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HomeMy WebLinkAboutS403 - SOG DETAILS & LEGENDS.-�'c�' S�� RELEA5E0 FOR CONSTRUCTION Suhjec��o compliance with allregula�ions 04 S�a�e antl Local Codes City of Carmel r �un��V l�rc�alol,��_ � DATE: 06�� $�2O EXTERIOR SLAB Y SEE CNIL OPENINGIN i I SLAB SEv ' DETAILHi COLUMNISOLATION ` SEEDEiA1LD / T/C�NC9 \ / n' o" VAPORRETARDER FORMEDKEV CONC SIAB \ � TISLAB� \ : ,._ ', ' t(SE� WMPACTE� GRANULAR FILL _ _ _ — COMPACTE�SUBGRA�E _ .. . `' —1I I— TYP SLAB CONSTRUCTION JT '�� � CONC RAMP � LOWERSLA9 I ncoNc I `---- a `--- � -0�'���� CMUWALL COWMN ISOLATION � T/CONC ' m SEEOETAILE � ' -0'-0" CONSTRUCTIONOR ___ _ o CONTROLJT �— — a J �_ _ � 50G01 THICKENE�SLAB SLABONGRAOE A r SLAB DEPRESSION = SEE _ � ARCH SLAB MARH SEESCHE�ULE TYPICAL SLAB ON GRADE KEY PLAN SCALE:NTS NOTE'. KEY PLAN ILW STRATES CONSTRUCTION WNCEPTS ONLV. SEE PLAN FOR ACTUAL DIMENSIONS AND ARRANGEMENTS. I I I I I —___�_ I I I pD01TI0NAL OPENINGIN I I � SLAB � p4x1' 8'• @ I I EACHCORNER _— __ _ _________ ____ I I I I I I I 1' " 11 � � � � � � — ��� � � � � I I J I I I I I I I � ----7— ---- —r---- ---- --------- nooinoNn� � I I I (4)p4x1'b' I I I I I I I I LIMITS OF SLAB REMPoRqNG TYP SLAB ON GRADE OPENING SCALE:NTS CONCSLAB flex�@iT'OC n q„ k3CONT TISLAB ��SEE PLAN) � � � q � r COMPACTED �RAINAGE FlLL ��ZI i i—i i i—i i z U a CONCSLAB � T/SLAB � .(SEEPLAI� � N . � z SECTION O U " � SEE PLAN a a N PoRLIMITS� T� N (SEEPLAN) � �•-� r r WVJFTOCONTTHRU I I I _I I I I I I— CONC PIER (BELOW) r�r�/ FOUNDATION WALL SEE ii6%4%///a FOUN�ATION PLAN FOR ncruni coNoinoN � _ _ I — — �_ — —i i � i � POUR SLAB. LEAVING OUT AREA COLUMN L I AROUN� COLUMN. INFlLL WITH I CONCRETEAFTER SLAB HAS ��REo `'" 112" EXP JT MAT'L 3q ' SLAB WNTROLJT, TYP AT ALL COLUMN LINES TYP COLUMN ISOLATION JOINT SCALE:NTS � � POUR SLAB,LEAVING OUTAREA COLUMN I AROUND COLUMN. WFILL WITH WNCRETE AFTER SlAB HAS CURE� SLABCONTROLJT, TYP AT ALL 1/2" EXP JT MATL COLUMN LINES TYP COLUMN ISOLATION JOINT SCALE:NTS IMERIOR SLAB a 112' EXP JT MAT'L TISLAB @ THRESHOLD � a�SEEPLANf CONCSLAB � '�� � ..—• �� EXTERIOR NOTE SLAB COOR� LOCATION 0 THRESHOL�w/ARCH � SLOPE �WGS T/SLAB� ,_—�. � � . �� �(SEE� TIW DEPRESSEDSLABAREA g^MIN COMPACTED DRAINAGE FILL SECTION TYP DEPRESSED SLAB SECTIONS SCALE:NTS CONC SLAB .IS� LAB (SEE PLAN CMUICONC WALL TYP EXPANSION JT AT WALL SCALE:NTS +�SEE PLAN)� PERIMETER GRANULAR WSULATION- RLL sEEnRCH ; ':' MS x ��,�--� @48"OC TYP SECTION AT ENTRY SCALE: NTS INTERIOR SLAB EXTERIOR SLAB 1l2"EXPJTMAT'L � MSx3'-0"@12'OC CONCSLAB y SLOPE (3)PER�OORMIN � TBLAB� � :=, ' . � .- . . �(SE� . T� .� , PERIMETER � GRANULAR iNsu�nTioN- Fi�� SEEARCH #5 x � v �a 48 OC TYP SECTION AT EXTERIOR SLAB SCALE:NTS II J I TICONC I � TISLAB �_ � ',-- +�SEE PLAN�� COMPACTE�GRANOIAR FlLL — — — COMPACTEDSUBGRA�E ia' zs,_o,. z vz, `i �. ... _� i i-1 I 1= i �,. 1� 0• 25 �• 3• Nore WNTRACTOR TO PROVIDE CONTROL JOINT LAVOUT. BASED ON MAXIMUM JOINT SPACING, UNO. TYPSLABCONTROLJT TYPICAL CONCRETE SLAB JOINTS SCALE:NTS REINF ALLINTERIOR MASONRV WALLSOVERI2'- 0" HIGH w/ NS @ 4'-0" OG UNO 7f5 x �,-0„ DOWELS, U (3�N5CONT � THICKEN� PORTION OF SLAB TO BE i1NICE THE SLAB THICKNESS CALLED OUT ON THE PIANS �� �� , --°�, •.. ._ . . .. `. � I I� I� � I� I—I� I—I� I—I� I 1� I- 3 0• TYPICAL THICKENED SLAB SCALE NTS CONC SLAB � METALCONSTUCTIONJOINT T/STL KEV �+(SEE PLAN) � � � � y Vs1Y Ni I I I— — I — —_I — _� I li I I I� I I 1�I0"I P 8I"ITVP I I— I I I I COMPACTE� �RAINAGE FlLL TOP OF RAMP CONC SLAB METAL CONSTUCTIONJOINT KEY TISTL� — — � � � � � �5� - -- -- -- -- I I I—I I m x .o BOTTOM OF RAMP TYP CONCRETE RAMP DETAILS SCALE:NTS �EXTERIOR SLAB SEECIVIL � — V � CMU/CONC WHLL 1/8" SAW N CONTROL JOINT, ALL VAPOR RETAR�ER I JOINTS SHALL BE SAWN WITHIN CONC SLAB � 12 HOURS OF SLAe POUR COLMARK SEESCHEOULE P16=PIEftMAftK,5EE5CHEDULE �FORACTUALSIZE VP=TOPOF%ERELEV � BASEGLAiEANDANCHOR P16 TIP-0'-8'• � ftODS � F4=COLFTGMAftH.5EE5CHE0ULE �_ I �g`'� � DF=TOPFTGELEV F4 TIF 2'-8' / � r--X i i i � i i � L_—J 31 e CONCRETEMASONRYUNITWALL(MW) ���� 3 TISTL SEE SCHED PoR SRE AND REMF � POCHEREPRESENTS �SEE PLAN) I I MASONRYWALL iN✓=TOPOFWALLELEV � SPOT ELEV INDICATESCONCRETEWALL (CIA9, SEE SCHE� � I INDICATES EDGE TOPOFCONC FOftWALLTHICKNE55AN�REINF \ I OFWALLFiG INOICATESEDGEOFWALL _ �� � __ __ FTGUNOERFLOORSLAB_ �_ r � CWBTIW-0'�0" J L________J H POCHE Pi6 WF24TI .Y8'• � REPRESENTS F4 Z 5401 CONCftETE WAL�ETE WALL FiG (WF). SEE 5401 SCHEDPoRSIZEANDREWF INDICATESPLANDETAIL � T/F= i0P OF FTG ELEV INOICAiESSECiIONWT �Z � COLGRID.COLUMNSCENTEREO ONGRIOINiEftSECTION, UNO FOUNDATION PLAN LEGEND SCALE:NTS COL GRID, WLUMNS CENiERE�ON6RI� IMERSECTION, UNO BEAM CAMBER _ NUMBER OF � SHEAft5TU05 INOICATES BEAM SIZE � INDICAiES JOIST SIZE INDICATES PLAN DETAIL i/JOISTGIRDEftELEV � JOISTGIftDER51ZE r (UNFACTOftE�) HOftIZ BftIDING � 0 cYix U oo— Fo ¢ ozz zyQ � T OPENINGTHRU OECKANO FRAMING INDICATES SECTION CUT TOP OF SiEEL ELEV AT GRID INTERSECTION � UNFACTORED REACTION IN KIPS TOP OF STEEL ELEV moicarEs eEaM s¢E JOISTSIZE � INDICATES KNEE BRACE 'x�eRiocwc � wiax2ztza•a• - p 2 MOMENiCONNECiION INDICATESBRACING 5501 � INDICATES BRACING ELEVATION FRAMING PLAN LEGEND SCALE:NTS FACTORED REACTIONINKIPS � WWMNMAFX 1 SEE SCHEDULE BEAM SIZE -COL GRIO. COLUMNS CEMERED ON GRID MTERSECiIONS UNO INDICATES FRAMING � MEMBERANDSPACING TRU55 T2 2'-0" �� INDICATESBRG WALL INOICATES HEADER BELOW BELOW 3 2x6 — _ _ — = INDICATES FRAMING y<"+ MEMBER \ J9 c4y'�� I � INDICATESSECTIONCUT i �INDICATES ROOF a OVERBUIL� w � � TOPOF � w o � BEAM a ¢ U �zy INOICAiES PLAN J G °SrvOiPEresrrooF F�oORFRPH`\N INOICAiESWDBEAMFRAMES z MTO SIOE OF COL/POST ¢ INOICAiES WD BEAM FRAMES OVER TOPOF COUPOST � ¢ QG V C INDICATESBUILTUPCOLUMN _� INOICAiES � L �NDICA7E5 � OPENINGIN FRAMING MEMBEft FRAMING SIZE WOOD FRAMING PLAN LEGEND SCALE NTS �2 EDGE OF DECK. PERIMETERANGLE INDICATES FRAMING MEMBER SIZEAND SPACING T/BRG WALL_ t�12!'�Q�� ` ELEVATIONTAG INDICAiES FRAIvI1NG MEMBEft SIZE AND SPACW6 INDICAiESBRG WALL ee�ow PEDCOR DESIGN GROUP LLC Architec[ure / Pmject Managemenl�. 355 City Center Drive Carmel Indiana 46032 3177057979 (phone) 3177057980 (fax) Engineer: V � yZ� ,�Wo� OWw ��O /GW;.� 0 N W � E Np � �e � c � � c o � ° � E ^ D Q O ' c o u � V „°,w mE n� '^ 3 � U n 3 Developer: P E D C O R �� �8�,8� DEVELOPMENT CO. Project: � •� � � • � � �r N �` � � W � � � O � U `� � � � � � � O � � � � U •� � � 2 Set Issue Date Sheet Issue Date 04115/19 04115/19 �fKWs By: Check�e�d By: Last Revision Date: No. �ate �escription 0 Project Number: Sheet Title: SOG DETAILS & LEGENDS Sheet Numbec �����e� MEI 16054