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A.B.ANCHOR BOLT <br />ABV.ABOVE <br />ADD'L ADDITIONAL <br />ADJ.ADJACENT <br />ALUM.ALUMINUM <br />ALT.ALTERNATE <br />APPRX.APPROXIMATE(LY) <br />ARCH.ARCHITECT(TURAL) <br />&AND <br />@ AT <br />BEL.BELOW <br />B.B.BRACED FRAME <br />BLDG.BUILDING <br />BLK.BLOCK <br />BLKG.BLOCKING <br />BM.BEAM <br />B.N.BOUNDARY NAILING <br />BNDRY.BOUNDARY <br />B.O.F.BOTTOM OF FOOTING <br />BRDG.BRIDGE (ING) <br />BRG.BEARING <br />BTM.BOTTOM <br />BTWN.BETWEEN <br />CAMB.(C)CAMBER(ED) <br />CANT.CANTILEVERED <br />C.F.CUBIC FEET(FOOT) <br />C.G.CENTER OF GRAVITY <br />C.I.P.CAST IN PLACE <br />C.J.CONSTRUCTION JOINT <br />CL.CENTER LINE <br />CLG.CEILING <br />CLR.CLEAR <br />CMU CONC. MASONRY UNIT <br />COL.COLUMN <br />CONC.CONCRETE <br />CONN.CONNECTION <br />CONST.CONSTRUCTION <br />CONT.CONTINUOUS <br />CTSK.COUNTERSINK <br />CTR.CENTER(ED) <br />C.Y.CUBIC YARD <br />d PENNY(NAILS) <br />DBL.DOUBLE <br />DEPT.DEPARTMENT <br />D.F.DOUGLAS FIR <br />DIA. (Φ)DIAMETER <br />DIA.DIAGONAL <br />DIAPH.DIAPHRAGM <br />DIM.DIMENSION <br />DN.DOWN <br />do DITTO(REPEAT) <br />DP (D)DEEP (DEPTH) <br />DWG.DRAWING(S) <br />DWL.DOWEL(S) <br />EA.EACH <br />E.F.EACH FACE <br />E.J.EXPANSION JOINT <br />EL.ELEVATION <br />ELEC.ELECTICAL <br />ELEV.ELEVATOR <br />EMBD.EMBED(MENT) <br />E.N.EDGE NAIL /SCREWS <br />ENG.ENGINEER <br />ES.EDGE SCREWS <br />EQ.EQUAL <br />EQPT.EQUIPMENT EXP. <br />EXST.EXPANSION <br />(E)EXISTING <br />EXT.EXTERIOR <br />FAB.FABRICATION <br />FND.FOUNDATION <br />FIN.FINISH(ED) <br />FLG.FLANGE <br />FLR.FLOOR <br />F.N.FIELD(FACE)NAIL <br />F.O.C.FACE OF CONCRETE <br />F.O.M.FACE OF MASONRY <br />F.O.S.FACE OF STUD <br />F.O.W.FACE OF WALL <br />FRM.FRAME(ING) <br />F.S.FAR SIDE <br />FT.(')FOOT(FEET) <br />FTG.FOOTING <br />GA.GAUGE <br />GALV.GALVANIZED <br />GB GRADE BEAM <br />GLB GLUED LAMINATED BEAM <br />GRD.GRADE <br />GYPDB.GYPSUM WALLBOARD <br />HD HOLD DOWN <br />HDR.HEADER <br />HGR.HANGER <br />HORZ.(H)HORIZONTAL <br />HSB HIGH STRENGTH <br />HT.HEIGHT <br />I.D.INSIDE DIAMETER <br />I.E.INVERT ELEVATION <br />I.F.INSIDE FACE <br />IN.(")INCH(S) <br />I.G.INTERIOR <br />JST.JOIST <br />JT.JOINT <br />K KIPS (1000) <br />LAT.LATERAL <br />LB(#)POUNDS <br />L.B.LAG BOLTS <br />LDGR.LEDGER <br />L.F.LINEAL FEET(FOOT) <br />LG.LONG(ITUDINAL) <br />LGTH LENGTH <br />LLH LONG LEG HORIZ. <br />LLV LONG LEG VERT. <br />LT.WT.LIGTH WEIGHT <br />MAS.MASONRY <br />MAT'L.MATERIAL <br />MAX.MAXIMUM <br />M.B.MACHINE BOLT <br />MECH.MECHANICAL <br />MEZZ.MEZZANINE <br />MFR.MANUFACTURER <br />MISC.MISCELLANEOUS <br />MIN.MINIMUM <br />MLB MINI-LAM-BM. <br />MTL.METAL <br />N NEW <br />NO.(#)NUMBER <br />N.S.NEAR SIDE <br />N.S.G.NON-SHRINK GROUT <br />N.T.S.NOT TO SCALE <br />O.C.ON CENTER <br />O.D.OUTSIDE DIAMETER <br />O.D.OUTSIDE DIAMETER <br />O.F.OUTSIDE FACE <br />O.H.OPPOSITE HAND <br />OPNG.OPENING <br />ORNT.ORIENTATE(ION) <br />OWJ.OPEN WEB JOISTS <br />PAR.(//)PARALLEL <br />P/C PRECAST CONCRETE <br />PERP.(┴)PERPENDICULAR <br />PL.(PL)PLATE <br />PLAM PURLAM BEAM <br />PLY.PLYWOOD <br />P.S.F.POUNDS PER SQUARE FOOT <br />P.S.I.POUNDS PER SQUARE INCH <br />P.T.PRESSURE TREATED <br />P/T POSTTENSIONED <br />(PRESTRESSED) <br />QTY.QUANTITY <br />RAD.(R)RADIUS <br />R.C.P REINFORCED CONCRETE PIPE <br />REF.REFERENCE <br />REINF.REINFORCEMENT(ING) <br />REQ'D.REQUIRED <br />R.F.RIGID FRAME <br />R.O.ROUGH OPENING <br />R.B.RIDGE BOARD <br />SCHED.SCHEDULE <br />SCHED.SHEET <br />SHTG.SHEATHING <br />SIM.SIMILAR <br />SKW.SKEW(ED) <br />SPC.SPACE(S)(ING) <br />SPEC.SPECIFICATION(S) <br />SQ.SQUARE <br />SS SELECT STRUCTURAL <br />STD.STANDARD <br />STGR.STAGGER(ED) <br />STIFF.STIFFENER(S) <br />STIR.STIRRUP(S) <br />STL.STEEL <br />STRUC.STRUCTURAL <br />SUSP.SUSPENDED(TION) <br />SYMM.SYMMETRICAL <br />(T)TOP <br />T&B TOP AND BOTTON <br />TEMP.TEMPERATURE <br />T&G TONGUE AND GROOVE <br />THK.THICK(NESS) <br />THRD.THREADED <br />TMPRY.TEMPORARY <br />T.N.TOE NAIL <br />T.O.A.TOP OF SHEATHING <br />T.O.W.TOP OF WALL <br />TRANSV.TRANSVERSE <br />T.S.TOP OF STEEL <br />TYP.TYPICAL <br />UBC UNIFORM BUILDING CODE <br />U.O.N.UNLESS OTHERWISE NOTED <br />VERT.VERTICAL <br />VIF VERIFY IN FIELD <br />(W)WIDE(WIDTH) <br />w/WITH <br />WD.WOOD <br />W.P.WORK POINT <br />WPJ WEAKENED PLANE JOINT <br />W.S.WELDED STUD(S) <br />WT WEIGHT <br />WWF WELDED WIRE FABRIC <br />X-STG EXTRA STRONG <br />XX-STG DOUBLE EXTRA STRONG <br />YD YARD <br />STRUCTURAL ABBREVATIONS <br />1704 <br />DRAWINGS <br />DEPARTMENT. <br />THE <br />AND <br />BY <br />IN <br />THE <br />INSPECTIONS <br />SUBSTITUTE <br />IS <br />IS <br />THE <br />TO <br />OR <br />WORK <br />REQUIRED <br />SOIL <br />ALL <br />BEFORE <br />CAST-IN-PLACE <br />BEAMS <br />WALLS <br />ON <br />AND <br />CONCRETE <br />CORES. <br />VERIFY PLACEMENT AND COMPRESSIVE STRENGTH OF CONCRETE IN TILT-UP PANELS <br />STRUCTURAL <br />CONCRETE <br />CONCRETE <br />INSULATING <br />NOT <br />CONCRETE <br />SPECIAL <br />EPOXIED <br />SLEEVE <br />AND <br />(WHERE <br />OF <br />IS <br />IS <br />IS <br />CONCRETE <br />APPROVED <br />STEEL <br />CHECK <br />CONTINUOUS <br />1.ANCHORS, ANCHOR BOLTS, & DOWELS <br />A.VERIFY MANUFACTURERS INSTALLATION REQUIREMENTS (AND TESTING) OF <br />EPOXIED DOWELS IN CONCRETE AT (HOLDOWNS) (EXISTING FOOTINGS) (CONCRETE <br />REPAIRS). <br />B.VERIFY MANUFACTURERS INSTALLATION REQUIREMENTS OF WEDGE AND SLEEVE <br />ANCHORS (WHERE INDICATED). <br />2.SHEAR WALLS <br />A.PERIODIC SPECIAL INSPECTION IS REQUIRED FOR WOOD SHEAR WALLS, SHEAR <br />PANELS, AND DIAPHRAGMS, INCLUDING NAILING, BOLTING, ANCHORING, AND OTHER <br />FASTENING TO COMPONENTS OF THE SEISMIC FORCE RESISTING SYSTEM. <br />SPECIAL INSPECTION REQUIRED <br />SPECIAL INSPECTION <br />1.SPECIAL INSPECTION SHALL MEET THE REQUIREMENTS OF THE 2025 CBC SECTION <br />1704 & 1705. <br />2.SPECIAL INSPECTOR SHALL: <br />A.BE UNDER THE SUPERVISION OF A CALIFORNIA REGISTERED ENGINEER. <br />B.OBSERVE THE WORK ASSIGNED FOR CONFORMANCE WITH APPROVED DRAWINGS <br />AND SPECIFICATIONS. <br />C.FURNISH INSPECTION REPORTS TO THE ENGINEER AND BUILDING DEPARTMENT. <br />DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE <br />CONTRACTOR FOR CORRECTION; THEN IF NOT CORRECTED, TO THE ENGINEER AND <br />BUILDING DEPARTMENT. <br />D.SUBMIT TO THE ENGINEER AND BUILDING DEPARTMENT A FINAL REPORT, SIGNED <br />BY A CALIFORNIA REGISTERED CIVIL ENGINEER, STATING THAT THE WORK WAS IN <br />CONFORMANCE WITH THE APPROVED DRAWINGS AND SPECIFICATIONS AND THE <br />APPLICABLE WORKMANSHIP PROVISIONS OF THE CBC. <br />3.INSPECTION NOTES: <br />A.CONSTRUCTION INSPECTIONS LISTED ARE IN ADDITION TO THE CALLED <br />INSPECTIONS REQUIRED BY THE 2025 CBC SECTION 110. SPECIAL INSPECTION IS <br />NOT A SUBSTITUTE FOR INSPECTION NY A BUILDING OFFICIAL, SPECIALLY <br />INSPECTED WORK WHICH IS INSTALLED OR COVERED WITHOUT THE APPROVAL OF <br />THE BUILDING OFFICIAL IS SUBJECT TO REMOVAL FOR EXPOSURE. <br />B.CONTINUOUS INSPECTION IS ALWAYS REQUIRED DURING PERFORMANCE OF THE <br />WORK UNLESS SPECIFICALLY NOTED. <br />C.SPECIAL INSPECTORS MUST BE CERTIFIED BY THE BUILDING DEPARTMENT TO <br />PERFORM THE TYPES OF INSPECTIONS SPECIFIED. <br />D.IT IS THE RESPONSIBILITY OF THE OWNER TO INFORM THE SPECIAL INSPECTOR OR <br />INSPECTION AGENCY AT LEAST ONE WORKING DAY BEFORE PERFORMING ANY <br />WORK THAT REQUIRED SPECIAL INSPECTION. ALL WORK PERFORMED WITHOUT <br />REQUIRED SPECIAL INSPECTION IS SUBJECT TO REMOVAL. <br />JOSE RAMIREZ, PE <br />jose@ramirezstructural.com <br />(562) 519-6045 <br />ig: @rsi.plans <br />www.ramirezstructural.com <br />REGISTER <br />G <br />EDP <br />E <br />ROFESSIONALEN <br />F <br />IN <br />N <br />E <br />R <br />STATE OF CALI <br />R <br />OR <br />AIIC <br />I <br />VIL <br />JOSE C.MAR <br />ZE <br />C 91046 <br />EXP. 03-31-26 <br />A <br />B <br />C <br />PROJECT NO.26-135 <br />DATE:1/22/26 <br />RAMIREZ <br />STRUCTURAL INC <br />DESCRIPTIONREVISION DATE <br />APPROVAL STAMP <br />23 <br />2 <br />3 <br /> <br />W <br /> <br />L <br />A <br /> <br />V <br />E <br />R <br />N <br />E <br /> <br />A <br />V <br />E <br />AD <br />D <br />I <br />T <br />I <br />O <br />N <br /> <br />A <br />N <br />D <br /> <br />R <br />E <br />M <br />O <br />D <br />E <br />L <br />23 <br />2 <br />3 <br /> <br />W <br /> <br /> <br />L <br />A <br /> <br />V <br />E <br />R <br />N <br />E <br /> <br />A <br />V <br />E <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />4 <br />S1.1 <br />STRUCTURAL <br />NOTES