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Home My WebLink AboutS-001 - STRUCTURAL SYMBOLS AND ANNOTATIONS1�/_\1�:71_1�.9 � � � � � � � � � � � � � � LINEWORK ALUMINUM CASLIN-PLACE CONCRETE EARTH I SOIL EXISTING CONSTRUCTION GRAVEL GROUT MASONRY PLASTIC POLYSTVRENE PRECASTCONCRETE RIGID INSULATION ROCKILIMESTONE STEEL WOOD CENTERLME DEMOLITION GRID I LEVEL LME MATCHLME NONSTRUCTURAL OPENING SYMBOLS-GENERAL N � NORTH ARROW � O GRID ' . - ELEVATION ��o s ro srEE� ��"-- LOCATIONOROBJECT ELEVATION , . - SIZE OF STEP —\ —L SLOPE STEP , . - SIZE OF STEP � STEP TO SLOPE 2 1� SLOPE PITCH — 1 SLOPE ARROW ONE-WAY SLAB / DECK SPAN �� RIDGE �/ VALLEY � TW O-WAY SLAB / DECK SPAN -- REVISION NUMBER i _,1� ..,....__ _.�. :...`� � ��'--- REVISION CLOUD REVISION SYMBOLS - VIEWS - DETAIL NUMBER 1 5-301 -'--- SHEETNUMBER SECTION - DETAILNUMBER 1 1 5301 5301 '-- SHEETNUMBER BUILDING SECTION � � - DETAILNUMBER 1 5301 -- SHEETNUMBER � DETAIL VIEW / PARTIAL PLAN - DETAILNUMBER � 5301 --- SHEETNUMBER ELEVATION Ib97��1:i�]��7i1�1�1�7_\I[�7�1 Ir I I —_ 1� � FOOTING MARK L_ J i Fxx� -COWMNMARK � Cxx� QF PROVIDED) �94�_6��. --- TOP OF FOOTMG ELEVATION QF PROVIDED) /�^� I � ��/ - PIER/PILEMARK �_i DPxx� ��--- COWMNMARK Cxx� QF PFOVIDED) t94'"6'-.. -- - TOP OF PIER/PILE ELEVATION QF PROVIDED) ISYMBOLS-CONCRETE � - COLUMN MARK Cxx�� QFPROVIDED) BEAM MARK Bxx� II II II II II II II II II II II II II 30 II 30 II II --JL JL—JL-- JL—_ --� �30, �30, r---1 r—_ II � II � II � II ii li '..ii ii II Il �`�ll �� II ii n��. ii '.�i '-- REFERTOPLAN NOTES FOR TYPICAL PAN SIZE "-- ATYPICAL PAN SRE -- DEAD END -- STRESSIN �� /�� GEND i �► . --- STRANDS POST-TENSIONING TENDON SYMBOLS-STEEL NOTE: NOT ALL STRUCTURAL ANNOTATIONS W ILL BE USED ON ALL FRAMING PLANS. - COLUMNSRE �n'ti QF PROVIDED) ya��+� pe .. -- BASE PLATE i MARK QF PROVIDED) - BRACEABOVE I------�-----I BRACED FRAME - LEFT END VERTICAL CAMBER AT MIDSPAN -��. � SHEAR REACTION QN KIPS) BEAM S2E � - - RIGHT END VERTICAL SHEAR \ � � � �� REAOTION QN KIPB) W i 6x26 C=0 75 R40/30 NOTE: IF ONLV ONE REACTION IS PROVIDED, IT APPLIES TO BOTH ENDS NON-COMPOSITE BEAM LEFT END CAMBERATMIDSPAN -�� VERTICALSHEAR �� REACTION QN BEAM SRE - ..- �I� END �'. VERTICALSHEAR ♦ � � I� REACTIONQNKIPS) W 16x26 C=0]5 R40I30 S36) NUMBER OFSHEAR -" STUDS UNIFORMLV SPACED NOTE: IF ONLV ONE REACTION IS PROVIDED, IT APPLIES TO BOTH ENDS COMPOSITE BEAM Wi6x26C=314 R40I30 (,) /z) ..� I ( O)� I (5) I � MINIMUMNUMBERSHEAR -- STUDSBETWEEN INTERSECTING BEAMS - MOMENT - TOP OF STEEL ELEVATION CONNECTION RELATNETOTVPICAL TOP OF STEEL �� W i 6x26 C=075 R40/30 v3 1/2"> � (38) I I I I.... -- �OIST � . I I I 'I_________'__________ � I I J I I I I '- BRIDGNG �r_vu�v�.�r3:�:��.u_��.�.� # NUMBER JT JOINT & AND � AT(MEASUFEMENT) K KIPS(1000POUNDS) 0 DIAMETER KSF KIPS PER SQUARE FOOT KSI KIPS PER SQUARE INCH ACI AMERICANCONCRETEINSTITUTE ACU AIR CONDITIONING UNIT L STRUCTURALANGLE ADDL ADDITIONAL L65 POUNDS ADJ ADJACENT Ltl DEVELOPMENTLENGTH AFF ABOVE FINISHED FLOOR LL66 LONG LEG BACK TO BACK AHU AIR HANDLING UNIT LLH LONG LEG HORIZONTAL AISC AMERICAN INSTITUTE OF LLV LONG LEG VERTICAL STEELCONSTRUCTION LONG LONGITUDINAL ALT ALTERNATE LSH LONG SIDE HORIZONTAL APPROX APPROXIMATE LSLP LONG-SLOTTEDHOLE ARCH ARCHITECTURAL PARALLEL LSLT LONGSLOTTED HOLE BLDG BUILDING TRANSVERSE BLW BELOW LSV LONGSIDEVERTICAL BM BEAM LWC LIGHTWEIGHTCONCRETE BO BOTTOM OF BOT BOTTOM MAX MAXIMUM BTWN BETWEEN MECH MECHANICAL MEZZ MEZZANINE C CAMBER MFR MANUFACTURER CIP CAST-IN-PLACE MIN MINIMUM CN CNIL MISC MISCELLANEOUS CFS COLD-FORMED STEEL MTL METAL CJ CONTROLICONSTRUCTIONJOINT CJP COMPLETEJOINTPENETRATION NIC NOTINCONTRACT CL CENTERLME NTS NOTTOSCALE CLR CLEAR NWC NORMALWEIGHTCONCRETE CMU CONCRETEMASONRVUNIT CNR CORNER OC ONCENTER COL COLUMN OPH OPPOSITE HAND CONC CONCRETE OPNG OPENMG CONN CONNECTION OVS OVERS2EDHOLE CONSTR CONSTRUCTION CONT CONTINUOUS PAR PARALLEL COORD COORDINATE PCC PRECASTCONCRETE COV COVER PCF POUNDS PER CUBIC FOOT CTR CENTER PERP PERPENDICULAR PL PLATE db BAR DIAMETER PLF POUNDS PER LINEAR FOOT DBA DEFORMEDBARANCHOR PREF PREFERENCE DEMO DEMOLITION PREV PREVIOUS DET DETAIL PRKG PARKING DIA DIAMETER PROP PROPERiY DIAG DIAGONAL PSF POUNDSPERSQUAREFOOT DIM DIMENSION PSI POUNDS PER SQUARE INCH DWA DEFORMEDWIREANCHOR PT POST-TENSIONED DWG DRAWING PVG PAVING E EXISTING QTY QUANTITY EA EACH EF FACH FACE R REACTION EJ EXPANSIONJOINT REF REFERENCE EL ELEVATION REINF REINFORCEMENT ELEV ELEVATOR REQD REQUIRED EMBED EMBEDMENT REV REVISION ENGR ENGINEER RTU ROOFTOPUNIT EQ EQUAL EQSP EQUALLVSPACED SCHED SCHEDULE EQUIP EQUIPMENT SECT SECTION EQUIV EQUIVALENT SIM SIMILAR EW EACH WAV SLBB SHORT LEG BACKTO BACK EXIST EXISTING SOG SLAB-ON-GRADE EXP EXPANSION SPA SPACING EXT EXTERIOR SPEC SPECIFlCATION SSLP SHORTSLOTTED HOLE fc CONCRETECOMPRESSNE PARALLEL STRENGTH SSLT SHORLSLOTTEDHOLE FD FLOORDRAIN TRANSVERSE FDTN FOUNDATION STD STANDARD FF FINISHEDFLOOR STIF STIFFENER FIN FINISH STIR STIRRUP FLR FLOOR STL STEEL FTG FOOTING FV FIELD VERIFV T&B TOP AND BOTTOM Fy VIELDSTRENGTH THRU THROUGH TO TOP OF GA GAGE TOC TOPOFCONCRETE GALV GALVANIZED TOS TOP OF SLAB, TOP OF STEEL GR GRADE TVP TYPICAL HGR HANGER UNO UNLESSNOTED OTHERWISE HK HOOK HORIZ HORIZONTAL VAR VARIES HSA HEADEDSTUDANCHOR VERT VERTICAL HSS HOLLOW STRUCTURAL SECTION WF WIDEFLANGE HVAC HEATING,VENTILATING,AND WP WORKPOINT AIRCONDITIONING WS WATERSTOP WWR WELDEDWIRE ID INSIDE DIAMETER REINFORCEMENT INFO INFORMATION INT INTERIOR 2218 BRVAN STREET. SUITE 200 �ALLAS.TX ]5201 www.perklruwill.wm CONSULTANTS GIVIL AMERICAN STRUCTUREPOINT INC. ]2fi0 SHADELAND STATION IN�IANAPOLIS, IN a6256 STRUCTURAL STANTEC 6080 TENNVSON PARKWAV, SUITE 200 PLANQ TX ]50248003 MEP SWASSOCIATES 1I00 PAGRC AVE SUITE 2100 �ALLAS. TX ]5201 LANOSCAPING AMERICAN STRUCTUREPOINT INC. ]2Cd SHA�ELAN� STATION INDIANAPOLIS. IN 4625G F00� SERVIGE BOSMA DESIGN SOLUTIONS, INC. 2201 LONG PRAIRIE RD. SUITE 10]-]2] FLOWER MOUN�, T%]5022 GONTRAGTOR MEYER NAJEM `�...oP�W w. M�"�. 3 ? : '��S�Eq ••., O �% , P. Qk. FQ;,'F i _ ; PEf19pW5Y �. _ �,q�'•, STAiEOf jQ � �'s, �.e `:�NGI �N :+ 1�� i�FSS�ONA�EN�' �. "��q�ninmu�a°� �L w �/:t__. /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 N Z � WB DEVELOPMENT o PARTNERS LL 4441 WAIRPORT j FREEWAY, SUITE 330 N IRVING, TX 75062 — KEYPLAN ISSUE CHART � m RELEASED FOR CONSTRl1CTI0N Su6jec��o compliance with allregula�ions of Sla�e antl Local Codes City of Carmel �i `��¢m�' lamn�Ml1 � onrE: 11 /19/19 MARK ISSUE �ATE JOBNUMBER 2221.101.86 ORAWN AM CHECKE� RZ APPROVEO AM TITLE STRUCTURAL SYMBOLS AND AN NOTATIONS SHEETNUMBER �'��I�7i I