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S S <br />SYMBOLS REFERENCEDESCRIPTION <br />ELEVATION <br />AIR HANDLING UNIT AND MAX OPERATING WEIGHT <br />X - INDICATES CHANGE IN T/STRUCTURAL SLAB ELEVATION <br />INDICATES SLOPE IN STRUCTURAL SLAB <br />GRID NUMBER <br />WORK POINT <br />OPENING IN FLOOR OR ROOF OPEN <br />SLOPE <br />RIDGE AT SLOPED ROOF <br />VALLEY AT SLOPED ROOF <br />ALL COLUMNS, BEAMS, BRACES AND THEIR CONNECTIONS ON <br />LINES DENOTED "SFRS" SHALL COMPLY WITH SPECIFICATION <br />REQUIREMENTS FOR THE SEISMIC-LOAD-RESISTANCE SYSTEM. <br />SFRS <br />SEE SPECS <br />SLOPED OR DEPRESSED SLAB <br />CONCRETE CURB ON DECK OR SLAB <br />SPREAD FOOTING TYPE AND TOP OF FOOTING ELEVATION <br />F11 <br />(-2'-6") <br />STEP IN FOOTING <br />GRADE BEAM <br />CONTINUOUS OR MAT FOOTING <br />GB-X <br />CF-X <br />SLAB REINFORCING DIRECTIONX-X <br />CONCRETE WALL <br />SHEAR OR BEARING WALL BELOW (AND NOT ABOVE) <br />SHEAR OR BEARING WALL (ABOVE AND BELOW) <br />SYMBOLS REFERENCEDESCRIPTION <br />"X" TYPE METAL DECKING SPAN DIRECTION <br />SEE DECK SCHEDULE <br />CAMBER <br />DENOTES ARCHITECTURALLY EXPOSED STRUCTURAL STEEL. <br />SEE SPECIFICATION SECTION 05 12 13 FOR REQUIREMENTS. <br />c=X" <br />(AESS) <br />STEEL COLUMN <br />C-X C-X <br />MODIFICATION TO SHEAR PLATE <br />F= FULL DEPTH SHEAR PLATE <br />1=1" BOLTS <br />DROPPED BEAM "D" NUMBER OF INCHES <br />WT SECTION ON TOP OR BELOW BEAM <br />LOWER FLANGE BRACE TO ADJACENT BEAM <br />LOWER FLANGE BRACE TO SLAB <br />SPLICE IN MEMBER <br />BRACED FRAME <br />NOTCH-TOUGH ELECTRODES <br />WT <br />BF-# <br />SFRS <br />OR <br />DCW <br />SEE SPECS <br />A <br />X'-XX" <br />INDICATES BEAM WEB PENETRATION AND <br />PENETRATION LOCATION FROM END OF BEAM <br />BEND IN BEAM <br />X" <br />AHU <br />1 1000 lbs <br />T/SLAB <br />EL = 0' - 0" <br />UP <br />? <br />"X" <br />F <br />-D <br />DN <br />1 SYMBOL LEGEND <br />ABBREVIATION DESCRIPTION <br />LL LIVE LOAD <br />LLH LONG LEG HORIZONTAL <br />LLV LONG LEG VERTICAL <br />LONG LONGITUDINAL <br />LP LOW POINT <br />LW LIGHTWEIGHT <br />LWC LIGHTWEIGHT CONCRETE <br />M MOMENT <br />MATL MATERIAL <br />MAX MAXIMUM <br />MC MOMENT CONNECTION(S) <br />MECH MECHANICAL <br />MEP MECHANICAL, ELECTRICAL, PLUMBING, FIRE <br />PROTECTION <br />MEZZ MEZZANINE <br />MFR MANUFACTURER <br />MID MIDDLE <br />MIN MINIMUM <br />MISC MISCELLANEOUS <br />NIC NOT IN CONTRACT <br />NO NUMBER <br />NOM NOMINAL <br />NS NEAR SIDE <br />NTS NOT TO SCALE <br />NW NORMAL WEIGHT <br />NWC NORMALWEIGHT CONCRETE <br />OC ON CENTER <br />OD OUTSIDE DIAMETER <br />OF OUTSIDE FACE <br />OH OPPOSITE HAND <br />OPNG(S) OPENING(S) <br />OPP OPPOSITE <br />OSL OUTSTANDING LEG <br />PC PIECE <br />PCY POUNDS PER CUBIC YARD <br />PERP PERPENDICULAR <br />PG PLATE GIRDER <br />PL PLATE <br />PRC PRECAST <br />PRLL PARALLEL <br />PSF POUNDS PER SQUARE FOOT <br />PSI POUNDS PER SQUARE INCH <br />PT POINT OR POST-TENSION(ED) OR (ING) <br />RAD RADIUS <br />REF REFERENCE <br />REINF REINFORCE(D) (ING) OR (MENT) <br />REQD REQUIRED <br />S&T SHRINKAGE AND TEMPERATURE <br />SCHED SCHEDULE(D) <br />SDL SUPERIMPOSED DEAD LOAD <br />SECT SECTION <br />SER STRUCTURAL ENGINEER OF RECORD <br />SF SQUARE FOOT (FEET) <br />SFRS SEISMIC FORCE RESISTING SYSTEM <br />SHT SHEET <br />SIM SIMILAR <br />SOG SLAB ON GRADE <br />SP SPACE <br />SPEC(S) SPECIFICATION(S) <br />STD STANDARD <br />STL STEEL <br />STR STRUCTURE <br />STRCTL STRUCTURAL <br />SYM SYMMETRICAL <br />T TENSION <br />T&B TOP AND BOTTOM <br />T/ TOP OF <br />TEMP TEMPERATURE OR TEMPORARY <br />TEN TENSION <br />THK THICK OR THICKNESS <br />TYP TYPICAL <br />UON UNLESS OTHERWISE NOTED <br />V SHEAR <br />VERT VERTICAL <br />VIF VERIFY IN FIELD <br />W/ WITH <br />W/O WITHOUT <br />WD WOOD <br />WP WORK POINT <br />WPFG WATERPROOFING <br />WS WATERSTOP <br />WWR WELDED WIRE REINFORCEMENT <br />ABBREVIATION DESCRIPTION <br />ADDL ADDITIONAL <br />ADJ ADJACENT <br />ALT ALTERNATE <br />APPRX APPROXIMATE <br />ARCH ARCHITECT OR ARCHITECTURAL <br />B/ BOTTOM OF <br />B/B BACK TO BACK <br />BAL BALANCE <br />BLDG BUILDING <br />BLK BLOCK <br />BLKG BLOCKING <br />BM BEAM <br />BOT BOTTOM <br />BRDG BRIDGING <br />BRG BEARING <br />BTWN BETWEEN <br />C COMPRESSION <br />C/C CENTER TO CENTER <br />CIP CAST-IN-PLACE <br />CL CENTER LINE <br />CLR CLEAR OR CLEARANCE <br />CMU CONCRETE MASONRY UNIT <br />COL COLUMN <br />COMP COMPRESSION <br />CONC CONCRETE <br />CONN CONNECTION(S) <br />CONST CONSTRUCTION <br />CONT CONTINUOUS <br />db REINFORCING BAR DIAMETER <br />DBL DOUBLE <br />DCW DEMAND CRITICAL WELD <br />DEG DEGREE(S) <br />DET DETAIL <br />DIA DIAMETER <br />DIAG DIAGONAL <br />DIM(S) DIMENSION(S) <br />DL DEAD LOAD <br />DWG(S) DRAWING(S) <br />DWL DOWEL(S) <br />EA EACH <br />ECC ECCENTRICITY <br />EF EACH FACE <br />EL ELEVATION <br />ELEC ELECTRICAL <br />ENGR ENGINEER <br />EOD EDGE OF DECK <br />EOS EDGE OF SLAB <br />EQ EQUAL <br />EQUIP EQUIPMENT <br />EW EACH WAY <br />EXP EXPANSION <br />EXST EXISTING <br />EXT EXTERIOR <br />F/F FACE TO FACE <br />FIN FINISH(ED) <br />FLR FLOOR <br />FND FOUNDATION <br />FP FIREPROOF(ING) <br />FS FAR SIDE <br />FTG FOOTING <br />GA GAGE, GAUGE <br />GALV GALVANIZED <br />GB GRADE BEAM <br />GEN GENERAL <br />GR GRADE <br />HK HOOK <br />HORIZ HORIZONTAL <br />HP HIGH POINT <br />HT HEIGHT <br />ID INSIDE DIAMETER <br />IF INSIDE FACE <br />INFO INFORMATION <br />INT INTERIOR <br />INTRM INTERMEDIATE <br />JST(S) JOIST(S) <br />JT JOINT <br />K KIPS (1,000 POUNDS) <br />KLF KIP PER LINEAR FOOT <br />KSF KIP PER SQUARE FOOT <br />T: F: <br />© Gensler <br />Date Description <br />Project Name <br />Project Number <br />Description <br />Scale <br />Seal / Signature <br />2021 <br />Tel 949.863.9434 <br />Fax 949-553-1676 <br />4675 MacArthur Court <br />Suite 100 <br />Newport Beach, CA <br />92600 <br />USA <br />301 N. Broadway, Santa Ana, CA <br />707 Wilshire Blvd, Suite 4450 <br />Los Angeles, CA 90017-3618 <br />Thornton Tomasetti, Inc. <br />213.330.7700 213.330.7001 <br />3RD & BROADWAY - <br />RESIDENTIAL <br />12" = 1'-0" <br />11/19/2024 3:20:00 PM <br />R1.S0.05 <br />LEGEND & ABBREVIATIONS <br />S21043.00 <br />2 ABBREVIATION LIST <br />A 06.10.2022 REISSUE FOR PLAN CHECK <br />1/7/25