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Home My WebLink AboutS-501-SLAB-ON-GRADE-&-FOUNDATION-DETAILS---STRUCTURAL-Rev.1� � 5 SAWCUTJOINT °' g REFERTO � a it/S-Saf � � CONC SLAB � °1 ON GRADE � � � TOS EL REFER TO PLAN NOTES. 1. SAW CUT JOINT AS SOON AS POSSIBLE AFTER THE CONCRETE HAR�ENS. THE CONCRETE IS HAR� WHEN THE EDGES OF THE CUT DO NOT RAVEL AN� WHEN THE BLA�E DOES NOT DISLO�GE THE AGGREGATE COMPLETE SAW CUTTING BEPoRE SHRINKAGE STRESSES CAl1SE CRACKING. 2. COORDINATE JOINT W ITH SEALANT MANUFACTURER. � CONTROL JOINT DETAIL 3l4' = 1'-0' I I I I WqSH LINE SEALANT,REFER TO DET ]/S 541 I I I I _-- — I � --_ _-- — +— —��— --_ � , ,� (2) #4 X 4 0" EASI�E,TVP � I I I I — -501 -55' � + � @LEVELI OR TYP —�T---� — — FLOOR DRAIN FLOOR DRAIN DETAIL � 3ia^ = r-o^ ALT �I OF BE (2) k5 JAMB BARS EXTEN� FIILL HEIGHT OFWALLOPENING .,tl. ' • ' •. JAMBSHOWN AT HEA� PFOVI�E (2) #5 AND EXTEND 2'-0' EITHER SIDE OF OPENING JAMB & HEAD • i� CORNER NOTE: PROVIDE CORNER BARS AT ALL IMERSECTIONS. SAME SIZE AN� SPACING AS HORIZ REINF CORNER BAR DETAILS 10 a�a�=r-o� TOOLED JOINT, REFER TO 3/S-5G1 CONC SLAB ON GRA�E 3l4"0 x 1'-4" SMOOTH �OWEL @ 12" OCWI SLEEVE OR PRE-ATTACHED POLYETHVLENECOVERING TOS EL �k REFERTOPLAN PAINT DOWEL WITH o BON� BREPKING COMPONENT � NOTES: 1. PROVI�E CHAIRS AS REpUIRED TO PROVIDE FOR HORIZONTAL ALIGMENT OVER JOINT. 2. WHERE REBAR IS PRESENT IN SLAB, DO NOT TERMINATE REBAR AT JOINT. � CONSTRUCTION JOINT DETAIL � 3I4' = 1'-0" FLOOR�RAINSVSTEM, �, p„ REFER TO MECH WASH y SEALANT REFER AROUND a CONCSOG TO DET]B 541 DRAIN � TOS EL �_ • <. ' : ,� '; F REFERTOPLAN � _ , ' ... � � � ��, (2) t14, REFER � p TO DET 6/5-601 � 2'-0"x2'-0"SQUARE FLOOR DRAIN DETAIL 3ia^ = r-o^ (2) q5 JAMB BARS EXTEN� FULL HEIGHT OFWALLOPENING a - ` • ° "i• • ...�a - •- -i� ^.�. .. i .z .. . • • , . � • JAMBSHOWN 244bLAP • -' � � ATHEADPROVI�E�2)#5 SPLICE � _ _ ANDEXTEND2'-0"EITHER SIDE OF OPENWG INTERSECTION JAMB & HEAD CORNER NOTE'. PROVIDE CORNER BARS AT ALL IMERSECTIONS. SAME SIZE AN� SPACING AS HORIZ REINF CORNER BAR DETAILS 11 aia�=r-o• TYPICAL WALL FTG, REFER TO SECTIONS DOWEL TO MATCH WALL FTG REINF (SIZE 8 SPAQNG) TOF EL � �_ REFER TO PLAN � • �� `+� REFERTO f • � ' �� "NOTE4ITVP� f � � � Z II � REFERTO � I COLUMNFTG�IM-REFER • I NOTE2 x TOFTGSCHEDULE * COLUMN & WnLL FOOTWG PLACEo MONOUTHICnLLY TYPICAL WALL FTG, REFER TO SECTIONS �OWELTO MATCH WALL FTG REINF (SRE & SPACING) TOF EL ' , REFERTOPIAN x � . REFERTO CIASS 6 � CIA55 B < NOTE4(TYP) " LAPSPLICE `� � LAPSPLICE . f; � I 1I �— REFERTO I COWMNFTG�IM-REFER R I � NOTE2 � TOFfGSCHEDULE * COLUMN 8 WALL PoOTING PLACE� SEPERATELY NOTES'. 1. THIS DETPIL ISTYPICAL UNO PoR STRIP FTG IMERSECTION W/ COLUMN FOOTING. 2 EITHER METHO� OF CONSTRUCTION IS ACCEPTABLE. 3. REFER TO DIVISION 31 OF GENERAL NOTES SHEET 5-002 FOR PREPARATION REQUIREMENTS FOR ALL EHRTH BEARING MATERIALS. 4. PROVIDE �EVELOPMEM LENGTH PER TABLE ON 5-002. WALL-COLUMN FTG INTERSECTION vz^ = r-o^ RELEA5E0 FOR CONSTRUCTION Suhjec� �o compliance with all regula�ions 04 S�a�e antl Local Codes City of Carmel y" �n„� ��.�a,�,a' onrE: 06/11 /20 �Q. 9 . '><"'° FOOTWGTOBE SUPPORTEDBV AGGREGATE PIER � x -- ELEMENTS 0 ar �- ¢� . .� f U r z � � ¢ x h 3�" �IA AGGREGATE PIER ELEMENT Om � O m . m AGGREGATE PIER DETAIL irz.= „a. ASHPALTIC JOIM FlLLER CONCDRNE — PAINT �OWEL Wi BOND BREANING COMPOUN� XANOSINGBAR - (2) ph x GONT — \J 3/4"DIAX1'-a"SMOOTHDOWEL 1'-2 �12" � 12" OG WBLEEVE OR PRE- ATTACHE� POLYETHVLENE � WVERING CONC SLAB ON GRADE TOS EL *� �- � - REFER TO PLAN CLASS 8 tAPSPLICE REFERENCE REFER �,P LME TOPLANI �� II • FEINF SIZE 8 �� SPAQNG TO MATCH � p FOOTING REINF I T CLASS B LAPSPLICE REFERENCE REFER TVP LME TOPLANI ~� I TOFEL REFER TO PLAN TOF EL REWF SIZE 8 •� �� REFER TO PLAN SPAQNG TO MATCH p FOOTING REINF � STEP FOOTING DETAIL T � 310•=1�-0• TOF EL REFER TO PLAN TOF EL REFER TO PLAN � SLAB ON GRADE DETAIL n STEP FOOTING DETAIL '� 3l4" = 1'-0' � 3/0.' = 1'-0•' PCC COLUMN �/ _ — CONSTRUCTION JOINT, REFER ID 215-541 _ _ — II _ _ _ COLUMN ISOLATION DETAIL aia^ = r-o^ COMPRESSBLE JOINT FlLLER W ITH SEALANT. REFER TO 10/S-5a1 �c W NSTRUCTION OR CONTROL JOINT REFERT01 82/5-501 SEALANT GROOVE SEALANT EACHFACE � -�•- -.�. .•. -.r - • 9 �r - - e r `�. . �, .�`� �.. �.�.. 1/8"EARTH�AM �a 2x4KEYWAV SOILSI�EOFWALL CUTEVERYOTHER WATERPROOFING CONTROL JOINT HaR�ZBARc�CONSTRUCTION JOINTANE "V" GROOVE DEPTH CONCRETE WALL DETAIL 12 3ia�=r-o� FOOTING TO BE SUPPORTE�BV AGGREGATE PIER ELEMENTS 9 p, 6^ X AGGREGATE PIER DETAIL vz.= r-0. CONSTRUCTION JOINT, REFER TO 2/5-501 PCC CO W MN COMPRESSBLE JOINT FlLLER WITH SEALANT. REFER TO ID1S541 WALL �/ — — — — — i — — — 1 COLUMN ISOLATION DETAIL �a. _ �.-0. NOTP. THIS �ETAIL IS ONLV RE�UIRED WHERE UNSUITABLE BEARING MATERIALS ARE ENCOUNTERED AS DETERMINED IN THE FlELD BV THE ON-SRE GEOTECHNICAL MSPECTOR. a PCC CO W MN OR WALL, �� REFER TO PLAN � � m o �?�w CIP FOUNDATION, � w � "' REFERTOPLAN E%TENDFlLLAMINOFI'�0" QOQ� BEVONDE�GEOFFOOTING � a�aw TOF EL LEAN CONC FlLL (fc> 2000 ¢¢ z � REFERTO PLAN ' psi). �� w z SUITABLE BEARING SOILS PER � z� p o GEOTECHNICALREQUIREMENTS �e > o z w w � �w�� 1 . �1b-1 2� �� _ \ . :� : '" �°> n TYP FDN UNDERCUT DETAIL (AT FOOTING ON NATIVE SOIL) „ „a._,._o. PCC STAIR CIP SOG — SLIDE BEARING PAD �� C • `� �� ° "� 1 �1 LIMITS OF DISTURBANCE: UTILITIES MUST BE OUTSI�E THIS ZONE. IF THI515 NOT THE CASE THE DESIGNER MUST BE NOTIFlED k �• Z• k— p� �, �• Z• STAIR SLAB ON GRADE DETAIL 3/A. _ � Q. BACKERROD,SEALANT AN�I �� BELOW GRADE DETAIL � COLUMNI WALL JOINT DETAIL l�� ara.=r-o. TOS EL _ REFERTOPLAN EXTEND THICKENE� SLAB 1'-0' BEVOND EA SIDE OF PCC STAIR (4) XS PCCOR BACKERRODAN� CIP WALL SE 91: PRECAST COLUMN PCC OR CIP WALL PRECAST COLUMN MSKTD & Associates ArchitecNre I Engineering I Interior Design 1115 Magnavox Way I 930 Nohh Meridian Fort Wayne, IN 46804 Intlianapolis, IN 46204 260432.9337 31I.917.1190 www mskitl com �WGIo 8910 Purdue Rd, Suite 400 Indianapolis, IN 46268 Phone No. 317.735.3349 www.wginacom � ��i! �2�15 ' Na. PE103000 STATEOF .0 �^ U l.i � � O W �� v� U �0 X � � W Z V � � `s .� � � � � �^` �^, i W W � � � Z I� U � PROJECTNO. DATE 7382 10/11 /2019 REV. DATE SET DESCRIPTION BP #4 - Garage / Bridge Structural Package SHEET TITLE SLAB ON GRADE & FOUNDATION DETAILS - STRUCTURAL SHEETNUMBER S-501 ABOVE GRADE DETAIL