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Home My WebLink AboutR-433449Lu _J L.L O N N T LO N 0 N 7t 0 LU z it F NT cco o STRUCTURAL ABBREVIATIONS Nt - 6 AB ANCHOR BOLT IE INVERT ELEVATION i ADD'L ADDITIONAL IF INSIDE FACE Q ADH ADHESIVE IN INCH LLI ADJ ADJUSTABLE INFO INFORMATION AESS ARCHITECTURALLY EXPOSED INT INTERIOR STRUCTURAL STEEL JST JOIST AFF ABOVE FINISH FLOOR JT JOINT AGG AGGREGATE K KIP (1,000 LBS.) ANCH ANCHOR KSF KIPS PER SQUARE FOOT ARCH ARCHITECTURAL LF LINEAL FOOT ARD ADHESIVE REINFORCING DOWEL LFH LONG FACE HORIZONTAL B/ BOTTOM OF LLH LONG LEG HORIZONTAL BLDG BUILDING LLV LONG LEG VERTICAL BLKG BLOCKING LNGT LONGITUDINAL BM BEAM LP LOW POINT BN DIAPHRAGM BOUNDARY NAILING LSL LAMINATED STRAND LUMBER BOT BOTTOM LVL LAMINATED VENEER LUMBER BRB BUCKLING -RESTRAINED BRACE MAX MAXIMUM BRBF BUCKLING -RESTRAINED BRACE FRAME MECH MECHANICAL BRG BEARING MFR MANUFACTURER BSMT BASEMENT MIN MINIMUM BTWN BETWEEN MISC MISCELLANEOUS BUR BUILT-UP ROOF MOM MOMENT C CAMBER NIC NOT IN CONTRACT CAP CAPACITY NO NUMBER CC CENTER TO CENTER NOM NOMINAL CDF CONTROLLED DENSITY FILL NS NEAR SIDE CFS COLD -FORMED STEEL NS NONSHRINK CIP CAST -IN -PLACE NTS NOT TO SCALE CJ CONSTRUCTION OR CONTROL JOINT OC ON CENTER CJP COMPLETE JOINT PENETRATION OD OUTSIDE DIAMETER CL CENTERLINE OF OUTSIDE FACE CLG CEILING OPNG OPENING CLR CLEAR OPP OPPOSITE CLT CROSS -LAMINATED TIMBER P POST CMU CONCRETE MASONRY UNIT PAF POWER ACTUATED FASTENER COL COLUMN PC PIECE CONC CONCRETE PC PILE CAP CONN CONNECTION PEN PENETRATION CONST CONSTRUCTION PJP PARTIAL JOINT PENETRATION CONT CONTINUOUS PL PROPERTY LINE CONTR CONTRACTOR PL PLATE CONTY CONTINUITY PLWD PLYWOOD COORD COORDINATE PNL PANEL CTR CENTER PSF POUNDS PER SQUARE FOOT CY CUBIC YARD PSI POUNDS PER SQUARE INCH DB DIVIDER BEAM PT POST -TENSIONED DBA DEFORMED BAR ANCHOR PT PRESERVATIVE -TREATED DBL DOUBLE PWT PREFABRICATED WOOD TRUSS DCW DEMAND CRITICAL WELD R RADIUS DEMO DEMOLISH RD ROOF DRAIN DET DETAIL REINF REINFORCING DF DOUGLAS FIR REM REMAIN(DER) DIA DIAMETER REQ'D REQUIRED DIAG DIAGONAL RND ROUND DKG DECKING RO ROUGH OPENING DN DOWN RTN RETURN DO DITTO SC SLIP CRITICAL DWF DEFORMED WIRE FABRIC SCHED SCHEDULE DWG DRAWING SDCI SEATTLE DEPARTMENT OF DWL DOWEL CONSTRUCTION AND INSPECTIONS EA EACH SDQ SPECIAL DUCTILE QUALITY EF EACH FACE SECT SECTION EL ELEVATION SFRS SEISMIC FORCE -RESISTING SYSTEM ELECT ELECTRICAL SHT SHEET ELEV ELEVATOR SHTG SHEATHING EN PANEL EDGE NAILING SIM SIMILAR EQ EQUAL SOG SLAB -ON -GRADE EQUIP EQUIPMENT SP SPACE ES EACH SIDE SPEC SPECIFICATION EW EACH WAY SQ SQUARE EX EXISTING SST STAINLESS STEEL EXP EXPANSION ST SUSTAINED TENSION ANCHOR EXT EXTERIOR STD STANDARD F FAHRENHEIT STIFF STIFFENER FD FLOOR DRAIN STIRR STIRRUP FDN FOUNDATION STL STEEL FF FINISH FLOOR STRUCT STRUCTURAL FIN FINISH SUPP SUPPORT FLG FLANGE SYM SYMMETRICAL FLR FLOOR T&B TOP AND BOTTOM FOB FACE OF BUILDING T&G TONGUE AND GROOVE FS FAR SIDE T/ TOP OF FT FEET TB TABLE FTG FOOTING THK THICK(NESS) GA GAUGE THRU THROUGH GALV GALVANIZED TRANS TRANSVERSE GB GRADE BEAM TYP TYPICAL GEN GENERAL LINO UNLESS NOTED OTHERWISE GL GLUED LAMINATED TIMBER UT ULTRASONIC TESTING GOVT GOVERNMENT VERT VERTICAL GR GRADE VIF VERIFY IN FIELD GWB GYPSUM WALL BOARD W W-SHAPE HF HEM -FIR W/ WITH HGR HANGER W/O WITHOUT HK HOOK WD WOOD HORIZ HORIZONTAL WHS WELDED HEADED STUD HP HIGH POINT WL WATER LINE HSS HOLLOW STRUCTURAL SECTION WP WORK POINT IBC INTERNATIONAL BUILDING CODE WSBC WASHINGTON STATE BUILDING CODE ID INSIDE DIAMETER 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com 110 i O LOW SIDE 1 � • STRUCTURAL DRAWING SYMBOLS CONCRETE SYMBOLS CONCRETE COLUMN ABOVE OR PASSING THROUGH THIS LEVEL CONCRETE COLUMN BELOW REINFORCING TYPE STEPPED FOOTING CONCRETE WALL ABOVE OR PASSING THROUGH LEVEL PARTIAL HEIGHT CONCRETE WALL MASONRY WALLS CONCRETE IN CROSS SECTION EXISTING CONCRETE IN CROSS SECTION STEEL SYMBOLS STEEL COLUMN ABOVE OR PASSING THROUGH THIS LEVEL STEEL COLUMN BELOW THIS LEVEL STEEL IN CROSS SECTION CAMBER AT MID -SPAN NUMBER OF STUDS BEAM SIZE COLUMN 10, BELOW -- W24x55 [20] C 3/4" ( 10") FULL HEIGHT PLATE CONNECTION U FH U m N N < SPECIAL STUD M xa SPACING FOR ��uS X N GIRDERS 0000 BRACED FRAME x ABOVE BRACED Y FRAME BELOW NUMBER OF BOLTS IN SPECIAL CONNECTIONS NUMBER OF BOLTS IN CONNECTION IF DIFFERENT FROM TYPICAL SCHEDULE N0. TOP OF STEEL ELEVATION DEVIATION FROM TYPICAL SPECIAL MOMENT RESISTING FRAME CONNECTION -o MOMENT OR TENSION RESISTING —� CONNECTION BEAM U) PENETRATION Ir c/) MEMBER OF THE N SEISMIC FORCE - RESISTING SYSTEM x v N> BOT FLANGE BEAM BRACE SHOP WELDED CANTILEVER GENERAL SYMBOLS M co 10 GRID BUBBLE N C) 777SURFACE - SLOPE UP C) N 77Tl, SURFACE - STEPPED 7777> SURFACE - SLOPE DOWN <�T, SURFACE - SLOPE TWO WAYS UNDISTURBED SOIL, COMPACTED SOIL, BACKFILL, OR ANY PREPARED SUBGRADE. SEE SPECIFICATIONS FOR TYPE OF MATERIAL AND PREPARATION METHOD. PLAN NORTH NORTH ARROW M 0 0 i 1 STANDARD SECTION CUTS N S3.1 Q 1 1 BUILDING SECTION CUTS S3.1 S3.1 J 1 ELEVATION OF WALL OR FRAME S3.1 100'-01, SPOT ELEVATION: TOP OF PLYWOOD TOP OF CONCRETE TOP OF STEEL 100' 0" TOP OF CONCRETE ELEVATION 100' 0" TOP OF STEEL ELEVATION O 0 T/SLAB REFERENCE ELEVATION. REFER TO PLAN C) UNLESS NOTED OTHERWISE. i LEVEL 01 ELEVATION OF LEVEL P1r AW P WORKPOINT DIRECTION OF DOWNWARD SLOPE DIRECTION OF SPAN EXISTING FRAMING DEMOLITION SYMBOLS — — — — — — — DEMOLISH FRAMING r , DEMOLISH SLAB C _ _l�: 1 U DEMOLISH CMU WALL DEMOLISH CONCRETE WALL LJ U DEMOLISH CONCRETE COLUMN DEMOLISH STEEL COLUMN R-433449 IN COMPLIANCE WITH CITY OF RENTON STANDARDS ENGINEERING EDEVELO:PIMENT o 08/13/2025 SURVEYED: SCALE: VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/13/1991 CITY OF RENTON MARKET & PIAZZA CIVIL CONSTRUCTION PERMIT DATE: 07/16/25 DESIGNED: F"'°R°OK RENTON PAGE. DRAWN: ONCH DATUM Planning/Building/Public Works Dept. STRUCTURAL ABBREVIATIONS AND DRAWING NO: S0.02 CHECKED: AT FULL SCALE IF NOT ONE INCH REVISION BY DATE APPR SCALE ACCORDINGLY SYMBOLS APPROVED: SHFFT: OF: 49 61