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SCALE: 3/16" = 1'-0" <br />1 <br />- <br />PARKING <br />#12 <br />PARKING <br />#13 <br />PARKING <br />#14 <br />PARKING <br />#15 <br />PARKING <br />#16 <br />PARKING <br />#17 <br />PARKING <br />#18 <br />PARKING <br />#19 <br />PARKING <br />#20 <br />PARKING <br />#21 <br />PARKING <br />#22 <br />PARKING <br />#23 <br />PARKING <br />#24 <br />PARKING <br />#25 <br />11"8'-0" CLR.1'-10"8'-0" CLR.2'-0"8'-0" CLR.2'-0"8'-0" CLR.2'-0"8'-0" CLR.2'-0"8'-0" CLR.2'-2"8'-0" CLR.1'-9"8'-0" CLR.1'-1"5"8'-0" CLR.1'-10"8'-0" CLR.2'-0"8'-0" CLR.1'-11"8'-0" CLR.2'-0"8'-0" CLR.2'-0"7'-11" CLR.1'-6" <br />21 <br />' <br />- <br />0 <br />" <br />21 <br />' <br />- <br />0 <br />" <br />(E) 8" THK. WALL <br />LINE OF FLOOR <br />ABOVE <br />LINE OF FLOOR <br />ABOVE <br />(E) <br /> <br />4 <br />x <br />4 <br />POS <br />T (E) <br /> <br />4 <br />x <br />4 <br />POS <br />T(E) <br /> <br />4 <br />x <br />4 <br />POS <br />T <br />(E) <br /> <br />4 <br />x <br />4 <br />POS <br />T (E) <br /> <br />4 <br />x <br />4 <br />POS <br />T <br />(E) <br /> <br />4 <br />x <br />4 <br />POS <br />T (E) <br /> <br />4 <br />x <br />4 <br />POS <br />T <br />(E) <br /> <br />4 <br />x <br />4 <br />POS <br />T (E) <br /> <br />4 <br />x <br />4 <br />POS <br />T <br />(E) <br /> <br />4 <br />x <br />4 <br />POS <br />T (E) <br /> <br />4 <br />x <br />4 <br />POS <br />T <br />(E) <br /> <br />4 <br />x <br />4 <br />POS <br />T (E) <br /> <br />4 <br />x <br />4 <br />POS <br />T <br />(E) <br /> <br />4 <br />x <br />4 <br />POS <br />T (E) <br /> <br />4 <br />x <br />4 <br />POS <br />T <br />(E) <br /> <br />4 <br />x <br />4 <br />POS <br />T (E) <br /> <br />4 <br />x <br />4 <br />POS <br />T <br />(E) <br /> <br />4 <br />x <br />4 <br />POS <br />T (E) <br /> <br />4 <br />x <br />4 <br />POS <br />T <br />(E) <br /> <br />4 <br />x <br />4 <br />POS <br />T (E) <br /> <br />4 <br />x <br />4 <br />POS <br />T <br />(E) <br /> <br />4 <br />x <br />4 <br />POS <br />T (E) <br /> <br />4 <br />x <br />4 <br />POS <br />T <br />(E) <br /> <br />4 <br />x <br />4 <br />POS <br />T (E) <br /> <br />4 <br />x <br />4 <br />POS <br />T <br />(E) <br /> <br />4 <br />x <br />4 <br />POS <br />T (E) <br /> <br />4 <br />x <br />4 <br />POS <br />T <br />(E) <br /> <br />4 <br />x <br />4 <br />POS <br />T <br />(E) 3'-6" SQ. EXTERIOR <br />PAD FTG. (V.I.F.) TYP. <br />LINE OF ROOF <br />ABOVE <br />(E <br />) <br /> <br />2 <br />x <br />1 <br />2 <br /> <br /> <br />@ <br /> <br />1 <br />6 <br />" <br /> <br />O <br />. <br />C <br />. <br />(E <br />) <br /> <br />2 <br />x <br />1 <br />2 <br /> <br /> <br />@ <br /> <br />1 <br />6 <br />" <br /> <br />O <br />. <br />C <br />. <br />(E) 4x14(E) 4x14 CANT.(E) 4x14 (E) 4x14 (E) 4x14 (E) 4x14 (E) 4x14 (E) 4x14 (E) 4x14 (E) 4x14 (E) 4x14 (E) 4x14 (E) 4x14 (E) 4x14 CANT. <br />(E <br />) <br /> <br />2 <br />x <br />1 <br />2 <br /> <br /> <br />@ <br /> <br />1 <br />6 <br />" <br /> <br />O <br />. <br />C <br />. <br />SCALE: 3/16" = 1'-0" <br />2 <br />- <br />1 <br />S3.1 <br />1 <br />S3.1 <br />NOTES: <br />1. FIELD VERIFY EXISTING CONDITIONS. NOTIFY SEOR <br />IF EXISTING CONDITION IS DIFFERENT THAN WHAT <br />IS SHOWN IN THIS DRAWING. <br />KEY NOTES: <br />CENTERLINE OF (N) GRADE BEAM. <br />NOT USED. <br />NOT USED. <br />(N) W8x67 COLUMN. <br />(N) 2'-6" WIDE x2'-0" DEEP CONC. GRADE BEAM <br />W/ (2) #9 T.& B. & TIES PER DETAIL <br />1 <br />2 <br />3 <br />4 <br />16 <br />S5.1 <br />5 <br />4'-0" <br />TYP. <br />1 <br />16 <br />S5.1 <br />TYP. <br />44 <br />18 <br />S5.1 <br />TYP. <br />5 <br />EQ.EQ.EQ.EQ. <br />4'-0" <br />TYP. <br />1 <br />44 <br />5 <br />EQ.EQ.EQ.EQ. <br />3'-01 2"8'-31 2" <br />14TYP. <br />9 <br />S5.2 <br />2'-31 2"1'-31 2" <br />2 2 <br />5 TYP. <br />3 <br />5 <br />S5.1TYP. <br />8'-31 2"3'-01 2" <br />14TYP. <br />7 <br />S5.2 <br />1'-31 2"2'-31 2" <br />2 2 <br />5 TYP. <br />3 <br />7 <br />S5.2 <br />9 <br />S5.2OPP. <br />NOTES: <br />1. FIELD VERIFY EXISTING CONDITIONS. NOTIFY SEOR <br />IF EXISTING CONDITION IS DIFFERENT THAN WHAT <br />IS SHOWN IN THIS DRAWING. <br />KEY NOTES: <br />(N) W8x COLUMN BELOW. <br />1 4" PLATE STEEL COLLECTOR STRAP TYP. <br />(4 LOCATIONS). <br />CONTINUOUS SIMPSON CMST12 COILED STRAP <br />WHOLE LENGTH OF BUILDING. <br />INDICATES TEMPORARY SHORING (BY OTHERS) <br />OF (E) WOOD BEAM. FOR LOCATIONS, SEE DETAIL <br />TYP. (8 LOCATIONS) <br />(E) WOOD POST BELOW, FIELD VERIFY TYP. <br />1 <br />2 <br />3 <br />4 <br />5 <br />10 <br />S1.1 <br />3 <br />S3.3 <br />SIM. <br />3 <br />S3.3 <br />SIM. <br />SCOPE OF WORK - BUILDING G: <br />1. VOLUNTARY SEISMIC RETROFIT. MITIGATE SOFT STORY, <br />WEAK STORY AND OPEN-WALL LINE CONDITIONS AT TUCK <br />UNDER PARKING AREAS; ADDING (4) SPECIAL STEEL <br />CANTILEVERED COLUMNS WITH CONCRETE GRADE BEAM AT <br />EAST SIDE OF BUILDING. <br />SCOPE OF WORK - BUILDING G: <br />1. VOLUNTARY SEISMIC RETROFIT. MITIGATE SOFT STORY, <br />WEAK STORY AND OPEN-WALL LINE CONDITIONS AT TUCK <br />UNDER PARKING AREAS; ADDING (4) SPECIAL STEEL <br />CANTILEVERED COLUMNS WITH CONCRETE GRADE BEAM AT <br />EAST SIDE OF BUILDING. <br />241285 7-22-24 <br />LMC / PVB <br />PVB <br />LMC / PVB <br />LMC / MBH / AYB <br />AS SHOWN <br />7-26-24 PLAN CHECK SUBMITTAL PVB <br />8-7-24 PLAN CHECK RESUBMITTAL PVB <br />10/14/24 <br />www.coffman.com <br />ph 818.285.2650 <br />6320 Canoga Ave, Suite 1300 <br />Woodland Hills, CA 91367 <br />10-14-24 PLAN CHECK RESUBMITTAL PVB <br />KEY PLAN <br />PROPERTY LINE <br />W M c F A D D E N A V E <br />PROPERTY LINE <br />PR <br />O <br />P <br />E <br />R <br />T <br />Y <br /> <br />L <br />I <br />N <br />E <br />PR <br />O <br />P <br />E <br />R <br />T <br />Y <br /> <br />L <br />I <br />N <br />E <br />PR <br />O <br />P <br />E <br />R <br />T <br />Y <br /> <br />L <br />I <br />N <br />E <br />PR <br />O <br />P <br />E <br />R <br />T <br />Y <br /> <br />L <br />I <br />N <br />E <br />PROPERTY LINEPROPERTY LINE <br />(E) APARTMENT <br />BUILDING <br />(E) APARTMENT <br />BUILDING <br />(E) APARTMENT <br />BUILDING <br />(E) APARTMENT <br />BUILDING <br />(E <br />) <br /> <br />A <br />P <br />A <br />R <br />T <br />M <br />E <br />N <br />T <br />BU <br />I <br />L <br />D <br />I <br />N <br />G <br />(E <br />) <br /> <br />A <br />P <br />A <br />R <br />T <br />M <br />E <br />N <br />T <br />BU <br />I <br />L <br />D <br />I <br />N <br />G <br />(E <br />) <br /> <br />A <br />P <br />A <br />R <br />T <br />M <br />E <br />N <br />T <br />BU <br />I <br />L <br />D <br />I <br />N <br />G <br />(E <br />) <br /> <br />A <br />P <br />A <br />R <br />T <br />M <br />E <br />N <br />T <br />BU <br />I <br />L <br />D <br />I <br />N <br />G <br />(E <br />) <br /> <br />A <br />P <br />A <br />R <br />T <br />M <br />E <br />N <br />T <br />BU <br />I <br />L <br />D <br />I <br />N <br />G <br />(E <br />) <br /> <br />A <br />P <br />A <br />R <br />T <br />M <br />E <br />N <br />T <br />BU <br />I <br />L <br />D <br />I <br />N <br />G <br />S2.4 <br />S2 <br />. <br />2 <br />S2 <br />. <br />5 <br />S2.3 <br />S2.1 <br />2701 W McFadden Ave <br />#F-I2/6/2025