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OUTSIDE DIAMETER <br />PRESSURE TREATED <br />SEE MECHANICAL DRAWINGS <br />SEE CIVIL DRAWINGS <br />SEE ARCHITECTURAL DRAWINGS <br />TONGUE AND GROOVE <br />TOP OF CONCRETE <br />UNLESS OTHERWISE NOTED <br />TOP OF SLAB/STEEL <br />THRU THROUGH <br />FLOORFLR. <br />HDR. <br />INT. <br />HT. <br />I.D. <br />IN. <br />HORIZ. <br />GALV. <br />G.L. <br />GLB <br />HD <br />FTG. <br />FT. <br />GA. <br />F.N. <br />HEADER <br />INSIDE DIAMETER <br />INTERIOR <br />HEIGHT <br />HORIZONTAL <br />INCH <br />GLUED LAMINATED BEAM <br />GALVANIZED <br />GRID LINE <br />HOLDOWN <br />FOOTING <br />FIELD NAILING <br />FEET <br />GAUGE <br />V.I.F. VERIFY IN FIELD <br />WITHOUT <br />WOOD <br />WEIGHT <br />WORKING POINT <br />WITH <br />WT. <br />W/O <br />W.P. <br />W/ <br />WD. <br />TYPICAL <br />TOP OF <br />VERTICAL <br />U.O.N <br />VERT. <br />TYP. <br />T.O.S. <br />T.O.C <br />T.O. <br />DIAPH. <br />E/S <br />EXT. <br />FIN. <br />FDN. <br />E/W <br />EMB. <br />EQUIV. <br />E.N. <br />EQ. <br />(E) <br />E/F <br />E/E <br />EL. <br />EA. <br />DWG. <br />DN. <br />DIM. <br />COL. <br />CONT. <br />DBL. <br />DET. <br />DIA. Ø <br />CONN. <br />COND. <br />CONC. <br />COMP. <br />BTWN. <br />CLR. <br />CNTR. <br />CMU <br />C.F. <br />BOT. <br />B.O. <br />B.N. <br />S.M.D <br />DIAPHRAGM <br />EACH SIDE <br />EXTERIOR <br />FOUNDATION <br />EACH WAY <br />FINISH <br />EMBEDMENT <br />EQUIVALENT <br />EDGE NAILING <br />EQUAL <br />EXISTING <br />EACH FACE <br />EACH END <br />ELEVATION <br />EACH <br />DRAWING <br />DIMENSION <br />DOWN <br />STEEL <br />STANDARD <br />STIFFENER <br />THICK <br />TOP AND BOTTOM <br />SYMMETRIC <br />SHEAR WALL <br />THREADED <br />SYM. <br />THR'D. <br />THK. <br />T&B <br />T&G <br />STIFF. <br />STL. <br />S.W. <br />STD. <br />SHEATHING <br />SLAB ON GRADE <br />SHEET <br />SIMPSON <br />SCHEDULE <br />SIMILAR <br />SPECIFICATIONS <br />STAGGERED <br />S.O.G. <br />SPEC. <br />STAG. <br />SIM. <br />SHTG. <br />SCH. <br />SIMP. <br />SHT. <br />COLUMN <br />CONTINUOUS <br />DOUBLE <br />DIAMETER <br />DETAIL <br />CONNECTION <br />CONDITION <br />CONCRETE <br />COMPACTED <br />CONCRETE MASONRY UNIT <br />BOUNDARY NAILING <br />BETWEEN <br />CENTER <br />CUBIC FEET <br />CLEAR <br />BOTTOM <br />BOTTOM OF <br />PERP. PERPENDICULAR <br />PLYWOOD <br />REINFORCING <br />REQUIRED <br />REVISION <br />REFERENCE <br />REQ'D <br />S.A.D. <br />S.C.D. <br />REV. <br />PLYWD. <br />REINF. <br />P.T. <br />REF. <br />METAL <br />ON CENTER <br />OPPOSITE <br />OPENING <br />NEW <br />NOT IN CONTRACT <br />NOT TO SCALE <br />PARALLEL <br />O.C. <br />OPNG. <br />OPP. <br />PAR. <br />O.D. <br />N.I.C. <br />N.T.S <br />MTL. <br />(N) <br />(A) <br />ARCH. <br />BM. <br />BLKG. <br />BLDG. <br />(B) <br />APPROX. <br />A.B. <br />ADJ. <br />ADD'L <br />ABOVE <br />ARCHITECT <br />BLOCKING <br />BUILDING <br />BEAM <br />BELOW <br />APPROXIMATE <br />ADJACENT <br />ANCHOR BOLT <br />ADDITIONAL <br />LB POUND <br />LEVEL <br />LONGITUDINAL <br />LAG SCREW <br />MINIMUM <br />MECHANICAL <br />MAXIMUM <br />MACHINE BOLT <br />MISCELLANEOUS <br />MAX. <br />MECH. <br />MISC. <br />MIN. <br />M.B. <br />L.S. <br />LONG. <br />LV. <br />COLL.COLLECTOR <br />P/T POST TENSIONED <br />MICROLLAMML. <br />PSL PARALLEL STRAND LUMBERCNTRSNK.COUNTER SUNK <br />NORMAL WEIGHTN.W. <br />SQUARESQ. <br />TUBE STEELTS <br />RELATIVE COMPACTIONR.C. <br />C.J.CONSTRUCTION JOINT <br />C.I.P.CAST IN PLACE <br />HSS HOLLOW STRUCTURAL STEEL <br />LIGHT WEIGHTL.W.A.F.F.ARCHITECTURAL FINISHED FLOOR <br />TRANSVERSETRNSV. <br />PLATE <br />CENTERLINECL <br />PL <br />LONG LEG VERTICALLLV <br />A.T.R.ALL THREAD ROD <br />F.S.FAR SIDE <br />H.D.G.HOT DIP GALVANIZED <br />V.W.A. VERIFY WITH ARCHITECT <br />NEAR SIDEN.S. <br />LAMINATED VENEER LUMBERLVL <br />SEE LANDSCAPE DRAWINGSS.L.D. <br />N <br />DET. NO/SHT. NO. <br />1 <br />COL. S <br />I <br />Z <br />E <br />A A <br />DWG. <br />SHEET <br />DWG. <br />SHEET <br />DWG. <br />SHEET <br />GRID LINE KEYNOTE TAG MATCHLINE <br />ELEVATION REVISIONS COLUMN TAG NORTH ARROW <br />SECTION SECTION DETAIL ELEVATION <br />X <br />Scale <br />Project number <br />Date <br />Drawn by <br />Jen Dunbar, AIA <br />phone: 310.435.3928 <br />12314 La Maida Street <br />Valley Village, CA 91607 <br />jen@dunbararchitecture.com <br />DUNBAR <br />ARCHITECTURE <br />As indicated <br />2/ <br />2 <br />5 <br />/ <br />2 <br />0 <br />2 <br />5 <br /> <br />1 <br />: <br />5 <br />5 <br />: <br />4 <br />7 <br /> <br />P <br />M <br />S0.00 <br />COVER SHEET <br />23005.10 <br />CYPRESS STREET <br />FIRE STATION <br />REHABILITATION <br />CITY OF SANTA ANA <br />01/12/2024 <br />IK <br />625 S. CYPRESS <br />SHEET LIST <br />SHEET NUMBER SHEET NAME <br />S0.00 COVER SHEET <br />S0.01 GENERAL NOTES <br />S0.02 GENERAL NOTES <br />S0.04 SPECIAL INSPECTIONS & TESTING <br />S0.11 LOADING PLANS <br />S0.21 TYPICAL CONCRETE DETAILS <br />S0.22 TYPICAL FOUNDATION DETAILS <br />S0.23 TYPICAL WOOD DETAILS <br />S0.24 TYPICAL WOOD DETAILS <br />S0.31 TYPICAL WSWH DETAILS <br />S1.01 FOUNDATION & FIRST FLOOR FRAMING PLAN <br />S1.02 ROOF FRAMING PLAN <br />S2.01 FOUNDATION & FIRST FLOOR DETAILS <br />S2.02 FRAMING DETAILS <br />S0.00 N.T.S. <br />1 ABBREVIATIONS <br />S0.00 1/4" = 1'-0" <br />2 GENERAL SYMBOLS <br />No. Description Date <br />1 100% DD ISSUANCE 01/12/2024 <br />2 75% CD ISSUANCE 03/15/2024 <br />3 90% CD ISSUANCE 05/03/2024 <br />4 PERMIT SET 05/17/2024 <br />5 BACKCHECK SET 01/17/2025 <br />EXP. 03/31/26 <br />No. C78947 <br />STATEOF CA LIFORNIA <br />REGISTERED PROF E SSIONALENGINEE <br />R <br />NINAAZAD HMAHJOUB <br />E <br />CI V IL <br />DATE SIGNED <br />02/27/2025 <br />6 2 BACKCHECK SETND 02/27/2025