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Home My WebLink AboutS-010 - FOUNDATION TYPICAL DETAILSm REINF SHALL MATCH LONGITUDINAL FOOTING BARS IN SIZE & NUMBER 3tl a n � F C � u � � z F 0 0 w U C y u Yy�i CONST OR CONTROL JOINT, REF PLAN COL BASE PLATE, REFSCHED SLABISOLATION JOMT COLUMN, REF — SLAB-ON-GRADE, SCHED REFPLAN REF PLAN - ' � �� FF ELEV � REF PLAN a� TOFTG 3 CLR , a H Q w x N p. UNDISTRUBED i�I I I U � FOOTING NATUALSOILOR " REFSCHED REINF,REF ENGINEERED FILL SCHED BEARING ON COMPETENT NATURAL SOIL OR ENGINEERED FILL � 19 oYPsCAL INTERIOR FOOTING - STEEL COLUMN � 5 TYP3CAL�THICKENED SLAB CONSTRUCTION JOINT, REFER TO TVPICAL CONSTRUCTION JOINT � i FOOTMG DOWELS SHALL MATCH REMF IN GRADE, SIZE & NUMBER z �._6 � U W LL w rc . ! I P J � 2 r WHERE SHOWN ON PLAN I INDICATES THIS POINT OF THE STEPPED FOOTING 16 TYPICAL SLOPED FOOTING NOT TO SCALE SLAB REINF, REF PLAN z � d w � L � 1 1 ��"0 . �@24�� &#5 CONT — �`0�� 30 LBS BUILDMC'^' AROUNDCOLUA CLCOLUMN - FOOTING — GROUNDLME I TRENCH O1 — BACKFlLL — � EXCAVATION �� T ---- PER SPECS � . �, �I 1'-6 MIN I ' . . � p _ �t BOTTOMOFTRENCH � . /" —� EXCAVATION SHALL NOT EXTEND BEVOND THIS LME COMPACTED FlLL - - 95% DENSITY 12 PARALLEL EXCAVATION TO FOOTING NOT TO SCALE CONTROL JOINT OR CONSTRUCTION J OINT AT COL CL CONSTRUCTION JOINT, REFER TO TVPICAL CONSTRUCTION JOINT DETAIL CONSTRUCTIO� JOMT SLAB JOINTING AT SLAB JOINTING AT CORNER COLUMNS PERIMETER COLUMNS TYPICAL SLAB-ON-GRADE ISOLATION JOINT 1 Q AT EXTERIOR COLUMNS - STEEL U NOT TO SCALE TYPICAL SLAB-ON-GRADE ISOLATION 14 �OINT AT INTERIOR COLUMNS - STEEL NOT TO SCALE , CONSTRUCTION JOINT SPAC MG AT 30'-0" MAX INSIDE FACE PREFORMED PLASTIC m � ADHESIVE WATERSTO w z Y V Fi � � � 1 6• PROVIDESEALANT � OUTSIDEFACE "T/6 RELEASED FOR CONSTRl1CTI0N Su6jec� �o compliance with all regula�ions of Sla�e antl Local Codes ctyorca�ei ONSTRUCTION JOINT �� `��¢m�' lamn�Ml1 � onrE: 11 /19/19 FORMED 3/4" V-GROOVE, TYP WHERE INDICATED TYPICAL CORNER PILASTER w J ��— — — ' , . w -- K4MIN(T8BOF2 t��,� � m BAR)CONT � � —TVPICALSLABREINF, VAPORBARRIERAS 2L\ REFPLAN REQUIRE�OVER � � PREPARED SUBGRA�E LL a —�" � a d6 CONT WHEN STEP12"T024" � 10"MIN — — — — — —� X SLAB STEP> 6" 8<= 78" �- TVPICAL SLAB w� Q Q w REWF, REF PLAN � a v� vi _ _ z 1 � \ � �_ _ _ — _ — _ � a 3 VAPORBARRIERAS �� 10"MIN REQUIRED OVER PREPAREDSUBGRADE SLAB STEP r- 6" 1 O TYPICAL SLAB STEP NOT TO SCALE CLASSA —CORNERBARS-SIZE& 1'-6" MIN SPACMG TO MATCH HORRONTALREMF ¢ z y � � U � / FlLL EXTERIOR - � � FORMED 3I4" V-GROOVES WITH V-GROOVE, TYP ELASTOMERIC W HERE INDICATED SEALANT, TVP TYPICAL PILASTER HORIZONTAL WALL - CONTROLJOINT SPACING AT 30'-0" MAX REMF I h �� r �U i r PROVIDE �� I - DISCONTINUE SEALANT ALTERNATE HORIZBARS OUTSIDEFACE qTJOINT CONTROLJOINT 13 TYPICAL WALL CONTROL JOINTS NOT TO SCALE ¢ z h � ¢U � NOTES: L THE CONTRACTOR SHALL COORDINATE ALL EXCAVATION OPERATIONS WITH BUILDING FOUNDATION REQUIREMENTS. � HORIZONTAL REINF IN WALLS CORNER DETAIL CLASSA CLASSA 1'-6" MIN 1'-6" MIN �— CORNER BARS - SIZE & SPACING TO MATCH -� HORIZONTALREINF -�— HORIZONTALREINF IN WALLS INTERSECTION DETAIL 9 TYPICAL CORNER BARS NOT TO SCALE � 1I8"x Tl4 I F � SLAB REINF, �� #3x3'-0" AT 18" OC REFPLAN CENTERINSLAB NOTES: 1. LOCATE CONSTRUCTION JOINTS PER SPEGFlCATIONS. TYPICAL CONSTRUCTION JOINT 8 SLAB-ON-GRADE NOT TO SCALE L2x2xil4Wl il4"xi"CONT V2'x4"HSA@ BAR ia oc .��J \ — FLOOR TRENCH REF PLAN FOR LOCATION z z w a � � d z N � TRENGH WIDTH t il � 7 TYPICAL FLOOR TRENCH NOT TO SCALE O z 6x6-W29xW29WWF � � TYPICAL UNO � a � REF PLAN TO CONC � #3 @ 15" 1 0• 1 0• MECHANICAL HOUSEKEEPING PAD 6 AND TOPPING SLAB NOT TO SCALE NOTES: 1. TENSIONDEVELOPMENTLENGTH=Ld LENGTHSLISTEDINTABLEAREININCHES. 2. USE THE ABOVE DEVELOPMENT LENGTH AND LAP SPLICE TABLE FOR BEAMS, JOISTS, COLUMNS, WALLS, SLABS, ETC. WHEN THE 0.EAR COVER IS NOT LESS THAN 1 BAR DIAMETER. 3. WHEN THE CLEAR SPACE BEiVJEEN BARS IS LESS THAN 2 BAR DIAMETERS, MULTIPLV DEVELOPMENTAND SPLICE LENGTHS LISTED IN TABLE BV L50. 4. PROVIDE LAP SPLICE LENGTH BASED ON THE LARGER BAR BEING LAPPED W HEN BARS OF DIFFERENT SRES ARE LAP SPLICED. S FORTOPBARS,MULTIPLVTHEDEVELOPMENTANDSPLICELENGTHSBVI.3. TOP BARS ARE DEFINED AS HORIZONTAL REINFORCEMENT SO PLACED THAT MORE THAN 121NCHE5 OF FRESH CONCRETE IS CAST IN THE MEMBER BELOW THE BAR. 6. MECHANICAL COUPLERS AND WELDED SPLICES IN ACCORDANCE WITH CBC 1912A.14.3 ARE PERMITTED. TYPICAL TENSION DEVELOPMENT AND LAP SPLICE LENGTH FOR NORMAL 5 WEIGHT CONCRETE SCALE: NO SCALE 1I8" x Tl4 5AW ED OR TOOLED JOMT WITH JOMT z SEALER ¢. Fa " � ,.. . .. ' . ",. `, ., �..� w. � I— � --I �— SLAB REINF, REF PLAN NOTE: 1. LOCATECONSTRUCTIONJOINTSPERSPECIFICATIONS. 4 TYPICAL CONTROL JOINT SLAB-ON-GRADE NOT TO SCALE w' — #4@12' CONT WHEN'H'> 8" - #4 CONT WHEN'H' <=8" x • �� it4DWL5@18•' CONC ICUIRB W<= g" W. ' ' #4Q1Y'CONT(EAFACE)WHEN"H•'>8•' � (2 EA FACE MIN) 2-#4 CONT W HEN "H" <= 8" � . � I I I I ��....... if4DWL5@18" CONCICURB W> 8" 3 TYPICAL CONCRETE CURB NOT TO SCALE LOOSE LINTEL SCHEDULE 0'TO 4'-0" L4x4x1/4" 4'-1"T05'-6" L4x4x5/i6" s-r� ro r-s^ �s.a.sn s^ ��w� r-r� ro i a-o^ v.a.sis^ (��v� NOTES: 1. THIS SCHEDULE IS FOR MATERIAL NOT OTHERW ISE SHOW N OR NOTED ON THE DRAWINGS. 2. ANGLES EXPOSED TO THE WEATHER SHALL BE GALVANIZED OR PAINTED W ITH A ZINC RICH PRIMER SUCH AS TNEMEC 90-96. 3. MINIMUM BEARMG SHALL BE 8" EACH END. 2 LOOSE LINTEL SCHEDULE SCALE: NO SCALE LIGHTPOLE AND BASE BV LIGHTPOLE MANUF 1 VT' � (4) 1-1/4"0 F1554 GR 50 GROUT , � � GALVANCHORRODS ♦ ll 48"LONG ¢ � — W- �. , . CONDUIT � _ E Aairy� o � � . u � 3 SETS OF TIES AT TOP OF PIER TIES @ 6" OC FOR LENGTHOF ANCHORRODS FINISH GRADE DOUBLE NUTS � GROUND 6 - i78 VERT BARS W/#4 TIES AT 1Y' OC d4 TIES OR d4 CONTINUOUS TIE PER SCHEDULE (NOTP. PER ACI 318, PIER TIE HOOKS SHALL NOT OVERIAPTHE SAME VERTICAL BARJ— � -�� STAGGER HOOK LOCATION OF � SUCCESSNE CIRCULAR TIES Z� �� ml NOTES: 1. FOUNDATION DESIGNED FOR 120 MPH, 3 SEC GUST. 2. DRILLED PIER SHALL BE CLASS B CONCRETE. 3. REINFORCINGSTEELSHALLBEASTMA615GRADE60. 1 TYPICAL LIGHT POLE FOUNDATION SCALE: 3l4" = 1'-0" 2218 BRVAN STREET. SUITE 200 DALLAS.TX ]5201 www.perklruwilLcom CONSULTANTS GIVIL AMERICAN STRUCTUREPOINT INC. issa snnoEallo srnrioN INDIANAPOLIS. IN 662% STRUCTURAL STANTEC 6080TENNVSON PARKWAV,SUITE200 PLANQ.T% ]5024-6003 MEP SW ASSOCIATES vaa anciFic nve, suire z�oo DALLAS.TX ]5201 LANOSCAPING AMERICAN STRUCTUREPOINT INC. ]260 SHA�EIAN� STATION IN�IANAPOLI$ IN 4fi25fi F00� SERVIGE BOSMA DESIGN SOLUTIONS, INC. ssoi �oNc PRniRiE Ro. suirE ia�-�s� FLOWER MOUND, T%]5022 GONTRAGTOR MEYER NAJEM `,...oP�W w. M�",. ; P�,Q��s,eqEa o}': = ; PEf19pW5Y ; � �,q�'•, STAiEOf jQ � . W ; %.�.eF:�NGI�N:'1� � '�i ��ONA�E�.�• "��q�ninmu�a� �G 4/. �. /5 AYG Zpl7 0 712 512 01 9 PROJECT FACILITY: o INDIANAPOLIS � REHABILITATION ao HOSPITAL � PENNSYLVANIASTAND � CITYCENTERDR F CARMEL, INDIANA46033 U � � DEVELOPER: f � � WB DEVELOPMENT � PARTNERS � 4441 WAIRPORT W FREEWAY, SUITE 330 � IRVING, TX 75062 KEYPLAN ISSUE CHART MARK ISSUE �ATE JOBNUMBER 2221.10�.86 ORAWN AM CHECKE� RZ APPROVEO AM TITLE FOUNDATION TYPICAL DETAILS SHEETNUMBER S-010 "" �n� �T SLAB 'TH,LAP12' � gw o ¢ a < DOWELSTO MATCH WALL VERT REINF SLAB REMF, REF PLAN � #3 @ 24' �. D�i � � � J 1 1 OF2alSCONT— 1'.p•� TYPICAL THICKENED SLAB 11 AT MASONRY WALLS SCALE: 3l4" = 1'-0" �� za@12"OC � 'Z' BAR 1'6"