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(E) PARKING <br />LEVEL <br />WIDTH GRADE BEAM <br />PER PLAN <br />BASE PLATE <br />PER <br />2 <br />x <br /> <br />" <br />d <br />" <br />18 <br />- <br />8" <br />MI <br />N <br />. <br />WF COL. <br />PER PLAN <br />DE <br />P <br />T <br />H <br /> <br />G <br />R <br />A <br />D <br />E <br /> <br />B <br />E <br />A <br />M <br />PE <br />R <br /> <br />P <br />L <br />A <br />N <br />3" CONC. <br />COVER <br />6" <br />4" <br />MI <br />N <br />. <br />(E <br />) <br /> <br />1 <br />2 <br />" <br />FI <br />E <br />L <br />D <br /> <br />V <br />E <br />R <br />I <br />F <br />Y <br />(E) WOOD POST / STUD <br />WALL PER PLAN <br />(E) 3'-6" SQ. PAD FTG. <br />FIELD VERIFY <br />CUT & REMOVE <br />(E) FTG. FULL WIDTH <br />CHIP AROUND & LEAVE (E) REBAR IN PLACE. <br />REBAR SHALL BE CLEANED PRIOR TO <br />POURING OF CONCRETE <br />ROUGHEN (E) CONCRETE <br />TO EXPOSE SOLID <br />EMBEDDED AGGREGATE <br />(5)-#5 DOWELS @ 8" O.C. W/ 5" DIST. HORIZ. <br />FROM EA. EDGE OF (E) PAD FTG. <br />W/ SIMPSON SET 3G EPOXY (ICC ESR-4057) <br />16A <br />- <br />COL. & GRADE BM.CL <br />(E) ASPHALTIC <br />PAVING <br />SLOPE CONCRETE 1% <br />FROM NEW COLUMN ALL <br />AROUND <br />1 4 <br />STIFF. PL TO <br />COL. FLGS. & <br />WEB (3) SIDES <br />TYP. <br />DRILL & EPOXY #4 DOWELS @ 9" O.C. <br />TO (E) SLAB ON GRADE <br />W/ SIMPSON SET 3G EPOXY (ICC ESR-4057) <br />W/ 3" EMBED. <br />6" EDGE DISTANCE FROM EA. END OF <br />GRADE BM. <br />BASE PLATE 16A TYP. <br />(E) PARKING <br />LEVEL <br />2" <br />1 2" STIFF. <br />PLATE <br />EA. SIDE <br />OF WF COL. <br />SEE PLAN <br />(#3 GR. 60 TIES @ 4" O.C.) <br />"d" <br />GRADE BEAM <br />PER PLAN <br />PROTECTED ZONE <br />PAINT YELLOW <br />STRIPES <br />(2) BUNDLED #5 x <br />HAIRPINS <br />4'-0" <br />DE <br />P <br />T <br />H <br /> <br />G <br />R <br />A <br />D <br />E <br /> <br />B <br />E <br />A <br />M <br />PE <br />R <br /> <br />P <br />L <br />A <br />N <br />4'-0" <br />(#3 GR. 60 TIES @ 4" O.C.) <br />REMAINING TIES <br />#3 GR. 60 TIES @ 10" O.C. <br />2" <br />(E) PAD. FTG. <br />BEYOND <br />WF COL. <br />PER PLAN <br />4" <br />#5 HAIRPIN W/ 90° <br />HOOK EA. END <br />(E) STUD WALL BEYOND PER PLAN <br />3" <br />(E) 4" CONC. SLAB <br />ON GRADE BEYOND <br />(V.I.F.) <br />2 <br />x <br /> <br />" <br />d <br />" <br />SLOPE CONCRETE 1% <br />FROM NEW COLUMN ALL <br />AROUND <br />WF COLUMN <br />PER PLAN <br />BASE PL 3 4" <br />TYP. <br />1 <br />2" <br />TY <br />P <br />. <br />1 2" <br />TYP. <br />1/4 <br />3" <br />8" <br />TYP. <br />11 2" <br />TYP. <br />℄ 1 4" PL & <br />CMST STRAP <br />℄ WF COL. <br />1 <br />2" <br />M <br />I <br />N <br />. <br />GA <br />P <br />(E) 11 2" LIGHT WT. <br />CONCRETE ON <br />SHEATHING <br />(E) 2x12 @ 16" O.C. <br />1 2" <br />TYP. <br />NEW WF. COLUMN <br />TYP. PER PLAN <br />2ND FLOOR <br />(E) 4x WOOD BEAM <br /> 1 4" STRAP PLATE (A36) <br />W/ SDS25300 @ 6" O.C. <br />22'-8" <br />EXTENSION OF 1 4" STRAP PLATE (A36) <br />W/ SDS25300 @ 12" O.C. <br />1 4 <br />CAP ⅊ TO 1 4" STRAP <br />TYP. <br />(E) 2x BLK'G, TYP. <br />IF IT IS MISSING <br />PROVIDE NEW 2x BLK'G <br />A35 TYP. <br />5 <br />- <br />NEW SIMPSON CMST12 <br />CONTINUOUS COILED STRAP <br />WHOLE LENGTH OF (E) <br />WOOD BEAMS. <br />MIN. SPLICE LENGTH 21" <br />W/ (22) 0.148X2 1 2" NAILS <br />(E) WOOD POST/ STUD <br />WALL BEYOND <br />TYP. <br />PATCH AL GYPSUM DRY WALL PENETRATIONS <br />W/ 5 8" TYPE 'X' WALL BOARD AND MATCH (E) FINISH <br />SHORE (E) WOOD BEAM <br />PRIOR TO CUT (E) PAD <br />FTG. BELOW <br />SEE DET. <br />SHORE (E) WOOD BEAM ABOVE <br />PRIOR TO CUT (E) PAD FTG. <br />SEE DET. <br />10 <br />S1.1 <br />10 <br />S1.1 <br />(E) ASPHALTIC <br />PAVING <br />(E) 4" CONC. SLAB <br />ON GRADE (V.I.F.) <br />EQ <br />. <br />EQ <br />. <br />(E) WOOD POST CAP. <br />TYP. (FIELD VERIFY) <br />LTP5 TYP. <br />1'-91 2" <br />EXTENSION OF 1 4" STRAP PLATE (A36) <br />W/ (3) SDS25300 @ 6" O.C. <br />8" <br />TYP. <br />3'-71 2" <br />END LENGTH OF 1 4" STRAP PLATE (A36) <br />W/ (15) SDS25300 @ 3" O.C. <br />11 2" <br />TYP. <br />NEW SIMPSON CMST12 <br />CONTINUOUS COILED STRAP <br />WHOLE LENGTH OF (E) <br />WOOD BEAMS. <br />MIN. SPLICE LENGTH 21" <br />W/ (22) 0.148X2 1 2" NAILS <br />℄ 1 4" PL & <br />CMST STRAP EQ <br />. <br />EQ <br />. <br />(E) 11 2" LIGHT WT. <br />CONCRETE ON <br />SHEATHING <br />A35 @ 16" O.C. W/ (6) SIMPSON <br />STRONG-TIE PH612I #6 x 1 2" SCREWS <br />INTO FLOOR SHEATHING AND <br />(6) 0.131X11 2" NAILS INTO FRAMING <br />TYP. <br />(E) 2x BLK'G. IF IT IS <br />MISSING PROVIDE <br />NEW 2x BLK'G. <br />(E) 2x JOISTS <br />@ 16" O.C. <br />(E) WOOD POST BEYOND <br />AND WALL <br />(E) 4x WOOD BEAM <br />& POST CAP <br />NEW WF. COLUMN <br />1 2" <br />1 4 <br />COL. TO <br />CAP ⅊ <br />1 2" CAP PLATE 2ND FLOOR <br />PATCH AL GYPSUM DRY WALL PENETRATIONS <br />W/ 5 8" TYPE 'X' WALL BOARD AND MATCH (E) FINISH <br />(E) STUCCO <br />FINISH <br />(E) STUCCO FINISH <br />(2) ROWS STAGGERED <br />LTP5 @ 32" O.C. <br />W/ (12) 0.131X11 2" NAILS <br />INTO FRAMING. TYP. <br />(E) STUCCO FINISH <br />1 <br />2" <br />M <br />I <br />N <br />. <br />GA <br />P <br />(E) PLYWOOD SHEATHING <br />8" <br />TYP. <br />℄ 1 4" PL & <br />CMST STRAP <br />℄ WF COL. <br />1 <br />2" <br />M <br />I <br />N <br />. <br />GA <br />P <br />(E) 11 2" LIGHT WT. <br />CONCRETE ON <br />SHEATHING <br />(E) 2x12 @ 16" O.C. <br />1 2" <br />TYP. <br />NEW WF. COLUMN <br />TYP. PER PLAN <br />2ND FLOOR <br />(E) 4x WOOD BEAM <br />1 4 <br />CAP ⅊ TO 1 4" STRAP <br />TYP. <br />(E) 2x BLK'G, TYP. <br />IF IT IS MISSING <br />PROVIDE NEW 2x BLK'G <br />A35 TYP. <br />5 <br />- <br />PATCH AL GYPSUM DRY WALL PENETRATIONS <br />W/ 5 8" TYPE 'X' WALL BOARD AND MATCH (E) FINISH <br />SHORE (E) WOOD BEAM <br />PRIOR TO CUT (E) PAD <br />FTG. BELOW <br />SEE DET.10 <br />S1.1 <br />(E) WOOD POST CAP. <br />TYP. (FIELD VERIFY) <br />LTP5 TYP. <br />5'-91 2" <br />EXTENSION OF 1 4" STRAP PLATE (A36) <br />W/ (11) SDS25300 @ 6" O.C. <br />8" <br />TYP. <br />11 2" <br />TYP. <br />NEW SIMPSON CMST12 <br />CONTINUOUS COILED STRAP <br />WHOLE LENGTH OF (E) <br />WOOD BEAMS. <br />MIN. SPLICE LENGTH 21" <br />W/ (22) 0.148X2 1 2" NAILS <br />℄ 1 4" PL & <br />CMST STRAP <br />1'-91 2" <br />EXTENSION OF 1 4" STRAP PLATE (A36) <br />W/ (3) SDS25300 @ 6" O.C. <br />8'-91 2" <br />EXTENSION OF 1 4" STRAP PLATE (A36) <br />W/ (17) SDS25300 @ 6" O.C.1'-91 2" <br />EXTENSION OF 1 4" STRAP PLATE (A36) <br />W/ (3) SDS25300 @ 6" O.C. <br />11 2" <br />TYP. <br />3 8"x2 1 2" <br />TIE PLATE <br />1 4 <br />TIE PL TO <br />COLLECTOR PL3"3" <br />COLLECTOR <br />PL, TYP. <br />2" TYP. <br />MAX. <br />1 2" <br />EQ <br />. <br />EQ <br />. <br />314 <br />TIE PL TO <br />COLLECTOR PL 3 <br />TYP. <br />TYP. <br />TYP. <br />TYP. <br />(E) (2)-2x WOOD <br />PLATES <br />(E) (2)-2x <br />PLATES <br />(E) (2)-2x <br />PLATES <br />(E) STUD WALL WHERE OCCURS <br />NEW SIMPSON CMST12 <br />CONTINUOUS COILED STRAP <br />WHOLE LENGTH OF (E) <br />WOOD BEAMS. <br />MIN. SPLICE LENGTH 21" <br />W/ (22) 0.148X2 1 2" NAILS <br />CMST COIL STRAP <br />& 1 4"PL COLLECTOR <br />#5 HAIRPINS <br />8" <br />6" <br />8" <br />5" <br />93 4" <br />10" MAX. <br />5 <br />-SEE DET. <br />DEMAND <br />CRITICAL <br />WELD SEE <br />(E) GYPSUM <br />BOARD SOFFIT <br />FILLER METAL CLASSIFICATION PROPERTIES FOR <br />SEISMIC FORCE-RESISTING SYSTEM WELDS <br />PROPERTY <br />CLASSIFICATION <br />70 KSI <br />YIELD STRENGTH, KSI 58 MIN. <br />TENSILE STRENGTH, KSI 70 MIN. <br />ELONGATION, %22 MIN. <br />CVN TOUGHNESS, FT-LB 20 MIN. @ 0°Fa <br />a FILLER METALS CLASSIFIED AS MEETING 20 FT-LBF MIN. <br />AT A TEMPERATURE LOWER THAN 0°F ALSO MEET THIS <br />REQUIREMENT. <br />MECHANICAL PROPERTIES FOR DEMAND <br />CRITICAL WELDS <br />PROPERTY <br />CLASSIFICATION <br />70 KSI <br />YIELD STRENGTH, KSI 58 MIN. <br />TENSILE STRENGTH, KSI 70 MIN. <br />ELONGATION, %22 MIN. <br />CVN TOUGHNESS, FT-LB 40 MIN. @ 70°Fb, c <br />b FOR LAST OF +50°F. FOR LAST LESS THAN +50°F, SEE <br />AWS D1.8 CLAUSE 6.2.2. <br />TESTS CONDUCTED IN ACCORDANCE WITH AWS D1.8 <br />ANNEX A MEETING 40 FT-LB MIN. AT A TEMPERATURE <br />LOWER THAN +70°F ALSO MEET THIS REQUIREMENT. <br />11 <br />- <br />c <br />NEW GRADE BEAM REINF. PER PLAN <br />6" <br />EMBED. <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 />2701 W McFadden Ave <br />#F-I2/6/2025