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ISSUE DATE: <br />ISSUE NO.: <br />STAMP: <br />EXPIRATION DATE: 3/31/2026 <br />HARBOR BUSINESS <br />PARK <br />3625 MACARTHUR BLVD <br />SUITE 307-308 <br />SANTA ANA, CA <br />PROJECT NAME: <br />LANDLORD <br />IMPROVEMENT <br />CONSULTANTS <br />PROJECT ADDRESS: <br />OWNER: <br />PROJECT NO.: <br />CAD DWG FILE: <br />DRAWN BY: <br />CHECKED BY: <br />SHEET TITLE: <br />SHEET SCALE: <br />ISSUE <br />2416.2 <br />IGC <br />IGC <br />CDL DESIGN GROUP <br />12 MAUCHLY, SUITE E <br />IRVINE, CA <br />PC RESUBMITTAL <br />10/18/2024 <br />© <br />C <br />O <br />P <br />Y <br />R <br />I <br />G <br />H <br />T <br /> <br />2 <br />0 <br />2 <br />1 <br />, <br /> <br />G <br />A <br />R <br />C <br />I <br />A <br /> <br />C <br />A <br />S <br />T <br />R <br />O <br /> <br />& <br /> <br />A <br />S <br />S <br />O <br />C <br />I <br />A <br />T <br />E <br />S <br /> <br />I <br />N <br />C <br /> <br />( <br />" <br />G <br />C <br />A <br />" <br />) <br />, <br /> <br />7 <br />5 <br />0 <br /> <br />O <br />T <br />A <br />Y <br /> <br />L <br />A <br />K <br />E <br />S <br /> <br />R <br />D <br /> <br /># <br />2 <br />0 <br />2 <br />, <br /> <br />C <br />H <br />U <br />L <br />A <br /> <br />V <br />I <br />S <br />T <br />A <br /> <br />C <br />A <br /> <br />9 <br />1 <br />9 <br />1 <br />0 <br /> <br />/ <br /> <br />A <br />L <br />L <br /> <br />C <br />O <br />N <br />S <br />T <br />R <br />U <br />C <br />T <br />I <br />O <br />N <br /> <br />D <br />O <br />C <br />U <br />M <br />E <br />N <br />T <br />S <br /> <br />S <br />H <br />A <br />L <br />L <br /> <br />R <br />E <br />M <br />A <br />I <br />N <br /> <br />P <br />R <br />O <br />P <br />E <br />R <br />T <br />Y <br /> <br />O <br />F <br /> <br />G <br />C <br />A <br />. <br /> <br />A <br />L <br />L <br /> <br />U <br />N <br />A <br />U <br />T <br />H <br />O <br />R <br />I <br />Z <br />E <br />D <br /> <br />U <br />S <br />E <br />, <br /> <br />M <br />O <br />D <br />I <br />F <br />I <br />C <br />A <br />T <br />I <br />O <br />N <br /> <br />O <br />R <br /> <br />R <br />E <br />P <br />R <br />O <br />D <br />U <br />C <br />T <br />I <br />O <br />N <br /> <br />I <br />S <br /> <br />P <br />R <br />O <br />H <br />I <br />B <br />I <br />T <br />E <br />D <br />. <br /> <br />G <br />C <br />A <br /> <br />S <br />H <br />A <br />L <br />L <br /> <br />R <br />E <br />T <br />A <br />I <br />N <br /> <br />A <br />L <br />L <br /> <br />R <br />I <br />G <br />H <br />T <br />S <br /> <br />T <br />O <br /> <br />I <br />N <br />T <br />E <br />L <br />L <br />E <br />C <br />T <br />U <br />A <br />L <br /> <br />P <br />R <br />O <br />P <br />E <br />R <br />T <br />Y <br /> <br />C <br />O <br />N <br />T <br />A <br />I <br />N <br />E <br />D <br /> <br />H <br />E <br />R <br />E <br />I <br />N <br />. <br />750 Otay Lakes Rd #202 <br />Chula Vista, CA 91910 <br />e: garciacastro.se@gmail.com <br />www.gcastructural.com <br />DATE <br />PC SUBMITTAL <br />1 <br />7/9/2024 <br />PC RESUBMITTAL9/20/2024 <br />MEZZANINE & <br />GROUND FLOOR <br />PLANS <br />1 4" = 1'-0" <br />S-1.DWG <br />FOUNDATION PLAN S-1 <br />UP <br />17R <br />MEZZANINE FRAMING PLAN <br />(E <br />) <br /> <br />2 <br />x <br />8 <br /> <br />@ <br /> <br />1 <br />6 <br />" <br /> <br />O <br />. <br />C <br />. <br /> <br />V <br />. <br />I <br />. <br />F <br />. <br />(N <br />) <br /> <br />2 <br />x <br />8 <br /> <br />@ <br /> <br />1 <br />6 <br />" <br /> <br />O <br />. <br />C <br />. <br />~ <br />BEAR STRINGERS <br />ON WALL BELOW, <br />MIDSPAN <br />(N <br />) <br /> <br />4 <br />x <br />6 <br /> <br />H <br />D <br />R <br />(N) 4x8 <br />(N) 4x8 (N) 4x8 (N) 4x8 <br />(N <br />) <br /> <br />2 <br />- <br />2 <br />x <br />8 <br />(N) 4x8 <br />HDR HDR <br />(N) 2-2x14 @ 16" O.C. <br />STRINGER <br />(N <br />) <br /> <br />4 <br />x <br />6 <br />HD <br />R <br />6 <br />S-2 <br />4 <br />S-2 <br />3 <br />S-2 <br />5 <br />S-2 <br />1 <br />S-2 <br />~ <br />2 <br />S-2 <br />8 <br />S-2 <br />TYP. @ NEW STUD <br />WALLS, SEE PLAN <br />NOTE 202 <br />3 <br />S-2 <br />POST NOTICE: LIVE <br />LOAD = 75PSF @ <br />MEZZANINE <br />(N) STAIR STRINGER <br />SCOOP FOOTING W/ <br />#4 @ 12" O.C. E.W. <br />(N) 1'-6"W x 18" THK <br />CONC. FTG. W/ #4 @ <br />12" O.C. T&B <br />(E) 12" PLYWOOD <br />MIN. W/ 8d @ 6" <br />O.C., V.I.F. <br />(E <br />) <br /> <br />1 <br />' <br />- <br />0 <br />" <br />W <br /> <br />x <br /> <br />1 <br />2 <br />" <br /> <br />T <br />H <br />K <br />CO <br />N <br />C <br />. <br /> <br />F <br />T <br />G <br />. <br />, <br /> <br />V <br />. <br />I <br />. <br />F <br />. <br />PLAN NOTES - SHEETS AND GENERAL: <br />101.GENERAL NOTES & TYPICAL DETAILS APPLY TO ALL PARTS <br />OF THE WORK EXCEPT WHERE SPECIFICALLY DETAILED OR <br />U.N.O. ON THE FLOOR PLANS AND PLAN NOTES. <br />102.VERIFY ALL DIMENSIONS, ELEVATIONS, SLAB EDGES, SLAB <br />DEPRESSIONS, SLAB OPENINGS, CURBS, FOOTING, <br />PENETRATIONS, WALL OPENINGS WITH ARCHITECTURAL, <br />MECHANICAL, PLUMBING, ELECTRICAL & CIVIL DRAWINGS. <br />103.FOR ALL DIMENSIONS & ROOF SLOPES S.A.D. <br />104.NON-BEARING WALLS SHOWN FOR ILLUSTRATIVE <br />PURPOSES ONLY. FOR NON-BEARING WALL LOCATIONS <br />S.A.D. <br />105.ALL WORK TO BE PERFORMED UNDER AN APPROVED <br />CONSTRUCTION PERMIT. <br />PLAN NOTES - FOUNDATION: <br />201.(E) SLAB ON GRADE: 4" THK CONCRETE SLAB, V.I.F. <br />202.ALL (N) WOOD WALLS SHALL BE POSITIVELY ANCHORED TO <br />(E) OR (N) CONCRETE WITH 3" x 0.145" Ø SHOTPINS @ 24" <br />O.C. W/ WASHER PER ESR-2138. PROVIDE (2) SHOTPINS <br />MINIMUM PER SILL PLATE PIECE. SEE DETAIL 7/S-2. <br />INDICATES EXTENT OF WOOD JOIST <br />INDICATES DIRECTION OF WOOD JOIST <br />INDICATES WOOD WALLS <br />SEE ARCHITECTURAL PLANS <br />SYMBOLS - FRAMING <br />PLAN NOTES - EXISTING CONDITIONS <br />701.EXISTING CONDITIONS AS SHOWN ON THESE PLANS ARE <br />FOR REFERENCE ONLY. THE CONTRACTOR IS REQUIRED TO <br />FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO <br />PROCEEDING WITH DETAILING, SHOP DRAWINGS, <br />FABRICATION, AND CONSTRUCTION. CONTRACTOR SHALL <br />REPORT CONDITIONS THAT CONFLICT WITH THE CONTRACT <br />DOCUMENTS TO THE OWNER'S REPRESENTATIVE. DO NOT <br />DEVIATE FROM THE CONTRACT DOCUMENTS WITHOUT <br />WRITTEN DIRECTION FROM THE OWNER'S <br />REPRESENTATIVE. <br />702.CONTRACTOR TO PERFORM ALL DEMO AND NEW <br />CONSTRUCTION SUCH THAT EXISTING STRUCTURE IS NOT <br />DAMAGED. ANY DAMAGE IS TO BE REPAIRED BY <br />CONTRACTOR AT CONTRACTOR'S COST. <br />703.CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS <br />PRIOR TO STARTING ANY DEMO OR NEW WORK. <br />704.CONTRACTOR TO VERIFY (E) SLAB IS NOT POST TENSIONED <br />BEFORE CUTTING, CORING, DRILLING, OR OTHERWISE <br />PENETRATING (E) SLAB. IF POST TENSIONING IS FOUND, <br />CONTACT EOR. <br />INDICATES (E) WOOD WALLS <br />INDICATES (E) BEAM <br />INDICATES (E) JOISTS <br />PLAN NOTES - FRAMING: <br />301.PROVIDE DOUBLE JOISTS BENEATH ALL PARALLEL WALLS & <br />CONT. FULL DEPTH BLOCKING BENEATH PERPENDICULAR <br />WALLS. <br />302.ALL NEW WOOD STRUCTURAL PANELS SHALL BE APA <br />RATED, STRUCT 1 PLYWOOD SHEATHING WITH 32/16 SPAN <br />RATING. <br />SYMBOLS - EXISTING ELEMENTS <br />1 <br />1 <br />2 <br />1 <br />1 <br />2 <br />1 <br />SI <br />S <br />T <br />E <br />R <br /> <br />( <br />N <br />) <br /> <br />2 <br />x <br />1 <br />0 <br /> <br />E <br />A <br />. <br /> <br />S <br />I <br />D <br />E <br /> <br />O <br />F <br /> <br />E <br />A <br />. <br /> <br />J <br />O <br />I <br />S <br />T <br />9 <br />S-2 <br />2 <br />2 <br />3625 W MacArthur Blvd <br />#30712/9/2024