� � SEE PLAN a N FORLIMITS� rrsu�e o � +�SEEPLAN) �•-� r r WVJF TO CONT THRO I I I I I SCALE:NTS \—_ WRAP HSS w/ — V2" EXP JT MAT'L VAPORRETARDER PoRME�KEV CONC SIAB ^ � .. TISIAB� � / �., �' � *(SEEPLAN) 7 WMPACTE� GRANULAR FILL ��y��?yii5��i� I- � � — 11—II — COMPACTE�SOBGRA�E TYP SLAB CONSTRUCTION JT I + �� i r �o��MN COLUMN II \ POUR SLAB. LEAVING OUT AREAAROUN�COLUMN. � MFlLLWITHCONCRETE #4x1'E"CENTERE� SLAB CONTROL JT, qFTER SlA6 HAS CURED IN SLAB TVP AT ALL cowMN �wes v2�� exP dT Mnr� qLTERNATE FOR HSS COL TYP COLUMN ISOLATION JOINT � SCALE:NTS INTERIOR SLAB u VY EXP JT MATL TISLAB @THRESHOLD � a�SEEPLAN) CONCSLAB � '.�� .,—• � ,� �EPRESSEDSLABAREA 8"MIN COMPACTED DRAINAGE RLL SECTION TYP DEPRESSED SLAB SECTIONS SCALE:NTS CONC SLAB 115� LAB (SEEPLAN CMU/CONC WALL TYP EXPANSION JT AT WALL SCALE:NTS PERIMETER INSULATION- sEEnRCH EXTERIORSLAB NOTE cooRo �ocnrioN oF THRESHOLDwiARCH k,� SLOPE DWGS TISLAB� ��. � � �� ♦(SEE� . ilW � � � � TYP SECTION AT ENTRY GRANULAR FILL FouNonnoN -p5x �m @48"OC SCALBNTS INTERIORSIAB EXTERIORSLAB 1/2' EXP JT MAT'L \\\ #Sx3'-0" @ 12" OC CONCSLAB �j.'�Q SLOP �E (3)PERDOORMIN // r�s�na„ :. � ° ,_ *(SE� PERIMETER � GRANULAR INSULATION- FILL SEE ARCH FOUN�ATION f15 % ��6�, @48"OC TYP SECTION AT EXTERIOR SLAB SCALE:NTS SCALE:NTS E%TERIOR SLAB �SEEQVIL � I _� � CMU/CONC WALL o� � CONCRAMP WALL CENTERED ON THICKENED SLAB REINFORQNG CONCSLAB SEESCHE�ULE ��a �' � � r-� � -', �M_. � . . . - . . . .+ � � 0 ' SEE SCHE�ULE TYPICAL THICKENED SLAB SCALE:NTS CONCSLAB � METALCONSTUCTIONJOINT TISTL KEV �+�SEEPLAN) � � � � COMPACTED �RAINAGE FlLL TOP OF RAMP CONC SLAB METALWNSTUCTIONJOINT KEV TIBTL� — r —� r r —i �� BOTTOM OF RAMP TYP CONCRETE RAMP DETAILS S SCALE:NTS ,McCOMAS/ O'DONNELL& NACCARATO _ SiRIICTIIRAI ENf,INEERS 0'OONNELL 8 NACCARATO, MC. 1717 EAST 116ih STREET I SUITE 200 I CARMEL. IN A6032 (31])580-04�2I WWW.O-N.wm I ProjeclNo.]080.0004.00 COL MARK. SEE SCHEDULE P16=PIERMARR,SEESCHEDULE �FORACiUALSIZE, T/P=TOPOFGIERELEV � BASEPLATEANOANCHOR Pifi T/P-�'8" 6 RODS � Po= COL FTG MARR, SEE SCHEOULE i c,5 T/F=iOGFTGELEV \� Po TIF-2'-B' �'/ � r--X � LL� i i � I I FI L_—J � a CONCRETEMASONRYUNITWALL(MW) �� 3 T�ST� SEESCHEDFORSIZEANDREWF �SEEPLAN) � I POCHEREPRESENTS TNJ=TOPOFWALLELEV I MASONRVWALL I SPOT ELEV INDICATESCONCRETEWALL (CWJ, SEE SCHED \ I INDICAiES EOGE TOPOFCONC FOftWALLTHICKNESSANDREMF �\ I OFWALLFTG INDICATESEDGEOFWALL \ � FTG UNOER FLOOR SLAB �-� C 8 T/W -0'-0" _- - -� . �-------- .. .. _ . ... _ .. . - H POCHE P18 WF24T/ -2'�'• � ftEPRESENTS Po 2 5601 CONCftEiEWALpETEWALLRG(WFJ,SEE 5401 SCHEDFORSIZEANDREINF �N�ICATESPLANOETAIL � T/F=TOP OF FiG ELEV INDICATESSECTIONWT 12 � COLGRID,COWMNSCENTERED ONGft101MEftSECTION, UNO FOUNDATION PLAN LEGEND SCALE:NTS 11 72 EDGE OF DECK. COLGRIQWLUMNS . a PERIME7ERANGLE CENiEftEDONGRID W�4"ZZ WTERSECTION, UNO *23'-0" OPENING THRU — OECKANO FRAMING BEAM CAMBER __ a ,y — INDICATESSEC710NWT V - NUMBEROF ��' — � SHEARSTUDS `� � 5401 INDICATES BEAM SIZE �� — i0G OF SiEEL ELEV AiGft101MEftSECTION INDICAiESJ01STSIZE �Z4-0� ^ � s x ` UNFACiORE� �oo REACTIONINKIPS INDICATES PLAN DETAIL ¢� � oaQ iOGOFSiEELELEV T/JOISTGIRDERELEV �' �� = � r � INDICATES BEAM SIZE JOISTGIRDERSIZE �� I 32LH12 JOISTSIZE (UNFACTORED) — HORIZ BRIDING �� q I J �NDICATES KNEE BRACE \/ I /\ x�sRiocimc � � wt4x22+2a'o' p 2 MOMENiCONNECiION INDICATES BRACING 5501 \ ` INOICATES BRACINGELEVATION FRAMING PLAN LEGEND SCALE�.NTS ��`,.� �.� , PEDCOR DESIGN GROUP LLC Architec[ure / Pmject Management. 355 City Center Drive Carmel Indiana 46032 3177057979 (phone) 317.705.7980 (fax) Engineer: ��1�t1� �M � C� �'PF 5 p � � :' `� No a 860325 - � s.A.E oF � = ; c��/�A` ��:; ��,�� BY: � � � � �^ y � � � KEY PLAN � Bldg 1 Noa.x Developer: P E D C O R �� e� DEVELOPMENT CO. Project: — I � O � �L �� r � � 0 ♦^ U � V� � Z W�� J � W U U � � Q J " m � � xt [rvrs CONSTRUCTION DOCUMENTS Set Issue Date Sheet Issue Date 03/1312020 03/13I2020 �fKWs By: CheaRHd By: Last Revision Date: No. �ate �escription 0 Project Number: M/0&N 7080.0004.00 Sheet Title: SLAB ON GRADE LEGEND Sheet Numbec 5��