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Home My WebLink AboutS001- ABBREVIATIONS AND SYMBOLS� Q N STEEL SYMBOLS �� STEEL DECK � SLAB ON STEEL DECK WWR D# STEEL DECK MARK AND SPAN OIRECTION SLAB ON STEEL rrr DECK � SLAB-ON-0ECK MARK AND SPAN OIRECTION 0 �H COLUMN STARTS HERE QR BEAM SPLICE I CONNECTION T � � HANGERORPOST �� —I BEAMSHEARCONNECTION ATCOLUMN � � i i HANGER OR POST � BEAM CONTINUOUS OVER L J -� �- BELOW FLOOR COLUMN �H� BEAM MOMENT C# COLUMN MARK CONNECTION AT COLUMN �H'_ SIDE PLATE CONNECTION AT CO W MN STEEL MEMBERS SHAPE SECTION ELEVATION PLAN VIEW W-SHAPEBEAM �- -�_ - CHANNEL -�- -�- -"�"-"- ANGLE ---�---- -�- -�- DOUBLEANGLE I� I� � � LLV LLH HOLLOW STRUCTURAL II �� II SECTION �- -RECTANGl1LAR I��L HOLLOW STRUCTURAL II �I II � SECTION li . �I -CIRCULAR (PIPE) - � �.r� OPENWEBSTEEL JIL � � JOIST CONNECTORS CONNECTOR SECTION END/ALT VIEW CAST-INANCHOR � � � ROD POST-INSTALLED � � � MECHANICAL ANCHOR POSTINSTALLED � � � ADHESIVE ANCHOR HEADEOSTUO � � � eOLT � � � RELEA5E0 FOR CONSTRIICTI�N Su6jec��o compliance with allregula�ions of S�a�e antl Local Codes City of Carmel '�v�:��\i 1�.rvalMa=� . 08/24/20 MISCELLANEOUS SYMBOLS N " NORTH ARROW O KEVED PLAN NOTE C# COWMN NOTATION 7 SECTION NUMBER ZN PRECASTI BRICK SUPPORT 5101 SHEETNUMBER Lk LINTELNOTATION F ## COWMN FOOTING NOTATION 1 CALLOUTNUMBER yyFM# WALLFOOTINGNOTATION 5101 SHEETNUMBER TS #U THICKENED SLAB NOTATION IILIII SOIL GBM# GRADEBEAMNOTATION P #k PIER NOTATION a O GR4NULAR FILL B #k CONCRETE BEAM NOTATION i -I LIMITOFEXTENT PB4# POST-TENSIONEDCONCRETE BEAM NOTATION CONTINUOUSEXTENT pC#N PILECAPNOTATION Bev�Name ELEVATION BW ## BEARING WALL NOTATION REFERENCE SW N# SHEAR WALL NOTATION A W #k WALL NOTATION GRIDLINES _+ , WF## WALLPIERNOTATION CONCRETE SYMBOLS � CHANGE OF SLAB POST-TENSION TENDON ELEVATION � ANCHOROEAOEND LOCATION � SLOPINGSLAB � POST-TENSIONTENDON 7777i��. ANCHOR JACKING LOCATION � CHANGE OF SLAB � THICKNESS � REBAR �LIMITOFMEMBEROR —� MECHANICALCOUPLER SPAN MARK REBAR SPLICE � REBARTERMINATOR DIRECTION OF SPAN � SELF-EXPANDING � WATERSTOP OPENING �— PVC WATERSTOP ' CONTROLJOINTLOCATION INCONCRETEWALLS rrrr WELDEDWIRE REWFORCWG INTENTIONALLV ROUGHENED CONSTRUCTIONJOINT ❑ COWMNCONTINUES � T01/4"AMPLITUDE FORM-SAVER r - � I I COWMNTERMINATED L _ J a+. SOG#.� SLABONGRADE WF#ITS# WALLFOOTINGOR - MARK �- - -� THICKENEDSLAB r--� � � I I ISOLATED FOOTING L--J F# STRUCTURAL DRAWINGS ABBREVIATIONS & AND NE ARCHITECT/ENGINEER ACI AMERICAN CONCRETE INSTITUTE ADDL ADDITIONAL ADJ ADJACENT AGGR AGGREGATE AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION ALT ALTERNATE ANSI AMERICANNATIONALSTANDARDS INSTITl1TE APA AMERICANPLYWOODASSOCIATION APPROX APPROXIMATE AR nNcnoaRoo ARCH ARCHITECNRAL ASTM AMERICAN SOCIETV FOR TESTING AND MATERIALS AWS AMERICANWELDINGSOqETV B/ BOTTOM OF BAL BALANCE BC BOTTOMCHORD BD BOARD BF BRACEO FRAME BLOG BUILDING BLK BLOCK BLKG BLOCKING BM BEAM BOT BOTTOM BRG BEARING BRKT BRACKET BTWN BETWEEN BU BUILTUP C STANDAROCHANNEL CANT CANTILEVER CC CENTERTOCENTER CF WLDFORMED CG CENTEROFGRAVITV CIP CAST-IN-PLACE CJ CONTROLJOINTORCONSTRUCTION JOINT CJP COMPLETEJOINTPENETRATION CL CENTERLME CLR CLEAR4NCE,CLEAR CMU CONCRETE MASONRV UNIT COL COWMN CONC CONCRETE CONN CONNECTION CONST CONSTRUCTION CONT CONTINUOUS CONTR CONTRACTOR CTR CENTER CTRD CENTERED CU FT CUBIC FEET WIN CUBICINCH CVD CUBICYARO DBA DEFORMEDBARANCHOR DBL DOl1BLE DEG DEGREE DEMO DEMOLITION, DEMOLISH DEPT DEPARTMENT DET DETAIL DIA DIAMETER DIAG DIAGONAL DIAPH DIAPHRAGM DIM DIMENSION DN DOWN DO DITTO DP DEEP DWG DRAWING DWL DOWELS EA EACH EF EACH FACE EJ EXPANSIONJOINT EL,ELEV ELEVATION ELEC ELECTRICAL ENCL ENCLOSURE ENGR ENGINEER EOD EDGE OF OECK EOJ EDGE OF JOIST EOS EDGE OF SLAB EQ EOUAL EOPT EOUIPMENT ES EACH SIDE EW EACH WAV EX EXISTIN6 EXP EXPANSION EXT EXTERIOR FD FLOOR �RAIN FDN FOUNDATION FIN FINISH FLG FLANGE FLR FLOOR FS FARSIDE FT FEET FTG FOOTING FTGD FOOTING DRAIN FV FIELDVERIFV GA GAUGE GALV GALVANIZED GB GRADE BEAM GL GLUEDLAMINATED TIMBER(GLULAM) GRND GROUND GT GIRDERTRUSS HAS HEADEDANCHORSTUD HORIZ HORIZONTAL HP HIGH POINT HSS HOLLOWSTRUCTURALSECTION HT HIPTRUSS HVAC HEATING, VENTILATION, AIR CONDITIONING ID INSIDE DIAMETER IF INSIDE FACE IN INCH INCL INCLUDE INFO INFORMATION INSUL INSULATION INT INTERIOR J/BRG JOISTBEARING JST JT KB KIP, K KO KSI L LAB LB LF LIN LLH LLV LONGIT LP LSL LSLT LTWT LVL MAS MATL MAX MB MC MECH MEMB MEP MF MFR MIN MISC MO MULT N/A NO NOM NS NTS OC OD OF OFD OH OPNG OPP OPPHD ORIG ovs OWJ PC PEMB PERIM PERM PERP PJP PL PLF PLVWD PREFAB PRELIM PREP PROJ PS PSF PSI PSL PT R RD REF REINF REQD RO RTU S SCHED SECT SF SHT SIM SOG SOMD SPA SPECS Sp SS SSLT STD STIFF STL STRUC SVM T8B TI TIGB TBS TC TEMP THRU TJI TRANS TVP UL UNO UT VERT W W/ wio WD WH WP WT WWF,WWR XS XXS JOIST JOINT KNEEBRACE 1.000 POUNDS KNOCK-OUT KIPS PER SQUARE INCH ANGLE OR LENGTH LABORATORV POUND LINEAL FOOT LINEAL, LINEAR LONG LEG HORIZONTAL LONG LEG VERTICAL LONGITUDINAL LOW POWT LAMINATED STRAND WMBER LONG SLOTTED HOLE LIGHT WEIGHT LAMINATEDVENEERLUMBER MASONRV MATERIAL MAXIMUM MACHINE BOLT MISCELLANEOUS CHANNEL MECHANICAL MEMBRANE MECHANICAL/ ELECTRICAL/ PWMBING MOMENTFRAME MANUFACTURER MINIMUM MISCELLANEOUS MASONRY OPENING MULTIPLE NOT APPLICABLE NUMBER NOMINAL NEAR SIDE NOT TO SCALE ONCENTER OUTSIDE DIAMETER OUTSIDE FACE OVERROW DRAIN OVERHEAD OPENING OPPOSITE OPPOSITE HAND ORIGINAL OVERSIZED HOLE PREMANUFACTURED OPEN WEB JOIS' PRECASTCONCRETE PREENGWEERED METAL BUILDING PERIMETER PERMANENT PERPENDICULAR PARTIAL JOINT PENETRATION PLATE POUNDS PER LINEAL FOOT PLVWOOD PREFABRICATED PRELIMINARV PREPARATION.PREPARE PROJECTION PRESTRESSED POUNDSPERS�UAREFOOT POUNDSPERS�UAREINCH PARALLELSTRAND WMBER POST-TENSIONED RADIUS ROOF DRAIN REFERENCE REWFORCEMENT,REINFORCE REQUIRED ROUGH OPENING ROOFTOP MECHANICAL UNIT SLOPE SCHEDULE SECTION SQUAREFEET SHEET SIMILAR SLAB-ON-GRADE SLAB ON METAL DECK SPACES,SPACE SPECIFICATIONS SQUARE STAMLE55 STEEL SHORTSLOTTED HOLE STANDARD STIFFENER STEEL STRUCTURAL SVMMETRICAL TOP AND BOTTOM TOP OF TOP OF GRADE BEAM MECHANICAL TENSION BUTT SPLICE TOPCHORD TEMPERATURE THROUGH PREFABRICATED WOOD I-JOIST TRANSVERSE TVPICAL UN�ERWRITERS'LABORATORV WC. UNLE55 NOTEO OTHERWISE ULTRA-SONIC TEST VERTICAL WI�E FLANGE W ITH WITHOUT WOOD W EEP HOLE WORK POINT W EIGHT, STRUCTURAL T W ELDED W IRE RE W FORCEMENT EXTRA STRONG (PIPE) DOUBLE EXTRA STRONG (PIPE) STEEL BEAM LEGEND �sioE a�nrE coNNEcrioN �BEAM REACTION,TVP GRAVITV MOMENT CONNECTIi BEAM � �CAMBER CANTBM,SAMESIZE SRE AND EN� REACTION AS �� 20K Wi8X40 C=1" 20K � BACKSPAN,UNO �Z�) C=1/2"�CAMBER OUANTITV OF SHEAR STUDS, ##� NOTE 6� UNIFORMLV SPACED BETW EEN SUPPORTS,UNO "(MIN)" = STUDS @ 24" OC FOR NOTES: FULLBEAM LENGTH 1 REACTION VALUE IS LRFD KIPS UNO. ) l ). 2) WHERENOVAWEISSHOWN,DESIGNCONNECTIONFORAMINIMUMREACTIONOF30 KIPS. 3) POSITIVECAMBERUPWARDS.NEGATNECAMBERDOWNWARDS.CAMBERSHOWN ON CANTREVERS IS AT END OF CANTREVER. 4) BEAMS ARE PRIMARV MEMBERS FOR FIREPROOFING UNLE55 NOTED AS SECONDARV. 5) "M" IN PLACE OF BEAM SIZE INDICATES W 10X72. 6) LATERAL FORCE TO BE TRANSFERRED THROUGH SUPPORT BY CONNECTIONS IN ADDITION TO VERTICAL REACTION FORCES. FORCE MAV ACT IN EITHER DIRECTION. FORCE IS GREATER OF 1 AW OR 1 AE, UNO. CCORNERSTONE � ■ � �M�R CR\ ■ STRUCTUREPOINT nc � CARMEL MEDICAL ARTS PAVILION 12174 N. Meridian Street Carmel, Indiana 46032 m. " N0. \ q�11200647 9 � STFTE Of / �OSI�� CERTIFIED BY ISSUANCE INDEX DATE: �$.22.2020 PROJECT PHASE: CONSTRUCTION DOCUMENTS ABBREVIATIONS AND SYMBOLS S001 Project Number 2019.00780