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HomeMy WebLinkAboutS-301 - FOUNDATION SECTIONS AND DETAILSE m RELEASED FOR CONSTRl1CTI0N Su6jec� �o compliance with all regula�ions of Sla�e antl Local Codes City of Carmel �i `��¢m�' lamn�Ml1 � onrE: 11 /19/19 NOTE FOR MFORMATION NOT SHOWN,REF2/5301 BRICKVENEER,SEEARCH � APPRO%GRHDE. SEECIVIL — — � PRovioEORniNncEnNo: — WATERPROOFING BEHIND - WALL.SEEARCHBCIVIL�= — CONTRACTOR OPTION TO PROVI�E 4"SOLI� CMU FORPORTIONSOF --- VENEERMORETHANB" - - BELOWFINALGRA�E � _- � 6" � --- p4 @ 8" OC HORZ � - p4%4'-8"@8"OCVERT SLAB-ON-GRADE.SEE PLAN TOSCEL ,� S� �BACKFlLLPERGEOTECH WATERSTOP.iVP � TOP OF FTG EL ,� SEE PLAN 14 TYP SECTION @ PERIMETER CONT FDN SCALE: 3l4" = 1'-0" NOTE. FORINFORMATIONNOT SHOWN REF2/5-301 TOP OF FTG EL A 5� z wQ `� a 13 TYP SECTION @ INT WALL SCALE: 3/4" = 1'-0" (2) � p5 CONT BAR, TVP . %4x 'p" n , MATCH WALL STEM VERT REINF SPACING —SLAB-0N-GRA�E. SEE PLAN roscE� ,� � PROVIDE N4 X 24"HAIRPINS AT STEM WALL TERMINATION SEE PLAN AND FOOTING SCHE�ULE FOR COLUMN FOOTING SIZE AN� REINFORCING SPREAD FOOTING SCHEDULE FOOTING 'C 'W' T' BOTTOM REINF MARK LENGTH WIDTH THICK FSA Y-0" 5-0" 1'-0" &k6EW BOT FSAL S-0" 5-0" 1'-0" 5-#6 EW TOP & BOT F5.5 S-6" 5-6" 1'-0" 6-#6EW BOT F6.0 6'-0" 6'-0" 1'-2" 6-#6EW BOT F6.5 6'-6" 6'-6" 1'-2" A#6EW BOT Fzo r-o° r-o° r-z° �-us ew eor F]AL ]'-0" ]'-0" 1'-Y ]-#6 EW TOP & BOT A.5 1'-6" T-6" 1'-4" 8-#6EW BOT F8.0 8'-0" 8'-0" 1'-4" 8-#6EWBOT FS.OL 8'-0" 8'-0" 1'-4" 8-k6 EW TOP 8 BOT F8.5 8'-6" 8'-6" 1'-6" 9-#6EWBOT FSSL 8'-6" 8' 6" 1'-6" 9-#6 EW TOP & BOT F9.0 9'-0" 9'-0" 1'-6" 9-#6EWBOT F9.5 9'-6" 9'-6" 1'-8" 10-#6 EW BOT F9.SL 9'-6" 9'-6" 1'-8" 10-k6 EW TOP & BOT 1 � SPREAD FOOTING SCHEDULE SCALB NO SCALE CONTROLJOINTAT COWMNLEAVEOUTS � FLOOR SIAB AN� REWFORGNG i SEEPLAN � � i mi � a (2) -NS CONT BAf2, TVP il4x rvI—I�OWEL�18"OC —SLAB-ONGRADE SEE PLAN TOSC EL SEE PLAN 7 �. � ID FOOTING EL� � � . .. � � � , SEE PLAN I �� SEEPLANAN�FOOTING SCHE�ULE FOR COLUMN FOOTING 5¢E AND REINFORCING 11 TYP INTERIOR PILASTER SCALE: 3/4" = 1'-0" SEE PLNN O 1 FACEOFBRICK— g5B" —STEEL COL ON BASEPLATE ON NONSHRINKGROUT- SEE PLPN SEE 01/5301 PPPROXGRA�E. � $EE CIVIL � � — -�3� �4x n � � EA WAV @ LATERAL SEE 2/5301 FOR — BASEPLATES STEMWALLREINF � THROUGHPIlASTER- -^ 1'-0'TVPON3SI�E5 OFPILASTER,UNO COLUMNFOOTING- � �REINFW(THREESETSOFp I�� SEEPLANAN� i 3TIE5�6"OCAN�(10)-i18 SCHEDULE �RT W/ST� HOOK BELOW . FOOTING REINF Q w �+ . ' . . . - . .. . .. ,,: EQ EQ 1 O TYPICAL EXT PILASTER SCALE: 3l4" = 1'-0" 85/8". 1'-23/4". 85/8". } i i i BRICKVENEER, SEEARCH GROUT SOLI� BEHIN� VENEER � naaRoxcRnoe.. $EE�I�I� ♦ _ CONC STEM WALLWI °5 VERT BAR W/ STD ACI HOOK @ 9" OC AN� p5 HORZ BAR @ 9" OG. EA SIDE FOOTING, SEE PLAN STEELCOLUMN �i STEELBASEPIATEASSEMBLV. 'i I SEEBASEPIATESCHE�ULE I24"X 24" PILASTER, UNO Wl TWOSETSOFN3TIESQO OC �� � �� � AND(AJ�fIBVERTWIST� HOOK BELOW FOOTING REINF TOSC EL � � - � - ,. � SEEPLAN 5 �" (ai-uaxl-l� � EA WAV @ LATERAL . . BASEPIATES - , � �� ��- BACKFlLLPERGWTECH � 11P2"CONTSHEARKEV � � W/WATERSTOP.NP ` TOPOFFTGEL � � HOOKVERTBARS BELOW CONT FOOTING REINF (ALTERNATE BAR HOOK DIf2ECITONJ FTGWIDTH.SEEPLAN85CHEDULE ` 9 TYP SECTION @ PERIMETER CONT FDN SCALE: 3/4" = 1'-0" NOTP. FORINFORMATIONNOT SHOWN,REF2/5�301 C6x82 CONT �� C4x5.4@4'-0" OC - B Sl8" EO5 �� TVP, UON BRICK VENEER. SEE ARCH — GROUT SOLI� BEHIN� VENEER APPROXGRA�E. . SEECIVIL `_, I ��' : L6e4e3I8eT�0" Q 4 0 OC Wl(2)-Sl8"HXB HSA� e"OCVERT&(1)p4X18" � � DBA HORZ CENTERED �r� TO SILL EL SEE ARCH SLAB-ON-GRADE SEE PLAN TOSC EL SEE PLAN 1 0" #3@i 60 � TOP OF FTG EL � ��� � ..� � l f I I I,,,I I I,,,I I I,,,I I I,,,I I I,,,I I I,,,I I I'. 8 TYP STRUCTURAL SILL SCALE: 3/4" = 1'-0" NOTP. FORINFORMATIONNOT SHONM,REF2/5�301 TOSC EL. SEE CIVIL 1/2"ID x 26" SMOOTH DOWEL @ 9" OC EXTERIOR PAVEMEI SEE CIVIL PREFORMEDEXPAI JOINT MATERIAL AN SEALANT, SEE ARC4 SLAB-ON-GRADE.SEE PLAN TOP OF FTG EL � � 7 TYP SECTION @ EXT CORRIDOR SCALE: 3/4" = 1'-0" GLAZING SEE AR CONCRETECURB REINF PER 3l S-[ APPROXGRADE. SEE CIVIL NOTE'. FORINFORMATIONNOT SHOWN, REF2/5301 OC VERT tZ SIAB-ON-GRA�E.SEE PLAN TOSCEL ,L � TOP OF FTG EL ,L � BRICKVENEER, SEE p6 %6'�0" @ i6" OC 24 NA x '�" � DOWE MATCH WALL STEM CONT BAR, iVP AB-ON-GRADE. SEE PLAN TOSC EL SEE PLAN —1 1Y2" CONT SHEAR KEV W/WATERSTOR. NP TOP OF FTG EL SEE PLAN 4 TYP SECTION @ PERIMETER CONT FDN SCALE: 3/4" = 1'-0" ARCH OPENING.. SEE ARCH 1/2"ID x 2A" SMOOTH �OWEL @ 9" OC EXTERIOR PAVEMEI SEE CIVIL PREFORME�E%PA JOMT MATERIAL AN SEAIANT. SEE ARCI NOTE'. FORINFORMATIONNOT SHONM,REF21S301 NOTP. FORINFORMATIONNOT SHONM FEF2/5�301 SLAB-0N-GRADE, SEE PLAN TOSCEL � � TOPOFFTGEL � � 3 TYP SECTION @ EXT GLAZING SCALE 3/4" = 1'-0" 8 SB" EOS TVP. UON � NS CONT BAR. iVP 24 eRicKVENEER,sEEnRCH - na� �r oowE���s°oc. MATCH WALL STEM WALL REINF GROUT SOLI� BEHIND VENEER SLAB-ON GRADE SEE PLAN APPRO%GRA�E. �� TOSCEL � SEECIVIL �,� g� • -- --- BACKFlLLPERGWTECH 14"CONCSTEMWALLW/il4 � � -� WATERSTORTVP VERT BAR W/ STD ACI HOOK � @16"OCANDp4HORZBAR -- @ 12" OQ EA SIDE 26"We1T'THICK CONT • TOP OF FTG EL CONC FOOTING W/ � � SEE PLAN (4)-0IS BAf2S CONT ' � ' ��� HOOKVERTBARS 6'• 1'-p'• 6'• BELOWCONTFOOTING REMF (ALTERNATE BAR 2, _ 2,• HOOK DIREGTON) 2 TYP SECTION @ PERIMETER CONT FDN SCALE: 3l4" = 1'-0" 6 TYP SECTION @ DOOR/WINDOW SCALE: 3l4" = 1'-0" LEVELING NUT SEE SCHEDULE (NP) HEAVV HEX NUT 8 WASHERTACKWELD TO BOLT QVP) o w o w U � w F U n Z Z O � U � o � 0 0 � 1 BASE PLATE SCHEDULE SCALE 1 1/2" = 1' 0" BASE PLATE SCHEDULE MARK PLATEDETAIL B(IM D(INJ �(IM ANCHORBOLTS pEMAFKS QN SIZE GRADE EMBED BP1 3l&011 iT' iT' 1" 4 3l4" F155436 18" HSSSXS BP2 3l&011 14" 2p" 111T' 1 1i14" F1554S5S-0 26" HSS5X5LATERALBRACE BP3 3l&011 13" 13" 1" 4 3l4" F155436 18" HSS6X6 BP6 3/5-011 15" 21" 1112" � 1114' F1554S5S-0 26" HSS6X6LATERALBRACE BP5 3/5-011 14" 14" 1" 4 3l4" F1554�36 18" HSSAXA BPA 3/S-011 1]" 1]" 111T' B 1114" F1554�5554 24" HSSBXBLATERALMOMENT BP] 3/5-011 1g'. 1g'. 11/p'. 8 1114" Fl5545551 24" W10LATERALMOMENT 2218 BRVAN STREET. SUITE 200 �ALLAS.TX ]5201 www.perklruwilLcom CONSULTANTS CIVIL AMERICANSTRUCTUREPOINTINC. �ssa sHnoEwNo srnrioN IN�IANAPOLIS, IN 662% STRUCTURAL STANTEC 6080 TENNVSON PARKWAV, SUITE 200 PLANQ. TX ]5024-fi003 MEP SWASSOCIATES 1I00 PACIRC AVE SUITE 2100 �ALLAS. TX ]5201 LANOSCAPING AMERICANSTRUCTUREPOINTINC. ]260 SHA�EIAN� STATION INDIANAPOLI$ IN 4fi25G F00� SERVICE BOSMA DESIGN SOLUTIONS, INC. ssai �oNc PRniRiE Ro. suirE im-�s� F�oweR MouNo, rx �soss CONTRACTOR MEYER NAJEM `�...oP�W w. M�",. ; P�,Q���s,eqEa o}': = ; PEf19pW5Y ; � �,q�'•, STAiEOf jQ � �'s,�.e`:�NGI�N.' 14,�. `. �i�FSS�ONA�EN�' �. '/���qu����luu�N`�` � Q/. � /5 AYG Zpl7 0 712 512 01 9 PROJECT FACILITY: o INDIANAPOLIS � REHABILITATION ao HOSPITAL � PENNSYLVANIA ST AND � CITYCENTERDR F CARMEL, INDIANA46033 U � � DEVELOPER: f � Z � WB DEVELOPMENT � PARTNERS � 4441 WAIRPORT W FREEWAY, SUITE 330 NIRVING, TX 75062 KEYPLAN ISSUE CHART �MaRK- issuE - oarE � JOBNUMBER 2221.10�.86 ORAWN AM CHECKED RZ APPROVEO AM TITLE FOUNDATION SECTIONS AND DETAILS SHEETNUMBER S-301