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ABBREVIATIONS
<br /> (THIS IS A COMPREHENSIVE LIST, SOME OF WHICH MAY NOT APPEAR ON THESE DRAWINGS.)
<br /> AB ANCHOR BOLT L, LL LIVE LOAD ow
<br /> ACI AMERICAN CONCRETE INSTITUTE L STRUCTURAL STEEL ANGLE am
<br /> = FOSSATTI PAWLAK
<br /> ADDL ADDITIONAL LAB LABORATORY
<br /> ADJ ADJACENT LB POUND
<br /> AFF ABOVE FINISHED FLOOR LF LINEAL FOOT MI STRUCTURAL ENGINEERS
<br /> AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION LG LONG 1735 Westlake Ave N,Ste 205
<br /> ALT ALTERNATE LLBB LONG LEGS BACK-TO-BACK Seattle,WA 98109
<br /> LLH LONG LEGS HORIZONTAL Phone:206.456.3071
<br /> ANSI AMERICAN NATIONAL STANDARDS INSTITUTE LLV LONG LEGS VERTICAL Fax:206.456.3076
<br /> APA AMERICAN PLYWOOD ASSOCIATION LOC LOCATION www.fossatti.com
<br /> APPROX APPROXIMATE, APPROXIMATELY LONGIT LONGITUDINAL
<br /> ARCH'L ARCHITECT, ARCHITECTURAL LSL LAMINATED STRAND LUMBER
<br /> ARCHT,ARCH LSL LONG SLOTTED HOLE
<br /> ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS LVL LAMINATED VENEER LUMBER
<br /> ASTM AMERICAN SOCIETY FOR TESTING & MATERIALS LWC LIGHT WEIGHT CONCRETE
<br /> ATR ALL THREAD ROD
<br /> AWS AMERICAN WELDING SOCIETY M, MC MISC SHAPE ten'n n' 2,
<br /> MAS MASONRY • P, P ii ��,
<br /> BDBDDG BUIRD LDING NG MATE MATERIAL • cF wAsy 4-*„,
<br /> BLDG BLOCKINGUILDI MAX MAXIMUM `c �Z PF, 1"i < r�
<br /> MECH MECHANICAL ,7 7 ,la
<br /> BM BEAM MFR MANUFACTURER ,;� ,F'` )_�
<br /> BMST BASEMENT MIN MINIMUM; MINUTE �H �� �� H, /�9'J`
<br /> BMU BRICK MASONRY UNIT(S) MISC MISCELLANEOUS •
<br /> BOF BOTTOM OF FOOTING MO MASONRY OPENING c`G�' r 23024 �,v`���` �
<br /> BOS BOSOM - (3) INTERIOR SIDES F , 4'
<br /> B, BOT BOTTOM (N) NEW `GG J •, L E ,C>
<br /> BRG BEARING N NORTH v r IDNAL i 4.
<br /> NF NEAR FACE `��'gi_tT1,`�
<br /> C STEEL CHANNEL SHAPE NFPA NATIONAL FOREST PRODUCTS ASSOC
<br /> CD CONSTRUCTION DOCUMENTS NIC NOT IN CONTRACT
<br /> CG CENTER OF GRAVITY NOM NOMINAL PROJECT
<br /> CGS CENTER OF GRAVITY OF STRANDS NS NEAR SIDE
<br /> CIP CAST-IN-PLACE NTS NOT TO SCALE
<br /> CJ CONSTRUCTION JOINT CONTROL JOINT oc ON CENTER
<br /> CJP COMPLETE JOINT PENETRATION
<br /> CL CENTERLINE OD OUTSIDE DIAMETER
<br /> CLR CLEAR OF OUTSIDE FACE
<br /> CMU CONCRETE MASONRY UNIT OH OPPOSITE HAND
<br /> COL COLUMN OPNG OPENING
<br /> CONC CONCRETE OPP OPPOSITE
<br /> CONN CONNECTION, CONNECT OSB ORIENTED STRAND BOARD
<br /> CONSTR CONSTRUCTION OVS OVERSIZED HOLE
<br /> CONT CONTINUOUS PAR PARALLEL
<br /> CONTR CONTRACTOR PC PRECAST
<br /> COORD COORDINATE PERP PERPENDICULAR
<br /> CO
<br /> CP COMPLETE PENETRATION PL PLATE j Q
<br /> CTSK, CSK COUNTERSINK, COUNTERSUNK
<br /> CTR CENTER PLY, PLWD PLYWOOD
<br /> 1 0 CU FT CUBIC FOOT PP PARTIAL PENETRATION CZ
<br /> 7 4 CU IN CY CUBIC INCH
<br /> CUBIC YARD PREFAB
<br /> PROP PREFABRICATED
<br /> PROPERTY O
<br /> PSF POUNDS PER SQUARE FOOT
<br /> d PENNY (NAILS) PSI POUNDS PER SQUARE INCH aj
<br /> D, DL DEAD LOAD PSL PARALLEL STRAND LUMBER Z s-
<br /> DBA DEFORMED BAR ANCHOR PT POST TENSION, PRESSURE TREATED
<br /> DBL DOUBLE PTB POST TO BEAM/BLOCKING NAILING >
<br /> DEPT DEPARTMENT RD ROOF DRAIN
<br /> DET DEUGILAS FIR L REF REFERENCE N
<br /> DF W
<br /> D DIAMETER (SEE SYMBOLS) REINF REINFORCE; REINFORCING CD
<br /> DIAG DIAGONAL REQ'D REQUIRED
<br /> DIAPH DIAPHRAGM RO ROUGH OPENING
<br /> DICA DRILLED-IN CONCRETE ANCHOR SCHED SCHEDULE
<br /> DIM DIMENSION SEC, SECT SECTION
<br /> DN DOWN SHT SHEET
<br /> DO DITTO SHTG SHEATHING, SHEETING
<br /> DWG DRAWING SIM SIMILAR
<br /> DWL DOWELS SIMP SIMPSON
<br /> SJ SHRINKAGE JOINT
<br /> (E) EXISTING SLBB SHORT LEGS BACK TO BACK
<br /> EEAA EACH SPA SPACING, SPACE, SPACES
<br /> EF EACH FACE SPEC SPECIFICATION
<br /> EL, ELEV ELEVATION SQ SQUARE PREVISIONS
<br /> ELEC ELECTRICAL SS STRUCTURAL SELECT, STAINLESS STEEL
<br /> ELEV ELEVATOR SSL SHORT SLOTTED HOLE
<br /> EMB EMBED, EMBEDDED, EMBEDMENT STD STANDARD NO. DATE
<br /> ENGR ENGINEER STIFF STIFFENER
<br /> EQ EQUAL STIR STIRRUP
<br /> EQUIP EQUIPMENT STL STEEL
<br /> ES EACH SIDE STRUCT STRUCTURAL 7/01/19 PERMIT REVISIONS
<br /> EW EACH WAY SUSP SUSPENDED
<br /> EX EXISTING SYM SYMMETRICAL
<br /> EXP EXPANSION; EXPOSED SW SHEAR WALL 9/17/19 PERMIT REVISIONS
<br /> EXP JT,EJ EXPANSION JOINT T TOP
<br /> EXT EXTERIOR T&B TOP AND BOTTOM
<br /> FD FLOOR DRAIN T&G TONGUE AND GROOVE
<br /> FDN FOUNDATION TEMP TEMPERATURE
<br /> FF FAR FACE, FINISHED FLOOR TG TRUSS GIRDER
<br /> FLR FLOOR; FLOOR LINE THD THREADED
<br /> FLG, FL FLANGE THK THICKNESS
<br /> FOC FACE OF CONCRETE THRU THROUGH
<br /> FOC FACE OF CCRY TJI TRUS-JOIST MACMILLIAN I-JOIST
<br /> FOS FACE OF STUD TOB TOP OF BEAM
<br /> FP FACE I PAWLAK TOC TOP OF CONCRETE; TOP OF CURB
<br /> FRM FRAME TOF TOP OF FOOTING
<br /> FS FULL SIZE, FAR SIDE TOL TOP OF LEDGER
<br /> FT FEET, FOOT TOM TOP OF MASONRY
<br /> FTG FOOTING TOS TOP OF STEEL, TOP OF STRUCTURE
<br /> TOW TOP OF WALL
<br /> GA GAUGE, GAGE TRANSV TRANSVERSE
<br /> GALV GALVANIZED TS TUBING, STRUCTURAL
<br /> GL, GLB GLUE-LAMINATED TYP TYPICAL
<br /> GN,GEN,GSN GENERAL STRUCTURAL NOTES UL UNDERWRITER'S LABORATORY, INC.
<br /> GWBGYPSUM WALL BOARD UNO, UON UNLESS NOTED OTHERWISE
<br /> GYPP GYPSUM URM UNREINFORCED MASONRY
<br /> 1 1 8 5 HD HOEDOWN UT ULTRA-SONIC TEST
<br /> HDR HEADER HF HEMLOCK-FIR V, VERT VERTICAL
<br /> HNG HANGER W, WF WIDE FLANGE 5/28/19 19-042
<br /> H, HORZ HORIZONTAL
<br /> HP HP SHAPE W/ WILD DATE JOB#
<br /> HS HIGH STRENGTH
<br /> UT
<br /> HSS HOLLOW STRUCTURAL SECTION WABO WA ASSOCO OF BLDG OFFICIALS TCB FPP
<br /> HT HEIGHT WFCM WOOD FRAME CONSTRUCTION MANUAL DESIGN CHECKED
<br /> BC NTERNATIONAL BUILDING CODE WHS WELDED-HEAD STUD
<br /> RC NTERNATIONAL RESIDENTIAL CODE WP WORK POINT BDS AS NOTED
<br /> WT STRUCTURAL T
<br /> D NSIDE DIAMETER DRAWN SCALE
<br /> F NSIDE FACE WWF, WWM WELDED WIRE FABRIC/MESH
<br /> N NCH
<br /> NCL NCLUDE; INCLUDING; INCLUSIVE
<br /> NFO NFORMATION & AND
<br /> NT NTERIOR © AT
<br /> JT JOINT c=X BEAM CAMBER
<br /> q_ CENTERLINE
<br /> K KIP = 1000 POUNDS 0 DIAMETER; ROUND
<br /> KO KNOCK-OUT # NUMBER; POUND
<br /> KSI KIPS PER SQUARE INCH $ SQUARE
<br /> L STRUCTURAL ANGLE
<br /> LL DOUBLE ANGLE
<br /> SYMBOLS
<br /> I • • COLUMN CONTINUOUS ►- MOMENT CONNECTION
<br /> X SHEET TITLE
<br /> L COLUMN BELOW \am 1 PLAN MARK
<br /> ® ELEVATION MARK ^ SECTION MARK ABBREVIATIONS
<br /> EL X'-X'' SW-X & SYMBOLS
<br /> ELEVATION CALL OUT / SHEAR WALL
<br /> [X'-X"] ELEVATION ® TOP OF FOOTING \\\ SLAB DEPRESSION
<br /> SHEET NO.
<br /> SPAN FRAMING ARROW S STEPPED FOOTING
<br /> EXTENT -
<br /> s°\' HOEDOWN S I . 3
<br /> 12 9 6 ABBREVIATIONS & SYMBOLS 3
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