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DRAWING LEGEND ABBREVIATIONS <br /> ^ MARK DESCRIPTION MARK DESCRIPTION x Angle FDN Foundation PSF Pounds per Square E'vERwrir Him <br /> AB Anchor Bolt FIN Finish Foot <br /> FOOTING SYMBOL(REFER TO ADDL Additional FLR Floor PSI Pounds Per Square PRIOR <br /> F2.0 I INDICATES WIDE FLANGE COLUMN ADH Adhesive FRP Fiberglass Inch �^�_ <br /> SPREAD FOOTING SCHEDULE) ALT Alternate Reinforced Plastic PSL Parallel Strand llUEM:NEM:DLYS <br /> .INDICATES HOLLOW STRUCTURAL ARCH Architectural FRT Fire Retardant Treated Lumber <br /> PI PILE CAP SYMBOL(REFER TO a SECTION(HSS)COLUMN OR B or ROT Bottom FTG Footing P-T Post-Tensioned <br /> PILE CAP SCHEDULE) TUBE J1ttL(TS)COLUMN B/ Bottom Of F/ Face of PT Pressure Treated <br /> TILT-UP/PRECAST CONCRETE WALL INDICATES HOLLOW STRUCTURAL BLDG Building GA Gage R Radius <br /> QA CONNECTION SYMBOL o SECTION(HSS)COLUMN OR BLKG Blocking GALV Galvanized RD Roof Drain <br /> = (REFER TO CONNECTION DETAIL) - STEEL. PIPE COLUMN BMU Brick Masonry Unit GEOTECH Geotechnical REF Refer/Reference p�g� <br /> 0 BP Baseplate GL Glue Laminated REINF Reinforcing $vmmr,Weszevcmr <br /> > W6 SHEAR WALL SYMBOL(REFER TO BRBF Buckling Restrained Timber RECO Required <br /> o_ a INDICATES WOOD POST Braced Frame GMB Gypsum Wail Board RET Retaining <br /> SHEAR WALLSCHEDULE) YP <br /> o BRG Bearing HDR Header SCBF Special Concentric <br /> "' BTWN Between HF Hem-Fir Braced Frame <br /> 1- 22s, REVISION TRIANGLE • INDICATES BUNDLED STUDS F Centerline HGR Hanger SCHED Schedule <br /> CD C Calber HD Hold-down SHTHG Sheathing <br /> TO TILT-UP/PRECAST CONCRETE WALLCB Castellated Beam HORIZ Horizontal SIM Similar <br /> �1 PANEL NUMBER(REFER TO TILT-UP/ INDICATES CONCRETE COLUMN CIP Cast in Place HP High Point SMF Special Moment <br /> z PRECAST CONCRETE WALL ELEVATIONS) CJ .Construction or HSS =TS(Hollow Frame <br /> CMU WALL REINFORCING SYMBOL Control Joint Structural Section) SOG Slab on Grade <br /> IIIN O INDICATES PRECAST <br /> 1 (REFER CMU WALL REINFORCING CJP Complete Joint IBC International Building SP Southern Pine MURPHY}TT P <br /> = CONCRETE COLUMN Penetration Code SPEC Specification <br /> Vr s <br /> E CLG Ceiling ID Inside Diameter SO Square <br /> LU © CONTINUITY PLATE LENGTH INDICATES MOMENT FRAME CLR Clear IE invert Elevation SR Studrai I 1•�O .Or.� <br /> (REFER TO TYPICAL DETAIL) CONNECTION CLT Cross-Laminated IF Inside Face SF Square Foot r,eo.wammogr <br /> cc <br /> w Timber INT Interior SST Stainless Steel T..0141.01 <br /> w INDICATES DOUBLE SHEAR CONNECTION <br /> er <br /> at ® (REFER TO THE DOUBLE SHEAR PLATE 0.-- INDICATES DRAG CONNECTIONCM1 UnitConrete Masonry KSF Klps Per Square Foot STDk Kis STAG StaStandard/Staggered <br /> CONNECTIONS DETAIL) COL Column LF Lineal Foot STIFF Stiffener <br /> = INDICATES NUMBER OF STUD RAIL INDICATES WOOD OR STEEL STUD CONC Concrete LL Live Load STL Steel <br /> 01- SR REQUIRED AT COLUMN(REFER TO f f WALL CONN Connection LLH Long Leg Horizontal STRUCT Structural <br /> o STUD RAIL DETAILS) CONST Construction LLV Long Leg Vertical SWWJ Solid Web Wood <br /> ROOF/FLOOR DIAPHRAGM NAUNG CONY Continuous LP Low Point Joist <br /> s O1 SYMBOL(REFER TO DIAPHRAGM ZZZZZ234 INDICATES MASONRY/CMU WALL C'SINK Countersink LONGIT Longitudinal SYM Symmetrical <br /> NAIUNG SCHEDULE) m.g <br /> OCTRD Centered LSL Laminated Strand Lumber T Top <br /> 1- 0 Diameter LVL Laminated Veneer Lumber T/ Top Of gE <br /> I- I CI I 10STSTEELSTEEL LCOLUMUMN NMSCHEBOL DU CONCRETE RETE/TiLT-UP DB Drop Beam MAS Masonry TUB Top d Bottom sx <br /> 1- DBA Deformed Bar Anchor MAX Maximum TC AX LD Top Chord <br /> I SLAB ELEVATION SYMBOL(T/REFERS DBL Double MECH Mechanical Axial Load g F <br /> INDICATES WOOD OR SILL!.STUD DEMO Demolish MEZZ Mezzanine TCX To Chord Extension <br /> TO COMPONENT THAT THE - P <br /> = ® ELEVATION REFERENCES) SHEAR WALL DEV Development MFR Manufacturer TOS Tie Down System ''gr <br /> O STUD BUBBLE(INDICATES NUMBER DF Douglas Fir MIN Minimum TUG Tongue&Groove i <br /> ■ 3) OF STUDS REQUIRED IF EXCEEDS V_===j INDICATES BEARING WALL BELOW DIAG Diagonal MISC Miscellaneous THKND Thickened z= <br /> O NUMBER SPECIFIED IN PLAN NOTE) DIST Distributed NIC Not In Contract THRD Threaded <br /> v STEP <br /> -, PLACATES <br /> TO TYPIIN CAL FOOTINNDL Dead Load NLT Nal l-Coni noted THRU Through <br /> DN Down Timber TRANSV Transverse El <br /> Z —4) (REFER4 4. INDICATES EXISTING WALL a <br /> F FOOTING DETAIL) DO <br /> Depth/Deep OC Ditto S On tCenterTo ole UBC UTYP niform Building11 <br /> it - 1 _ DETAILS OR SECTION CUT POST-TENSION DEAD END(PLAN) �' Drawing OCBF Ordinary Concentric Code <br /> X SX.X (DETAIL NUMBER/SHEET NUMBER) (E) Existing Braced Frame UNO Unless Noted ,- <br /> EA Each OD Outside Diameter Otherwise El <br /> _ x Unreinforced DETAILS OR SECTION CUT IN PLAN EF Each Face OF Outside Face URM Uinfd <br /> ra <br /> Coacx d--F—, POST-TENSION STRESSING END(PLAN) EL Elevation OPNG Opening Masonry Unit s <br /> 1-- VIEW(DETAIL NUMBER/SHEET NUMBER) <br /> 0 L, ELEC Electrical OPP Opposite VERT Vertical <br /> Co INDICATES LOCATION OF CONCRETE ELEV Elevator OWSJ Open Web Steel Joist W Wide <br /> 3 POST-TENSION PROFILE(PLAN) 1 <br /> WALLS,SHEAR WALLS OR BRACED ,�L EMBED Embedment OWNJ Open Web Wood Joist W/ With <br /> Q� FRAME ELEVATIONS 'T'' (IN INCHES) EQ Equal E Plate W/O Without €z <br /> w SPAN INDICATOR(INDICATES EXTENTS IL EQUIP Equipment PAF Powder Actuated Fastener NHS Welded Headed Stud a$ <br /> F- OF FRAMING MEMBERS OR OTHER 'I' INTERMEDIATE STRESSING(PLAN) EW Each Way PC Precast NP Working Point I— ig <br /> STRUCTURAL COMPONENTS) EXP Expansion PERP Perpendicular yAVF Welded Wire Fabric <br /> w "' '-' EXP JT Expansion Joint PLWD Plywood ± Plus or Minus <br /> ca EXT <br /> .16--N,.16--N, INDICATES DIRECTION OF DECK SPAN FDFloor Drain PREFAB Prrefabricatedrafion W 1.E <br /> cc <br /> a- a `1t <br /> Co <br /> F <br /> AT CC o <br /> 0 t. <br /> Co 1 u_ gE. <br /> O 1 <br /> Co <br /> .F ;E.. . <br /> Co <br /> 0_ _ Ain't'59 <br /> iO4il. <br /> O <br /> I- <br /> I- <br /> C.) <br /> Project Number:16011-0426 <br /> M. <br /> CO <br /> Issued or. <br /> mc <br /> ,_-. Permit <br /> r <br /> w <br /> co Date: <br /> Co <br /> Co - 04-09-2018 Permit <br /> c <br /> 0 <br /> Co <br /> co <br /> cc <br /> w <br /> h <br /> co <br /> r- <br /> 0 <br /> LL, <br /> 1- <br /> = <br /> ce Sheet Title: <br /> a <br /> w <br /> F STRUCTURAL <br /> o LEGEND AND <br /> z ABBREVIATIONS <br /> C <br /> cc <br /> r <br /> z (- //1 Sheet Number. <br /> '2 l/ <br /> r <br /> z <br /> z <br /> L. <br /> O <br /> a <br /> a <br /> SI.2M <br /> I- <br /> 1■11-0.21-51]YAao 1141,-19 WO/Y pawM <br />