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ABBREVIATIONS <br /> STRUCTURAL DRAWING LEGEND <br /> & AND FD FLOOR DRAIN QTY QUANTITY <br /> @ AT FDN FOUNDATION <br /> - <br /> ADD'L ADDITIONAL FF FINISHED FLOOR R RADIUS <br /> INDICATES SPOT ELEVATION <br /> ADJ ADJUST FIN FINISH(ED) REF REFERENCE Q CENTERLINE <br /> AFF ABOVE FINISHED FLOOR FLG FLANGE REINF REINFORCING <br /> ALT ALTERNATE FLR FLOOR REQ'D REQUIRED <br /> ALUM ALUMINUM FOC FACE OF CONCRETE REV REVISION/REVISED <br /> ANCH ANCHOR FOM FACE OF MASONRY RO ROUGH OPENING <br /> APPROX APPROXIMATE FOS FACE OF STUD <br /> AR ANCHOR RODS FRM FRAME/FRAMING S SOUTH <br /> ARCH ARCHITECTURAL FS FAR SIDE SC SLIP-CRITICAL <br /> ASTM AMERICAN SOCIETY FOR TESTING FT FOOT, FEET SCHED SCHEDULE <br /> MATERIALS FTG FOOTING SECT SECTION <br /> ATFP ANTI-TERRORISM FORCE FV FIELD VERIFY SF SQUARE FOOT <br /> PROTECTION SHT SHEET <br /> GA GAUGE SI SYSTEM INTERNATIONALE <br /> BOUT BLOCKOUT GALV GALVANIZED SIM SIMILAR <br /> BAL BALANCE GC GENERAL CONTRACTOR SMRF SPECIAL MOMENT RESISTING <br /> BD BOARD GND GROUND FRAME <br /> BF BRACED FRAME SOG SLAB ON GRADE <br /> BLDG BUILDING HCA HEADED CONCRETE ANCHOR SPA SPACE, SPACING <br /> BLKG BLOCKING HM HOLLOW METAL SPEC SPECIFICATION <br /> BLW BELOW HORIZ HORIZONTAL SQ SQUARE <br /> BM, BMS BEAM, BEAMS HSA HEADED STUD ANCHOR SS STAINLESS STEEL <br /> BOC BOTTOM OF CONCRETE HSB HIGH STRENGTH BOLT SSL SHORT SLOTTED HOLE <br /> BOS BOTTOM OF STEEL HT HEIGHT STD STANDARD <br /> BOT BOTTOM STL STEEL <br /> BRG BEARING IBC INTERNATIONAL BUILDING CODE STRUCT STRUCTURE/STRUCTURAL <br /> BTWN BETWEEN ID INSIDE DIAMETER SUSP SUSPENDED <br /> IJ ISOLATION JOINT SY SQUARE YARD <br /> C-F COLD-FORMED IN INCH SYMM SYMMETRICAL <br /> CF CUBIC FEET INT INTERIOR <br /> CIP CAST IN PLACE T&B TOP AND BOTTOM <br /> CJ CONTROL JOINT JBE JOIST BEARING ELEVATION TBD TO BE DETERMINED <br /> CJ CONTRACTION JOINT JST JOIST TEMP TEMPORARY <br /> CL CENTERLINE JT JOINT THK THICK, THICKNESS <br /> CLR CLEAR THRU THROUGH <br /> CMU CONCRETE MASONRY UNIT LBS POUNDS TOB TOP OF BEAM <br /> COL COLUMN LF LINEAR FEET TOC TOP OF CONCRETE <br /> CONC CONCRETE LG LIGHT GAUGE TOF TOP OF FOOTING <br /> CONN CONNECTION LL LIVE LOAD TOM TOP OF MASONRY <br /> CONT CONTINUOUS LLH LONG LEG HORIZONTAL TOS TOP OF STEEL <br /> CONTR CONTRACTOR LLV LONG LEG VERTICAL TOW TOP OF WALL <br /> COORD COORDINATE LONGIT LONGINTUDINAL TRANSV TRANSVERSE <br /> CSJ CONSTRUCTION JOINT LSL LONG SLOTTED HOLE TYP TYPICAL <br /> CTR CENTER _ <br /> M METRIC UB UPTURN BEAM <br /> DBA DEFORMED BAR ANCHOR m METER UL UNDERWRITER'S LABORATORY <br /> DBL DOUBLE MAX MAXIMUM UNO UNLESS NOTED OTHERWISE <br /> DEMO DEMOLISH MB MOMENT BEAM <br /> DIA OR 0 DIAMETER MECH MECHANICAL VERT VERTICAL <br /> DIAG DIAGONAL MFR MANUFACTURER VOL VOLUME <br /> DIM DIMENSION MIN MINIMUM VS VERSUS <br /> DIST DISTANCE MISC MISCELLANEOUS <br /> DL DEAD LOAD MO MASONRY OPENING W WEST <br /> DTL DETAIL MTL METAL W/ WITH <br /> DWG DRAWING W/O WITHOUT <br /> DWL, DWLS DOWEL, DOWELS N NORTH WD WOOD <br /> (E) EXISTING N/A NOT APPLICABLE WF WIDE FLANGE <br /> NIC NOT IN CONTRACT WJ WEAKENED JOINT <br /> E EAST NO NUMBER WP WORK POINT <br /> E/O EDGE OF NOM NOMINAL WT WEIGHT <br /> EA EACH NS NEAR SIDE WTS WELDED THREADED STUDS <br /> EF EACH FACE NTS NOT TO SCALE WWR WELDED WIRE REINFORCING <br /> EL ELEVATION <br /> ELEC ELECTRIC, ELECTRICAL OA OVERALL <br /> EMBED EMBEDMENT OC ON CENTER <br /> ENGR ENGINEER OD OUTSIDE DIAMETER <br /> EQ EQUAL OF OUTSIDE FACE <br /> EQUIV EQUIVALENT OH OVERHEAD <br /> EW EACH WAY OPG OPENING <br /> EXP EXPANSION OPP OPPOSITE <br /> EXP JT EXPANSION JOINT OWJ OPEN WEB JOIST <br /> EXT EXTERIOR <br /> PERP PERPENDICULAR <br /> PH PHASE <br /> PL PLATE <br /> PLWD PLYWOOD <br /> PMB PREMANUFACTURED METAL <br /> iPNLBUILDING A1V1 :',:,,'-,:,,-„( ,,-:--.4r:1:1 <br /> PANEL F r r st• <br /> PREFAB PREFABRICATED r ��l �1� r" af,,- ,, *--* 4 y <br /> PROD PROJECT � ., _ ; <br /> PSI POUNDS PER SQUARE INCH www.brph.com Copyright©2018 <br /> 33301 9th Avenue South, Suite 300 Architects Engineers, Inc. <br /> PT POST TENSIONED Federal Way, Washington 98003-2600 State of Washington <br /> (206) 431-2300 Fax: (206) 431-2250 19020 33rd Ave W,Suite 530 Certificate of Authorization <br /> Lynnwood,Washington,98036 Architecture No.603235512 <br /> 425-921-3500 Engineering No.3137 <br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ACCEPTABILITY DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE <br /> 0 TEMP MCS UTILITIES&TRENCHES ISSUE FOR CONSTRUCTION (WBS 16322) ABAM 05/11/18 SHE LEH 06/15/18 GENERAL NOTES, ABBREVIATIONS AND LEGEND 16322 0 06/15/18 <br /> v�of AjC THIS DESIGN AND/OR LEH CHECKED 06/15/18 SHEET <br /> Q� �wc SPECIFICATION IS APPROVED <br /> �� �p ENGINEER TITLE FACTORY TRANSFORMATION-777x Win BodyJoin <br /> N • APPROVED BY DEPT. DATE BEM 06/15/18 9 <br /> ,; CHECKED S 2 1-1-2 —8 2 3 <br /> BUILDING 40-025 <br /> x•4 i .4lt AL 4{k APPROVED JOB N0. COMP N0. <br /> r 01vaL mac' WO 15/2899-823 <br /> 51118 APPROVED STRUCTURAL MASTER EVERETT, WA DWG NO <br /> 40-025-S2H-2-823 <br />