HomeMy WebLinkAboutR-4332269ABBREVIATIONS
STRUCTURAL LEGEND
GENERAL NOTES:
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AB ANCHOR BOLT
ADDL ADDITIONAL
AFF ABOVE FINISH FLOOR
AFG ABOVE FINISH GRADE
AGGR AGGREGATE
ARCH ARCHITECTURAL
BF BRACED FRAME
BKT BRACKET
BL BASE LINE
BM BENCHMARK, BEAM
BIN BOUNDARY NAILING
BOF BOTTOM OF FOOTING
BOT BOTTOM
BP BASE PLATE
BRG BEARING
BSMT BASEMENT
BTWN BETWEEN
CANT CANTILEVER
CG CENTER OF GRAVITY
CIP CAST -IN -PLACE
CJ CONSTRUCTION OR CONTROL JOINT
CJP COMPLETE JOINT PENETRATION
CL CENTERLINE, CLASS, CLOSE
CLR CLEAR
CMU CONCRETE MASONRY UNIT
COL COLUMN
CONC CONCRETE
CONN CONNECTION
CONST CONSTRUCTION
CONT CONTINUOUS
CONTR CONTRACTOR
CTR CENTER
C TO C CENTER TO CENTER
DBA DEFORMED BAR ANCHOR
DBL DOUBLE
DIET DETAIL
DIA DIAMETER
DIAG DIAGONAL, DIAGRAM
DIM DIMENSION
DL DEAD LOAD
DO DITTO
DWG DRAWING
DWL DOWEL
EA EACH
EE EACH END
EF EACH FACE
EFF EFFECTIVE
EJ EXPANSION JOINT
ELEV ELEVATION
ELEC ELECTRICAL
EMB EMBEDDED,EMBEDMENT
EOS EDGE OF SLAB
EQ EQUAL
ES EACH SIDE, EQUAL SPACE,
EW EACH WAY
EXP EXPANSION
EXIST EXISTING
EXT EXTERIOR
FD FLOOR DRAIN
FDN FOUNDATION
FLR FLOOR
FIN FIELD NAILING
FS FAR SIDE
FT FEET, FOOT
FTG FOOTING
FLIT FUTURE
FV FIELD VERIFY
GA GAGE,GAUGE
GALV GALVANIZED
GC GENERAL CONTRACTOR
GR GRADE
GRTG GRATING
HK HOOK
HORIZ HORIZONTAL
HSB HIGH STRENGTH BOLT
HS HEADED STUD, HIGH STRENGTH
HSS HOLLOW STRUCTURAL SHAPE
HT HEIGHT
ID INSIDE DIAMETER
IF INSIDE FACE
IN INCH
IF INSIDE FACE
INSTR INSTRUMENTATION
INT INTERIOR, INTERSECTION
JT JOINT
K KIPS
KSF KIPS PER SQUARE FOOT
L LIVE LOAD
LE LEFT END
LF LINEAR FOOT
LLH LONG LEG HORIZONTAL
LLV LONG LEG VERTICAL
LOC LOCATION
LONG LONGITUDINAL
LWT LIGHTWEIGHT
MATL MATERIAL
MAX MAXIMUM
MECH MECHANICAL
MEP MECHANICAL, ELECTRICAL, PLUMBING
MF MOMENTFRAME
MFR MANUFACTURER
MIN MINIMUM
MISC MISCELLANEOUS
MO MASONRY OPENING
MTL METAL
NOM NOMINAL
INS NEAR SIDE FOOTING TAG: 1. REFER TO GEN-GZN006 & GEN-GZN007 FOR ADDITIONAL SYMBOLS AND LEGEND.
NTS NOT TO SCALE
NWT NORMAL WEIGHT FOOTING MARK
OC ON CENTER
OD OUTSIDE DIAMETER F-XX
OF OUTSIDE FACE
OPNG OPENING (XXX�-X���
OPP OPPOSITE TOP OF FOOTING ELEVATION
OSL OUTSTANDING LEG
PAF POWER ACTUATED FASTENER
PJP PARTIAL JOINT PENETRATION FRAMING TAG:
PL PLATE
PLBG PLUMBING 1 i (XX) C=X°
PLF POUNDS PER LINEAR FOOT
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PR PAIR CAMBER
PREFAB PREFABRICATED NO. OF STUDS
PRL PARALLEL FRAMING MEMBER
PRMT PERIMETER
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH SPAN SYMBOL:
PVMT PAVEMENT
R RADIUS NOTE
RD ROOF DRAIN
RE RIGHT END DIRECTION OF SPAN
REF REFER TO
REINF REINFORCING MOMENT FRAME:
REQD REQUIRED
SCHED SCHEDULE
SDL SUPERIMPOSED DEADLOAD
SECT SECTION
SEOR STRUCTURAL ENGINEER OF RECORD FRAMING MEMBER
SF SQUARE FOOT SPIN SEPARATION MOMENT CONNECTION
SIM SIMILAR — COLUMN
SMS SHEET METAL SCREW
SOG SLAB ON GRADE
SOMD SLAB ON METAL DECK MOMENT CONNECTION:
SPA SPACING
SPEC SPECIFICATION
SQ SQUARE
SST STAINLESS STEEL FRAMING MEMBER
STD STANDARD
STL STEEL MOMENT CONNECTION
STIF STIFFENER COLUMN
STRUCT STRUCTURAL
SYM SYMBOL
T&B TOP AND BOTTOM BEAM SPLICE:
TEMP TEMPORARY, TEMPERATURE
THK THICKNESS
TOO TOP OF
TOC TOP OF CONCRETE FRAMING MEMBER
TOF TOP OF FOOTING BEAM SPLICE LOCATION
TOS TOP OF SLAB, TOP OF STEEL,
TOW TOP OF WALL FRAMING MEMBER
TYP TYPICAL
LINO UNLESS NOTED OTHERWISE
VERT VERTICAL BEAM WEB PENETRATION:
W/ WITH
W/0 WITHOUT
W WIND LOAD DIMENSION FROM TOP
WILD WELDED X NOF STEEL TO CENTER
WT WEIGHT OF WEB PENETRATION
WWF WELDED WIRE FABRIC /
WEB PENETRATION MARK
WEB PENETRATION LOCATION
FRAMING MEMBER
DEVELOPMENT ENGINEERING
R-4332269 I msippo 11/25/2025
DESIGNED BY: SCALE: STRIDE BUS RAPID TRANSIT DRAWING NO.:
L. DOWELL 0ESPAR2A Q J NTS BT120-SZN003
DRAWN BY: ��� °� wasNJ°G U FILENAME: SOUTH RENTON TRANSIT CENTER
R. MUNRO w � �t� a, �z 4Sr.RIDE w co S1-BT120-S-v2020 BT105 FACILITY ID:
CHECKED BY: :n N BRT General Engineering Consultant J LL�� DrRANS�T CONTRACT No.: STRUCTURAL BT120
D. PRINDLE2 16264��� �� <<� aL�N����RTA/cN 0205-24 GENERAL STRUCTURAL NOTES SHEET N« REV:
0 12/10/2024 LPD DJP AE ISSUED FOR BID APPROVED BY: � NAL ',' SUBMITTED BY: DATE: REVIEWED BY: DATE: SUBMITTAL DATE: 347
No. DATE I DSN CHK APP REVISION A. ESPARZA 15/Nov/2024 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024