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Home My WebLink AboutS001 ABBREVIATIONS & SYMBOLSSTEEL BEAM LEGEND (ASD) W18X40 C=1" CAMBERBEAM SIZE 20K20K BEAM REACTION, TYP (20) QUANTITY OF SHEAR STUDS, UNIFORMLY SPACED BETWEEN SUPPORTS, UNO "(MIN)" = STUDS @ 24" OC FOR FULL BEAM LENGTHNOTES: 1) REACTION VALUE IS ASD (KIPS), UNO. 2) WHERE NO VALUE IS SHOWN, DESIGN CONNECTION FOR A MINIMUM REACTION OF 16 KIPS. 3) POSITIVE CAMBER UPWARDS, NEGATIVE CAMBER DOWNWARDS. CAMBER SHOWN ON CANTILEVERS IS AT END OF CANTILEVER. 4) BEAMS ARE PRIMARY MEMBERS FOR FIREPROOFING UNLESS NOTED AS SECONDARY. 5) "M" IN PLACE OF BEAM SIZE INDICATES W10X12. 6) LATERAL FORCE TO BE TRANSFERRED THROUGH SUPPORT BY CONNECTIONS IN ADDITION TO VERTICAL REACTION FORCES. FORCE MAY ACT IN EITHER DIRECTION. FORCE IS GREATER OF 0.6W OR 0.7E, UNO. MOMENT CONNECTION CANT BM, SAME SIZE AND END REACTION AS BACKSPAN, UNO C=1/2" CAMBER ##K NOTE 6 MISCELLANEOUS SYMBOLS NORTH ARROW GRIDLINES SOIL SECTION NUMBER SHEET NUMBER 1 S101 1 S101 CALLOUT NUMBER SHEET NUMBER A 1 ELEVATION REFERENCE LIMIT OF EXTENT CONTINUOUS EXTENT C# COLUMN NOTATION Z# PRECAST/ BRICK SUPPORT L# LINTEL NOTATION F ## COLUMN FOOTING NOTATION GB ## GRADE BEAM NOTATION P ## PIER NOTATION B ## CONCRETE BEAM NOTATION PB ## POST-TENSIONED CONCRETE BEAM NOTATION PC ## PILE CAP NOTATION WF ## WALL FOOTING NOTATION SHEAR WALL NOTATIONSW ## BW ## BEARING WALL NOTATION GRANULAR FILL Name Elevation WALL PIER NOTATIONWP ## W ## WALL NOTATION N TS ## THICKENED SLAB NOTATION # KEYED PLAN NOTE CONCRETE SYMBOLS POST-TENSION TENDON ANCHOR DEAD END LOCATION POST-TENSION TENDON ANCHOR JACKING LOCATION REBAR CHANGE OF SLAB ELEVATION SLOPING SLAB CHANGE OF SLAB THICKNESS MECHANICAL COUPLER REBAR SPLICELIMIT OF MEMBER OR SPAN MARK DIRECTION OF SPAN OPENING SELF-EXPANDING WATERSTOP JOINT LOCATION IN CONCRETE WALLS REBAR TERMINATOR INTENTIONALLY ROUGHENED CONSTRUCTION JOINT TO 1/4" AMPLITUDE WELDED WIRE REINFORCING PVC WATERSTOP COLUMN CONTINUES COLUMN TERMINATED FORM-SAVER SLAB ON GRADE MARK SOG# WALL FOOTING OR THICKENED SLAB WF# / TS# F# ISOLATED FOOTING CONNECTORS HEADED STUD CONNECTOR SECTION END/ALT VIEW CAST-IN ANCHOR ROD POST-INSTALLED MECHANICAL ANCHOR BOLT POST INSTALLED ADHESIVE ANCHOR STEEL MEMBERS W-SHAPE BEAM SHAPE SECTION PLAN VIEWELEVATION CHANNEL ANGLE DOUBLE ANGLE HOLLOW STRUCTURAL SECTION -RECTANGULAR LLV LLH HOLLOW STRUCTURAL SECTION -CIRCULAR (PIPE) OPEN WEB STEEL JOIST STEEL SYMBOLS STEEL DECK STEEL DECK MARK AND SPAN DIRECTION BEAM SPLICE CONNECTION BEAM MOMENT CONNECTION AT COLUMN BEAM SHEAR CONNECTION AT COLUMN BEAM CONTINUOUS OVER COLUMN SLAB ON STEEL DECK SLAB ON STEEL DECK WWR COLUMN STARTS HERE HANGER OR POST HANGER OR POST BELOW FLOOR SLAB-ON-DECK MARK AND SPAN DIRECTION OR D# S# C# COLUMN MARK SIDE PLATE CONNECTION AT COLUMN MASONRY MEMBERS CMU SECTION CMU BOND BEAM SECTION (FULLY GROUTED) CMU LINTEL SECTION (FULLY GROUTED) SINGLE REINFORCEMENT (FULLY GROUT REINFORCED CELLS) DOUBLE REINFORCEMENT (FULLY GROUT REINFORCED CELLS) PLAN PLAN PLAN PLAN NON-LOAD BEARING CMU WALL LOAD BEARING/SHEARWALL STEEL JOIST AND JOIST GIRDER SUPPLEMENTAL LOAD LEGEND JOIST GIRDER (##K) ADDITIONAL VERT LOAD AT INDICATED JOIST GIRDER PANEL POINT NOTES: 1) VERTICAL LOAD IS ASD LIVE LOAD (KIPS), UNO. 2) VERTICAL LOAD IS IN ADDITION TO TYPICAL PANEL POINT LOADS, UNO. 3) LATERAL FORCE TO BE TRANSFERRED THROUGH SUPPORT BY CONNECTIONS, IN ADDITION TO VERTICAL REACTION FORCES. FORCE MAY ACT IN EITHER DIRECTION. FORCE IS GREATER OF 0.6W OR 0.7E, UNO. 4) TOP CHORD AXIAL FORCE IN ADDITION TO CHORD FORCES PRODUCED BY VERTICAL LOADS. FORCE MAY BE EITHER COMPRESSION OR TENSION. FORCE IS GREATER OF 0.6W OR 0.7E, UNO. 5) "SP" INDICATES SPECIAL LOADING CONDITION. REFER TO LOAD MAPS, FRAMING PLANS AND DETAILS FOR LOADING INFORMATION. ##K JOIST, TYP<##K>NOTE 3 NOTE 4 ##K ADDITIONAL VERT LOAD ON JOIST JST JOIST JT JOINT KB KNEE BRACE KIP, K 1,000 POUNDS KO KNOCK-OUT KSI KIPS PER SQUARE INCH L ANGLE OR LENGTH LAB LABORATORY LB POUND LF LINEAL FOOT LIN LINEAL, LINEAR LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL LONGIT LONGITUDINAL LP LOW POINT LSL LAMINATED STRAND LUMBER LSLT LONG SLOTTED HOLE LTWT LIGHT WEIGHT LVL LAMINATED VENEER LUMBER MAS MASONRY MATL MATERIAL MAX MAXIMUM MB MACHINE BOLT MC MISCELLANEOUS CHANNEL MECH MECHANICAL MEMB MEMBRANE MEP MECHANICAL/ ELECTRICAL/ PLUMBING MF MOMENT FRAME MFR MANUFACTURER MIN MINIMUM MISC MISCELLANEOUS MO MASONRY OPENING MULT MULTIPLE N/A NOT APPLICABLE NO NUMBER NOM NOMINAL NS NEAR SIDE NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER OF OUTSIDE FACE OFD OVERFLOW DRAIN OH OVERHEAD OPNG OPENING OPP OPPOSITE OPPHD OPPOSITE HAND ORIG ORIGINAL OVS OVERSIZED HOLE OWJ PRE-MANUFACTURED OPEN WEB JOIST PAF POWDER ACTUATED FASTENER PC PRECAST CONCRETE PEMB PRE-ENGINEERED METAL BUILDING PERIM PERIMETER PERM PERMANENT PERP PERPENDICULAR PJP PARTIAL JOINT PENETRATION PL PLATE PLF POUNDS PER LINEAL FOOT PLYWD PLYWOOD PREFAB PREFABRICATED PRELIM PRELIMINARY PREP PREPARATION, PREPARE PROJ PROJECTION PS PRESTRESSED PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PSL PARALLEL STRAND LUMBER PT POST-TENSIONED R RADIUS RD ROOF DRAIN REF REFERENCE REINF REINFORCEMENT, REINFORCE REQD REQUIRED RO ROUGH OPENING RTU ROOFTOP MECHANICAL UNIT S SLOPE SCHED SCHEDULE SECT SECTION SF SQUARE FEET SHT SHEET SIM SIMILAR SOG SLAB-ON-GRADE SOMD SLAB ON METAL DECK SPA SPACES, SPACE SPECS SPECIFICATIONS SQ SQUARE SS STAINLESS STEEL SSLT SHORT SLOTTED HOLE STD STANDARD STIFF STIFFENER STL STEEL STRUC STRUCTURAL SYM SYMMETRICAL T & B TOP AND BOTTOM T/ TOP OF T/GB TOP OF GRADE BEAM TBS MECHANICAL TENSION BUTT SPLICE TC TOP CHORD TEMP TEMPERATURE THRU THROUGH TJI PREFABRICATED WOOD I-JOIST TRANS TRANSVERSE TYP TYPICAL UL UNDERWRITERS' LABORATORY INC. UNO UNLESS NOTED OTHERWISE UT ULTRA-SONIC TEST VERT VERTICAL W WIDE FLANGE W/ WITH W/O WITHOUT WD WOOD WH WEEP HOLE WP WORK POINT WT WEIGHT, STRUCTURAL T WWF, WWR WELDED WIRE REINFORCEMENT XS EXTRA STRONG (PIPE) XXS DOUBLE EXTRA STRONG (PIPE) & AND A/E ARCHITECT/ENGINEER ACI AMERICAN CONCRETE INSTITUTE ADDL ADDITIONAL ADJ ADJACENT AGGR AGGREGATE AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION ALT ALTERNATE ANSI AMERICAN NATIONAL STANDARDS INSTITUTE APA AMERICAN PLYWOOD ASSOCIATION APPROX APPROXIMATE AR ANCHOR ROD ARCH ARCHITECTURAL ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS AWS AMERICAN WELDING SOCIETY B/ BOTTOM OF BAL BALANCE BC BOTTOM CHORD BD BOARD BF BRACED FRAME BLDG BUILDING BLK BLOCK BLKG BLOCKING BM BEAM BOT BOTTOM BRG BEARING BRKT BRACKET BTWN BETWEEN BU BUILT UP C STANDARD CHANNEL CANT CANTILEVER CC CENTER TO CENTER CF COLD FORMED CG CENTER OF GRAVITY CIP CAST-IN-PLACE CJ CONTROL, CONTRACTION OR CONSTRUCTION JOINT CJP COMPLETE JOINT PENETRATION CL CENTERLINE CLR CLEARANCE, CLEAR CMU CONCRETE MASONRY UNIT COL COLUMN CONC CONCRETE CONN CONNECTION CONST CONSTRUCTION CONT CONTINUOUS CONTR CONTRACTOR CTR CENTER CTRD CENTERED CU FT CUBIC FEET CU IN CUBIC INCH CYD CUBIC YARD DBA DEFORMED BAR ANCHOR DBL DOUBLE 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 EXPANSION JOINT EL, ELEV ELEVATION ELEC ELECTRICAL ENCL ENCLOSURE ENGR ENGINEER EOD EDGE OF DECK EOJ EDGE OF JOIST EOS EDGE OF SLAB EQ EQUAL EQPT EQUIPMENT ES EACH SIDE EW EACH WAY EX EXISTING EXP EXPANSION EXT EXTERIOR FD FLOOR DRAIN FDN FOUNDATION FIN FINISH FLG FLANGE FLR FLOOR FS FAR SIDE FT FEET FTG FOOTING FTGD FOOTING DRAIN FV FIELD VERIFY GA GAUGE GALV GALVANIZED GB GRADE BEAM GL GLUED LAMINATED TIMBER (GLULAM) GRND GROUND GT GIRDER TRUSS HAS HEADED ANCHOR STUD HORIZ HORIZONTAL HP HIGH POINT HSS HOLLOW STRUCTURAL SECTION HT HIP TRUSS HVAC HEATING, VENTILATION, AIR CONDITIONING ID INSIDE DIAMETER IF INSIDE FACE IN INCH INCL INCLUDE INFO INFORMATION INSUL INSULATION INT INTERIOR J/BRG JOIST BEARING STRUCTURAL DRAWINGS ABBREVIATIONS SHEET # SHEET NAME S001 ABBREVIATIONS AND SYMBOLS S002 GENERAL NOTES S003 GENERAL NOTES S004 LOAD MAPS S101 DEMOLITION AND FOUNDATION PLANS S102 MEZZANINE AND ROOF FRAMING PLANS S301 FOUNDATION SCHEDULES, SECTIONS, AND DETAILS S302 FOUNDATION SCHEDULES, SECTIONS, AND DETAILS S303 FOUNDATION SCHEDULES, SECTIONS, AND DETAILS S401 CMU SCHEDULES, SECTIONS AND DETAILS S501 STEEL SCHEDULES, SECTIONS, AND DETAILS S502 STEEL SCHEDULES, SECTIONS, AND DETAILS S503 STEEL COLUMN SCHEDULE AND BASE PLATE DETAILS S504 BRACED FRAME ELEVATIONS AND DETAILS STRUCTURAL INDEX Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: 05/20/2021 7/2/2021 5:06:56 PMS001 ABBREVIATIONS AND SYMBOLS 2021.00173 07/02/2021 CONSTRUCTION DOCUMENTS ARTISTIC COMPOSITE PALLETS -PHASE 2 4518 WEST 99TH STREET CARMEL, IN 46032 REVISION SCHEDULE NO. DESCRIPTION DATE 09/16/21