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1 2 3 4 5 <br /> STRUCTURAL ABBREVIATIONS STRUCTURAL DRAWING SYMBOLS <br /> � � AB ANCHOR BOLT IE INVERT EIEVATION CONCRETE SYMBOLS <br /> A�D'L ADDITIONAL IF INSIDEFACE GENERALSYMBOLS <br /> ADH ADHESIVE IN INCH <br /> ADJ ADJUSTABLE MFO INFORMATION ❑ O CONCRETE COLUMN ABOVE OR PASSING THRU THIS LEVEL 100'-0" � � � <br /> AE55 ARCHITECTURALLYEXPOSED INT INTERIOR � <br /> STRUCTUR4L STEEL JST JOIST 10 GRID BUBBLE . SPOT ELEVATION: TOP OF CONCREOT�E <br /> APF ABOVE FINISH FLOOR JT JOINT ��, '�, TOP OF SiEEL � <br /> AGG AGGREGATE I 1 CONCRETECOLUMNBELOW � � � <br /> K KIP (1,000 LBS,) �'--'� `--' —� SURFACE - SLOPE UP - � 100'-0" � �� TOP OP CONCRETE ELEVATION <br /> '� ANCH ANCHOR KSF KIPS PER SQUARE FOOT -- - -- <br /> ARCH ARCHITECTURAL LF LWEALFOOT �� - � <br /> ARD ADHESNE REINFORCING DOWEL LFH LONG FACE HORRONTAL T4g3 � REBAR TVPE ._ <br /> B/ BOTTOM OF LLH LONG LEG HOR20NTAL --�— SURFACE - STEPPED - � 100'-0" _ �. TOP OF STEEL ELEVATION <br /> BLOG BUILDING LLV LONGLEGVERTICAL � <br /> � BLKG BLOCKING LP lOW POINT � ` ��-�� STEPPED FOOTING T/SLAB <br /> BM BEAM LSL LAMINATEDSTRANDLUMBER LOWSIDE --� SURPACE - SLOPEDOWN -�� � REFERENCEELEVAiION. REFERTOPL4N � � <br /> � BN DIAPHRAGM BOUNDARV NAILING LVL L4MINATED VENEER WMBER � UN�ESS NOTE� OTHERWISE. <br /> i BOT BOTTOM MAX MAXIMUM 0 CONCRETE WALL ABOVE OR PASSING THRU LEVEL __ . . .. <br /> BRG BEARING LEVEL 01 <br /> MECH MECNANICAL SURPACE - SLOPETWOWAVS 1 ELEVATIONOFLEVEL <br /> BSMT BASEMENT MFR MANUFACTURER �� �00'-0" � 16o1FIkhAvenue.5u�rei600 <br /> i 67WN BETVJEEN seanie,wa9aioi <br /> MIN MINIMUM 0 PARTIAL HEIGHT CONCRETE WALL 206.622sexx <br /> i BUR BUILLUP ROOF MISC MISCELLANEOUS yyp woH.mm <br /> i C CAMBER MOM MOMENT \���\� ANV IPREPARED 3UBGRADE. SEE SPEIQ FCATIONS FOOR WORKPOWT <br /> CAP CAPACITY NIC NOT M CONTR4CT � ryLqSONRV WALLS TYPE OF MATERIAL AND PREPARATION METHOD. <br /> CC CENTERTOCENTER <br /> i NO NUMBER p�N -- - ��- �IRECTIONOFDOWNWARDSIOPE � <br /> CDF CONTROLLEDDENSITYFILL NOM NOMINAL ' � <br /> CIP CAST-IN-PLACE NS NEARSIDE NORTH , <br /> I CJ CONSTRl1CTION OR CONTROL JOINT CONCRE7E IN CROSS SECTION <br /> NS NONSHRINK � � P <br /> CJP COMPLETEJOINTPENETRATION i NORTHARROW _ _ h - g <br /> NTS NOT TO SCALE DIRECTION OF SPAN 4 O op Fn.py� �q <br /> CL CENTERLME pC ON CENTER � ,_ � � <br /> � CLG CEILING EXISTINGCONCRETEINCROSSSECTION ' �� C <br /> OD OUTSIDEDIAMETER . <br /> i CLR CLEAR OF OUTSIDEFACE A EXISTINGFRAMWG <br /> I GMU CONCRETE MASONRV UNIT OPNG OPENING � STANDARD SECTION CUTS �rr E: r <br /> COL COWMN OPP OPPOSITE �� � E��"�a��cK°������`� <br /> coNc coNcaerE p pOST STEEL SYMBOLS s'�oNn� F"° ��`� <br /> GONN CONNECTION pAF POWERACTUATED FASTENER SZ� SZ� BUILDING SECTION WT$ �0� <br /> CONST CONSTRUCTION pC PIECE <br /> CONT CONTINUOUS PC PILE CAP = � O STEEL COLUMN ABOVE OR PASSWG THRU THIS LEVEL � � � � � � <br /> CONTR CONTR4CTOR PEN PENETRATION � ELEVATIONOFWALLORFRAME Warehouse <br /> I COORO COORDINATE pJp PARTIALJOINTPENETRATION 53.1 <br /> I CTR CENTER PL PLATE "''_ "'' " . <br /> CY CUBIC VARD pL PROPERTV UNE STEEL COLUMN BELOW THIS LEVEL <br /> Bathroom Expansion <br /> DB DIVIDERBEAM PLWD PLVWOOD � <br /> DBA DEFORMEDBARANCHOR PNL PANEL � STEELINCROSSSECTION WOODSYMBOLS FOR <br /> DBL DOUBLE PSF POUNDSPERSQUAREFOOT <br /> DCW DEMAND CRITICAL WELD PSI POUNDS PER SQUARE INCH - TOP OF STEEL <br /> DEMO DEMOLISH pT POST-TENSIONED GAMBERATMID-SPAN ELEVATION Teague/ Boeing <br /> DET DETAIL PT PRESSURE TREATED DEVIATION FROM � � HINGE CONNECTION <br /> DF DOUGLASFIR PW7 PREFABRICATEDWOODTRUSS NUMBEROFSTUDS . � TVPICAL <br /> �IA DIAMETER R RADIUS BEAM SIZE - �- � . � SPECIAL MOMENT <br /> DIAG �IAGONAL RD ROOF DRAIN COWMN � - � � � � GONINECT pry�ME <br /> DKG �ECKING REWF REWFORCING BELOW .-,-- �W24z55 [20] C314" (-10") � � GLUL4MSECTION AT <br /> DN DOWN REM REMAIN(DER) - 6 �— 6000 - 23rd Drive West <br /> DO DITTO REQ'D RE�UIRED FULL HEIGHT , MOMENT OR TENSION I <br /> DWF DEFORMED WIRE FABRIC RND ROUND P�TE � � � RESISTING III ENGWEEREO WMBER SECTION (PSL, LSL, WL) Everett, Wa 98206 <br /> DWG DR.4WING RO ROUGHOPENING <br /> CONNECTION U CONNECTION <br /> DWL DOWEL RTN RETURN , � rn PENETRATION <br /> EA EACH SC SUPCRITICAL FH ' � � � �` . <br /> � � SOLIDWOODSECTION PERMITSET <br /> EP EACH FACE SCHED SCHEDULE � m N � -- MEMBER OF THE 08/21/2017 <br /> B EL ELEVATION - ,' � e " SEISMIC FORCE- B <br /> SDCI SEATTLE DEPARTMENT OF SPECIAL STUD N � � RESISTING SYSTEM <br /> ELECT ELECTRICAL CONSTRUCTION AND INSPECTIONS SPACING FOR _ x � SOLID WOOD BLOCKING SECTION This drawirg is' <br /> ELEV ELEVATOR SDQ SPEqAL DUCTILE QUALITY GIRDERS - � m � N <br /> i. Copyrigh� 20�7 Dykeman. Inc. <br /> EN PANEL EDGE NAILING SECT SECTION 3 � 2 The ArchitecCs Ins[mment of Pmfessional Service. <br /> E� EQUAL SFRS SEISMIC FORCE-RESISTING SVSTEM BRACED - �� Q BUNDLED STUDS, WOOD POST 3. For use on ihis projec� only. Ob�ain Architecfs <br /> E�UIP EQUIPMENT SHT SHEET FRAME � writtenpermissionforanyo�heruseorreproduction. <br /> ES EACH SIDE SHTG SHEATHING ABOVE � 3 � BOT FLANGE . . � _ . <br /> EW E4CH WAV SIM SIMILAR O BEAM BRACE <br /> EX EXISTING SOG SLAB-ON-GR4DE tO � PLVWOODSECTION <br /> EXP E%PANSION SP SPACE = 2017-013 <br /> EXT EXTERIOR SPEC SPECIFICATION Y � <br /> BRACED . � � ' SHOP W EL�ED BEAM I GIRDER I JOIST <br /> P FAHRENHEIT SQ S�UARE FRAMEBELOW CANTILEVER � <br /> FD FLOORDR4W SS STAWLESSSTEEL � <br /> NUMBER OF BOLTS IN <br /> PDN FOUNDATION ST SUSTAINEDTENSIONANCHOR MARK DATE DESCRIPTION <br /> FF FlNISH FLOOR STD STANDARD SPECIAL CONNECTIONS � � � Wq�� ABOVE THIS LEVEL WITH HEADER BELOW <br /> RN FlNISH STIFF STIFFENER NUMBER OF BOLTS IN ' <br /> FLG FLANGE STIRR STIRRUP GONNECTION IF <br /> FLR FLOOR STL STEEL DIFFERENT FROM TVPICAL . [ _ _ _ _ ] WpLL BELOW THIS LEVEL W ITH HEADER BELOW <br /> SGHEDULE - � - - <br /> FOB FACE OF BUILDING STRUCT STRUCTURAL <br /> FS FARSIDE SUPP SUPPORT DEMOLITION SYMBOLS <br /> FT FEET SYM SVMMETRICAL O WALLABOVETHISLEVEL <br /> FTG FOOTING T&B TOP AND BOTTOM <br /> GA GAUGE T&G TONGUEANDGROOVE - - - - - - - DEMOLISHFRAMING <br /> GALV GALVANIZED T/ TOP OF • • • <br /> � _ _ _ _ _ _ _ _ � WALL BELOW THIS LEVEL <br /> GB GRADEBEAM TB TABLE <br /> r � 1 PRINCIPAL M CHARGE� - <br /> GEN GENERAL THK THIGK(NESS) \ DEMOLI3H SLAB <br /> GL GLUEDLAMINATEDTIMBER THRU THROUGH d�L y PROJECTMANAGER_ � - <br /> GOVT GOVERNMENT TR4NS TRANSVERSE PROJECTARCHITECT�. � - <br /> GR GR4DE 1VP TYPICAL JOB CAPTAIN�. � - <br /> q �(������� DEMOLISHCMUWALL q <br /> GWB GWSUMWALLBOARD UNO IINLE55NOTE00THERWISE � • . <br /> HF HEM-FIR UT ULTR4SONICTESTING <br /> HGR HANGER VERT VERTIGAL STRUCTURAL <br /> HK HOOK VIF VERIFV IN FIELD [ _ _ _ _ _ � DEMOLISH CONCRETE WALL <br /> HORIZ HOR��oNTA� W, W�TH ABBREVIATIONS AND , <br /> HP HIGHPOINT W/O WITHOUT SYMBOLS <br /> HSS HOLLOW STRUCTUR4L SECTION WD WOOD � � (V> DEMOLISH CONCRETE COLUMN <br /> IBC INTERNATIONALBUILDINGCODE WHS WELDEDHEADEDSTUD � - . <br /> ID INSIDEDIAMETER WL WATERLINE <br /> WP W ORK POINT -�- n ( 1 DEMOLISH STEEL COLUMN <br /> _i_ u ... <br /> , <br /> NOT FOR CONSTRUCTION <br /> 1 2 3 4 5 <br />