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(E) <br />(N) <br /># <br />& <br />@ <br />A.A. <br />A.B. <br />ABV <br />ADD'L <br />ADH <br />ADJ <br />AGGR <br />AL <br />ALT <br />ANSI <br />APPROX <br />ARCH <br />ASTM <br />A.C. <br />BTWN <br />BLDG <br />BLKG <br />BM or BMS <br />B.N. <br />B.O. FTG <br />BOT <br />B.P. <br />BRG <br />B.S. <br />BSMT <br />C <br />CANT <br />C.I.P. <br />C.J. <br />CL <br />CLG <br />CLR <br />CMU <br />COL <br />CONC <br />CONN <br />CONST <br />CONT <br />CP <br />CSK <br />CTR <br />d <br />DBL <br />DEMO <br />DET or DETS DETAIL or DETAILS <br />DEMOLITION <br />DOUBLE <br />PENNY (NAIL SIZE) <br />CENTER <br />COUNTERSINK <br />COMPLETE PENETRATION <br />CONTINUOUS <br />CONSTRUCTION <br />CONNECTION <br />CONCRETE <br />COLUMN <br />CONCRETE MASONRY UNIT <br />CLEAR <br />CEILING <br />CENTERLINE <br />CONSTRUCTION JOINT <br />CAST IN PLACE <br />CANTILEVER <br />CHANNEL <br />BASEMENT <br />BOTH SIDES <br />BEARING <br />BASE PLATE <br />BOTTOM <br />BOTTOM OF FOOTING <br />BOUNDARY NAILING <br />BEAM or BEAMS <br />BLOCKING <br />BUILDING <br />BETWEEN <br />ASPHALT CONCRETE <br />TESTING and MATERIALS <br />AMERICAN SOCIETY for <br />ARCHITECTURAL <br />APPROXIMATE <br />STANDARDS INSTITUTE <br />AMERICAN NATIONAL <br />ALTERNATE <br />ALUMINUM <br />AGGREGATE <br />ADJACENT <br />ADHESIVE <br />ADDITIONAL <br />ABOVE <br />ANCHOR BOLT <br />ADHESIVE ANCHOR <br />AT <br />AND <br />NUMBER <br />NEW <br />EXISTING DIAG <br />DIA or Ø <br />DIM or DIMS <br />DIST <br />DK or DKG <br />DN <br />DO <br />DWG or DWGS <br />DWL or DWLS <br />EA <br />E.D. <br />E.F. <br />E.J. <br />EL <br />ELEC <br />ELEV <br />EMBED <br />E.N. <br />E.O. SLAB <br />EQ <br />EQUIP <br />E.S. <br />EV <br />E.W. <br />EXCAV <br />EXP <br />EXT <br />FDN <br />F.F. <br />FIN <br />FLR or FLRS <br />F.N. <br />F.O. <br />F.O. CONC <br />F.O. STUD(S) <br />FPRF <br />F.R.O. <br />FRP <br />F.S. <br />FT <br />FTG or FTGS <br />GA <br />GALV <br />GL <br />GLB <br />GRND <br />GR <br />GYP BD <br />HD <br />H.D.G.HOT DIPPED GALVANIZED <br />HOLDOWN <br />GYPSUM BOARD <br />GRADE <br />GROUND <br />GLU-LAM BEAM <br />GLASS or GLAZING <br />GALVANIZED <br />GAUGE <br />FOOTING or FOOTINGS <br />FOOT AND FEET <br />FAR SIDE <br />PLASTIC <br />FIBERGLASS REINFORCED <br />FOR REFERENCE ONLY <br />FIREPROOFING <br />FACE OF STUD(S) <br />FACE OF CONCRETE <br />FACE OF <br />FIELD NAILING <br />FLOOR or FLOORS <br />FINISH <br />FAR FACE <br />FOUNDATION <br />EXTERIOR <br />EXPANSION <br />EXCAVATE or EXCAVATION <br />EACH WAY <br />EVERY <br />EACH SIDE <br />EQUIPMENT <br />EQUAL <br />EDGE OF SLAB <br />EDGE NAILING <br />EMBEDMENT <br />ELEVATOR <br />ELECTRICAL <br />ELEVATION <br />EXPANSION JOINT <br />EACH FACE <br />EDGE DISTANCE <br />EACH <br />DOWEL or DOWELS <br />DRAWING or DRAWINGS <br />DITTO <br />DOWN <br />DECK or DECKING <br />DISTANCE <br />DIMENSION or DIMENSIONS <br />DIAMETER <br />DIAGONAL HDR <br />HK or HKS <br />HORIZ or (H) <br />H.P. <br />H.S.B. <br />HSS <br />HT <br />I.D. <br />INFO <br />JST or JSTS <br />JT <br />K.O. <br />L <br />LARR <br />Ld <br />Ldh <br />LEV <br />LLBB <br />LLH <br />LLV <br />LOC <br />LONGIT <br />L.P. <br /> s <br />LSL <br />LSH <br />LSV <br />LT <br />LVL <br />L.W.C. <br />MAX <br />M.B. <br />MECH <br />M.E.P. <br />MEZZ <br />M.F. <br />MFR <br />MIN <br />MISC <br />MTD <br />MTL <br />N <br />N.F. <br />N.I.C. <br />NO. or # <br />NOM DIA <br />N.S. <br />N.T.S. <br />N.W.C.NORMAL WEIGHT CONCRETE <br />NOT TO SCALE <br />NEAR SIDE <br />NOMINAL DIAMETER <br />NUMBER <br />NOT IN CONTRACT <br />NEAR FACE <br />NORTH <br />METAL <br />MOUNTED <br />MISCELLANEOUS <br />MINIMUM <br />MANUFACTURER <br />MOMENT FRAME <br />MEZZANINE <br />PLUMBING <br />MECHANICAL, ELECTRICAL, <br />MECHANICAL <br />MACHINE BOLT <br />MAXIMUM <br />LIGHT WEIGHT CONCRETE <br />VENEER LUMBER <br />MICROLLAM LAMINATED <br />LIGHT <br />LONG SIDE VERTICAL <br />LONG SIDE HORIZONTAL <br />STRAND LUMBER <br />TIMBERSTRAND LAMINATED <br />LAP SPLICE LENGTH <br />LOW POINT <br />LONGITUDINAL <br />LOCATION <br />LONG LEG VERTICAL <br />LONG LEG HORIZONTAL <br />LONG LEG BACK TO BACK <br />LEVEL <br />HOOK DEVELOPMENT LENGTH <br />DEVELOPMENT LENGTH <br />LOS ANGELES RESEARCH REPORT <br />ANGLE <br />KNOCK-OUT <br />JOINT <br />JOIST or JOISTS <br />INFORMATION <br />INSIDE DIAMETER <br />HEIGHT <br />HOLLOW STRUCTURAL SECTION <br />HIGH STRENGTH BOLTS <br />HIGH POINT <br />HORIZONTAL <br />HOOK or HOOKS <br />HEADER O/ <br />O.C. <br />O.D. <br />O.H. <br />OPNG <br />OPP <br />OWJ <br />OWSG <br />OWSJ <br />P.A.F. <br />PARL <br />PB <br />PC or PCS <br />PERP <br />PL <br />PLF <br />PLYWD <br />P.P. <br />PR <br />PRCST <br />PSF <br />PSL <br />PT <br />P-T <br />P.T. <br />PTN <br />R or RAD <br />REBAR <br />REF <br />REINF <br />REQ'D <br />REV <br />RFG <br />R.O. <br />RSJ <br />S.A.D. <br />SCHED <br />S.D.S. <br />SECT <br />S.E.D. <br />SHT <br />SHTG <br />SIM <br />SL <br />S.M.D. <br />S.M.S. <br />S.O.G.SLAB ON GRADE <br />SHEET METAL SCREW <br />DOCUMENTS <br />SEE MECHANICAL <br />SLOPE <br />SIMILAR <br />SHEATHING <br />SHEET <br />DOCUMENTS <br />SEE ELECTRICAL <br />SECTION <br />SELF DRILLING SCREW <br />SCHEDULE <br />DOCUMENTS <br />SEE ARCHITECTURAL <br />ROLLED STEEL JOIST <br />ROUGH OPENING <br />ROOFING <br />REVISE OR REVISION <br />REQUIRED <br />REINFORCING <br />REINFORCED or <br />REFERENCE <br />REINFORCING BAR <br />RADIUS <br />PARTITION <br />PRESSURE TREATED <br />POST TENSIONED <br />POINT <br />PARALLAM STRAND LUMBER <br />POUNDS PER SQUARE FOOT <br />PRECAST <br />PAIR <br />PLYWOOD <br />PARTIAL PENETRATION <br />POUNDS PER LINEAR FOOT <br />PLATE <br />PERPENDICULAR <br />PIECE or PIECES <br />POST BELOW <br />PARALLEL <br />POWDER ACTUATED FASTENER <br />OPEN WEB STEEL JOIST <br />OPEN WEB STEEL GIRDER <br />OPEN WEB JOIST <br />OPPOSITE <br />OPENING <br />OPPOSITE HAND <br />OUTSIDE DIAMETER (DIM) <br />ON CENTER <br />OVER SPEC <br />SQ <br />S.S. <br />STAG <br />STD <br />STIFF <br />STIR <br />S.N. <br />STL <br />STRUC <br />S.E.O.R. <br />SUBST <br />SUSP <br />SYM <br />TMPD <br />T&B <br />T&G <br />THK <br />THRD <br />THRU <br />T.N. <br />T.O. <br />T.O. B.P. <br />T.O. CONC <br />T.O. STL <br />T.O. SLAB <br />TRANS <br />TR <br />TS <br />TSG <br />TYP <br />U.O.N. <br />URM <br />VENT. <br />VERT or (V) <br />V.I.F. <br />W/ <br />W/O <br />W or WF <br />WD <br />W.P. <br />WT <br />WWF <br />X HVY <br />XX HVY <br />X STR <br />XX STR DOUBLE EXTRA STRONG <br />EXTRA STRONG <br />DOUBLE EXTRA HVY <br />EXTRA HEAVY <br />WELDED WIRE FABRIC <br />WEIGHT <br />WORK POINT <br />WOOD <br />WIDE FLANGE <br />WITHOUT <br />WITH <br />VERIFY IN FIELD <br />VERTICAL <br />VENTILATE <br />UNREINFORCED MASONRY <br />UNLESS OTHERWISE NOTED <br />TYPICAL <br />TAPERED STEEL GIRDER <br />TUBE STEEL <br />TREAD <br />TRANSVERSE <br />TOP OF STRUCTURAL SLAB <br />TOP OF STEEL <br />TOP OF CONCRETE <br />TOP OF BASE PLATE <br />TOP OF <br />TOE NAIL <br />THROUGH <br />THREADED <br />THICK <br />TONGUE AND GROOVE <br />TOP AND BOTTOM <br />TEMPERED <br />SYMMETRICAL <br />SUSPENDED <br />SUBSTITUTE <br />OF RECORD <br />STRUCTURAL ENGINEER <br />STRUCTURAL <br />STEEL <br />STITCH NAILING <br />STIRRUP or STIRRUPS <br />STIFFENER <br />STANDARD <br />STAGGER or STAGGERED <br />STAINLESS STEEL <br />SQUARE <br />SPECIFICATIONS <br />SPECIFICATION or <br />ABBREVIATIONS <br />ABBREVIATIONS <br />S0.2 <br />N <br />ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND <br />UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED, OR DISCLOSED <br />WITHOUT WRITTEN CONSENT OF ARCHITECT. COPYRIGHTED. <br />PROJECT NO.CHECKED BY <br />SHEET NO. <br />SCALE @ ARCH E1 <br />SHEET NAME <br />CLIENT NAME <br />ARCHITECT'S STAMP <br />PROJECT TEAM <br />KEY PLAN <br />As indicated24026.3 <br />sna1610ph4 - PHASE 4 <br />1610 E ST ANDREW PL, SUITE 240 <br />SANTA ANA, CA 92705 <br />COLLECTORS <br />Δ DATE REASON FOR ISSUE BY <br />2026-0131 PLAN CHECK <br />ISSUE RECORD <br />3852 W. 157th Street <br />Lawndale, CA 90260 <br />PHONE: 562-673-0056 <br />www.ardmorestructural.com <br />101 N. Pacific Coast Hwy, Suite 301 <br />El Segundo, CA 90245 <br />1300 Dove Street, Suite 160 <br />Newport Beach, CA 92660 <br />BM <br />2026-0318 PLAN CHECK RESPONSE BM1 <br />2026-0415 PLAN CHECK RESPONSE BM2 <br />YourSpreadsheets <br />Address line 1 and line 2 <br />Telephone line 1 and Fax <br />A GROUND BEAM GB2 REVISED.D <br />B <br />REMOVED GB32. ADDED NEW <br />REINFORCEMENT TO GB4 AND <br />GB12. ADDED NEW GB48. <br />D <br />C NEW LINKS ADDED TO GB23.D