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(E) CONC WALL <br />B BASE PLATE <br />11 <br />' <br /> <br />- <br /> <br />0 <br /> <br />1 <br />/ <br />2 <br />" <br /> <br />M <br />A <br />X <br />A SECTION <br />(E) CONCRETE WALL <br />SEQUENCE #3: <br />CUT EXISTING <br />CONCRETE WALL <br />OPENING PER PLAN <br />TOP OF SLAB <br />SEQUENCE #1: <br />INSTALL NEW <br />STEEL POSTS <br />AND HEADER <br />HSS POST PER PLAN <br />AA <br />B <br />13'-0" MAX <br />PER ARCH <br />S4.0-1 <br />10 <br />TYP AT CORNERS <br />(TYP) <br />1/2" GAP <br />1' - 0" 1' - 6" <br />C <br />HSS HEADER PER PLAN <br />L4x4x1/4x0'-5" <br />(T&B) (TYP) <br />1/4 <br />1/4 <br />TYP <br />1/4 <br />1/4 <br />TYP <br />1/4 <br />TYP <br />HSS POST <br />PER PLAN <br />EQ EQ L4x4x1/4x0'-4" LONG W/ <br />5/8" Ø HILTI 'KH-EZ' W/ <br />3 1/4" EMBED (TYP) <br />M10 HILTI 'HSL4-SK' W/ <br />2.76" EMBED AT SIM <br />6" <br />4' <br /> <br />- <br /> <br />0 <br />" <br /> <br />O <br />C <br /> <br />M <br />A <br />X <br /> <br />( <br />T <br />Y <br />P <br />) <br />(E) CONC WALL <br />(E) SLAB ON <br />GARDE <br />HSS POST <br />PER PLAN <br />(E) FOOTING <br />1/4 <br />TYP <br />L4x4x1/4x0'-4" LONG W/ <br />5/8" Ø HILTI 'KH-EZ' W/ <br />3 1/4" EMBED (TYP) <br />M10 HILTI 'HSL4-SK' W/ <br />2.76" EMBED AT SIM <br />1/4 <br />1/4 <br />C SECTION AT HEADER <br />(E) CONC WALL <br />HSS HEADER <br />6" <br />PL3/8x6x1'-0" W/ 1/2"Ø <br />HILTI 'KB-TZ2' W/ 2 1/2" <br />EMBED (TYP) <br />CL <br />CL <br />ELEVATION <br />SEQUENCE #2: <br />INSTALL TOP OF HSS POST <br />CONN SEE DETAIL <br />(TYP) <br />3" <br />5 <br />S5.0-1 <br />MIN <br />4" <br />1/4 <br />1/4 <br />TYP1/4 <br />3-SIDES <br />TYP <br />11'- 8 3/4" MAX <br />6" <br />D AT SIM <br />(E) CONC WALL <br />D ALT BASE PLATE <br />1/4 <br />HSS POST <br />PER PLAN <br />PL3/8x6x0'-9" W/ <br />1/2"Ø HILTI 'KB-TZ2' W/ <br />2 1/2" EMBED (TYP) <br />CL <br />EQ <br />EQ <br />B SECTION <br />1/8 <br />FABRICATORS <br />ALT CHOICE: <br />WELD HSS TO <br />PL3/8 INSIDE HSS <br />PL3/8x3x0'-11" <br />TYP <br />1 1/2" <br />8" <br />HSS CENTERED <br />ON PL <br />ANCHOR, TYP <br />CENTERED ON <br />CMU WALL <br />CONT PL3/8 T&B <br />3/4"⌀'F1554' GR.55 <br />THREADED ROD W/ <br />HILTI 'HY-270' EPOXY <br />(hef = 5 5/8") T&B <br />1/8 <br />TYP <br />HSS3x2x3/8 <br />B <br />(E) CMU PIER <br />(E) CMU PIER <br />PICKET PER ARCH <br />TOP OF (E) SLAB <br />3/4"⌀'F1554' GR55 THREADED <br />ROD W/ HILTI 'HIT-HY 200' EPOXY <br />(hef = 3 1/2") T&B <br />(E) CONC BASE <br />C <br />C ALT TO HSS TO CONN PL DIRECT WELD <br />1/4 <br />1/8 <br />TYP <br />PL3/8 <br />1/8 <br />EA SIDE <br />L3x3x1/4 x 0'-2 1/2" <br />A BOTTOM SUPPORT <br />4"x4"x3" CONC PEDESTAL <br />AT SPAN'S THIRD POINTS <br />(2 TOTAL) <br />#3 EPOXY DOWEL <br />W/ 1 1/2" EMBED <br />ELEVATION AT END ELEVATION <br />HSS3x2x3/8 <br />NOTE: <br />SEE 10/A8.8-2 FOR ADDITIONAL INFO <br />18400 Von Karman Ave., Suite 600 <br />Irvine, CA 92612 <br />O: 949.252.1022 <br />F: 949.252.8082 <br />www.kpff.com <br />I <br />U <br />E <br />I <br />H <br />U <br />9 <br />AS.O <br />A <br />FRANCN <br />4 0 8 0 <br />H <br />I <br />N <br />S <br />L11 <br />AL <br />E <br />CR <br />NDEN VA <br />,N I N G <br />CRAE <br />TCEI T <br />SC <br />S <br />N <br />N <br />G R O U P <br />7 <br />S <br />5 06 <br />C <br />07 18 <br />2 <br />P <br />R <br />A <br />O <br />90 <br />A <br />EU <br />C <br />+ <br />ER <br />4 <br />SHEET TITLE AND NO. <br />ISSUE DATE <br />PROJECT: <br />CA REG. <br />Project Arch.---- <br />---- <br />BID SET <br />FINAL PERMIT/CONFORM <br />SET <br />04/30/2024 <br />08/02/2024 <br />22575-01 <br />26 CIVIC CENTER <br />PLAZA <br />SANTA ANA <br />CA 92701 <br />SANTA ANA <br />LIBRARY <br />RENOVATION <br />CITY OF SANTA ANA <br />26 CIVIC CENTER PLAZA <br />SANTA ANA, CA 92701 <br />S5.0-2 <br />STEEL DETAILS <br />1" = 1'-0"1WALL STRENGTHENING ELEVATION AT NEW OPENING <br />#8 <br />#8 <br />#8 <br />#8 <br />#8 <br />REV # DESCRIPTION DATE <br />#8 RFI 10.18.2024 <br />#11 RFI 10.28.2024 <br />RFI <br />RFI <br />RFI <br />RFI <br />RFI <br />#11 <br />1 1/2" = 1'-0"2SECURITY FENCE ANCHORAGE <br />RFI <br />1 1/2" = 1'-0"2 <br />(E) CONCRETE SLAB <br />Wx BM PER PLAN <br />(2) 5/8"Ø HILTI 'KB-TZ2' <br />W/ 4" EMBED @ 12" OC <br />BENT PL1/2 x 3" WIDE AT <br />EACH ANCHOR <br />1/4 <br />3-SIDES <br />NOTES: <br />1. USE NON-DESTRUCTIVE TESTING <br />TO LOCATE (E) REINF. DO NOT <br />CUT OR DAMAGE (E) REINF. <br />2. FIREPROOFING PER ARCH (TYP). <br />GROUT AS REQUIRED <br />FOR FULL BEARING <br />(E) CONCRETE SLAB <br />Wx BM PER PLAN <br />(2) 5/8"Ø HILTI 'KB-TZ2' W/ 4" <br />EMBED @ 12" OC AT EDGE <br />CONDIDTION (@ 6" OC AT SIM) <br />BENT PL1/2 x 6" WIDE <br />AT EACH ANCHOR <br />1/4 <br />3 SIDES <br />NOTE: <br />USE NON-DESTRUCTIVE TESTING <br />TO LOCATE (E) REINF. DO NOT CUT <br />OR DAMAGE (E) REINF. <br />8" <br />NEW OPENING (E) ELEVATED <br />CONC SLAB <br />10" MIN <br />8" MAX <br />FLANGE BRACE TO EXISTINGCONC SLAB @ 2ND FLOOR <br />FLANGE BRACE TO (E) CONCSLAB EDGE @ 2ND FLOOR <br />1 1/2" = 1'-0"5 <br />1 1/2" = 1'-0"2 <br />3 <br />4 <br />(2) 1/2"Ø HILTI 'KB-TZ2' <br />W/ 2" EMBED @ 12" OC <br />(2) 1/2"Ø HILTI 'KB-TZ2' W/ 2" <br />EMBED @ 12" OC AT EDGE <br />CONDITION (@ 6" OC AT SIM) <br />#196 RFI 06.02.2025 <br />N <br />I <br />R <br />No. S3866 <br />Exp. 3/31/26 <br />G <br />T <br />R <br />E <br />TATSS <br />E OFILACFO <br />UCTURA <br />R <br />L <br />R <br />STEREDP L <br />OFESSIONA <br />N <br />E <br />R <br />AI <br />E <br />ENGI <br />WILLI <br />H.THORP <br />................ <br />. <br />. <br />. <br />............................... <br />. <br />. <br />. <br />............... <br />E <br />AM <br />WELDED CONNECTION ON (E) Wx BEAM 1" = 1'-0"95 <br />(E) W30x BEAM (VIF) <br />(E) W14x BEAM (VIF) <br />TYP <br />PL3/4 x 8 <br />(3) SIDES TYP <br />(E) PL TO (E) <br />W14x WEB <br />1" <br />1" <br />3/16 <br />SEQUENCING NOTE: <br />1. WELD (E) Wx BEAM WEB TO (E) SHEAR TAB. <br />2. REMOVE EXISTING SHEAR TAB BOLTS. <br />3. WELD (N) PL3/4 COMPONENTS. <br /> (N) PL TO <br /> (E) W14x WEB1/8 16" MIN <br />PJP <br />TYP (N) PL TO <br />(E) W30x WEB1/2 <br />0 <br />#196RFI <br />#196RFI <br />#196RFI <br />SHEAR TRANSFER PLATE 6 <br /> <br />3/16 14" MIN <br />#196RFI <br />(E) Wx BEAM <br />SUPPORT <br />BOLTS, TYP <br />(E) W14x BEAM <br />(VIF)W12x BEAM <br />PL1 1/2 <br />x WIDTH PER FIELD <br />x 16" MIN LENGTH <br />1 1/2" <br />MIN <br />1 1/2" <br />MIN <br /> <br />3/16 14" MIN <br />VIF <br />(3'-0" MAX) <br />NOTE: <br />NOTIFY SEOR IMMEDIATELY IF THERE IS <br />DIMENSIONAL INCOMPATIBILITY FOR 1 1/2" <br />PLATE BETWEEN BEAM BOTTOM FLANGES. <br />TOP OF W14x <br />BOT FLANGE <br />BOT OF W12x <br />BOT FLANGE