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NOTES: <br />1. TOP FLANGE & BOTTOM FLANGE BACK-UP BARS CAN REMAIN UNLESS <br />A FLAW IN THE WELD IS IDENTIFIED BY SPECIAL INSPECTOR. <br />2. REMOVE RUN OFF TAB AFTER WELD IS COMPLETED. <br />CJP, TYP <br />T&B FLGS CONNECTION <br />PER ,TYP <br />MOMENT <br />PLAN SYMBOL <br />/1 S7.01 <br />3 <br />NOTES: <br />1. TOP FLANGE & BOTTOM FLANGE BACK-UP BARS CAN REMAIN UNLESS <br />A FLAW IN THE WELD IS IDENTIFIED BY SPECIAL INSPECTOR. <br />2. REMOVE RUN OFF TAB AFTER WELD IS COMPLETED. <br />CJP, TYP <br />T&B FLGS CONNECTION <br />PER ,TYP <br />MOMENT <br />PLAN SYMBOL <br />/1 S7.01 <br />3 <br />SAME THICKNESS AS <br />BEAM FLANGE MIN 3/4" <br />5/16" FULL HEIGHT <br />STIFF PL EA SIDE ON <br />COLUMN CENTERLINE <br />CL COL <br />NOTE: <br />WHERE CROSS BEAMS OCCUR, USE <br />FULL HEIGHT STIFFENER OF THE <br />THICKNESS REQUIRED FOR THE <br />CROSS BEAM CONNECTION IN LIEU <br />OF THE 5/16" STIFFENER. <br />(AISC <br />MIN) <br />TYP <br />1 1/2" <br />TYP <br />2" <br />3A <br />POST PER PLAN <br />HOLDOWN/SHEAR <br />WALL ELEVATION <br />MIN, TYP <br />7 DIA <br />2" <br />5/16 <br />TYP <br />HOLD DOWN T.R. <br />HDU2 <br />HDU4 <br />HDU5 <br />5/8"Ø <br />HDU8 7/8"Ø <br />SILL PLATE PER SCHEDULE <br />CONC DECK PER PLAN <br />STIFF PL1/4 AT EA SIDE <br />STL BEAM PER PLAN <br />3/16NOTE: <br />STIFFENER NOT REQ'D FOR <br />SHEAR WALL SHEAR ANCHOR. <br />AB Ø AND MAX <br />SPACING PER SCHED <br />ON , W/ 5" <br />EMBEDMENT AT <br />DOWN FLUTE <br />/1 S6.06 <br />3 <br />GROUT MIN <br />2" NON-SHRINK <br />CLCOL PER PLAN <br />PL 1/2" THK <br />TOP OF SLAB <br />OR BEAM <br />5B <br />MIN <br />3" CLR <br />1' - 0" <br />1/4 <br />MIN <br />CL <br />CL <br />TYP <br />2" <br />TYP <br />2" <br />TYP <br />2" <br />(4) 3/4"Ø A307 BOLT <br />TYP <br />1" <br />GAGE <br />SQUARE/ROUND <br />HSS COL AT SIM <br />(SLOPED PER PLAN) <br />(4) 7/8"Ø A325-N <br />BOLTS <br />GROUT MIN <br />2" NON-SHRINKCOL PER PLAN <br />PL 3/4" THK <br />TOP OF SLAB <br />OR BEAM <br />6B <br />MIN <br />3" CLR <br />1' - 0" <br />CL <br />5/16 <br />CL <br />CL <br />TYP <br /> 2 <br />" <br />TYP <br />2" <br />TYP <br />2" <br />(6) 1"Ø F 1554 Gr 105, <br />GALV <br />EQ <br />CL BEAM <br />INDICATES SINGLE PLATED <br />DRAG CONNECTION ON PLAN <br />EQ <br />DRAG BEAM <br />TRANSVERSE BEAM <br />CL BEAM <br />INDICATES FULL HT <br />STIFFENER CONNECTION BE <br />USED W/SLIP CRITICAL BOLTS <br />DRAG BEAM <br />TRANSVERSE BEAM <br />NOTE: <br />SEE FOR BALANCE OF <br />INFORMATION. <br />BEAM TO BEAM7A <br />BEAM TO BEAM WITH LETERAL BRACING7B <br />FULL HEIGHT STIFFENER <br />PLATE W/ WT AS INDICATED <br />ON PLANS BY <br />FULL HEIGHT STIFFENER <br />PLATE AS INDICATED ON <br />PLANS BY <br />NOTE: <br />SEE FOR BALANCE OF <br />INFORMATION. <br />3/4" <br />1 3/4" <br />3"1 3/4" <br />2 LINES OF 1"Ø A490-SC <br />BOLTS SEE SCHED FOR <br /># OF BOLTS <br />3 <br />/9 S7.02 <br />3 <br />/9 S7.02 <br />BEAM TAB PL <br />CONNECTION W/ BOLTS <br />PER <br />CONCRETE OVER <br />METAL DECK PER PLAN <br />TOP OF SLAB <br />TOP OF STEEL <br />BEAM PER PLAN1/4 <br />(6) 3/4"Ø x5" <br />HEADED STUDS <br />EMBED PLATE <br />3/4" THK <br />LEDGER ANGLE <br />PER /8 S7.11 <br />5/16 <br />TYP <br />NOTE: <br />SEE FOR ADDL INFO NOT SHOWN./8 S7.11 <br />8B <br />S7.02 <br />/1 S7.01 3 <br />2" <br />7" <br />7" <br />2" <br />3" 3" <br />4" 4" <br />CL BEAM * <br />NOTE: <br />* TO AVOID CONFLICT WITH <br />OPPOSITE BEAM'S EMBED PL PER <br />PLAN, IT'S STRUCTURALLY <br />ACCEPTABLE TO SHIFT THE <br />EMBED PLATE BY 1 1/2" MAX <br />FROM THE BEAM CL. <br />3 <br />3 <br />CL COL <br />PLATE 'A' <br />(A572 GR 50) <br />tw <br />tw <br />1/2 <br />1/2 TOP & <br />BOTTOM <br />CL COL <br />PLATE 'A' <br />(A572 GR 50) <br />tw <br />tw <br />SINGLE PLATE DRAG CONNECTION SCHEDULE <br />BEAM SIZE BOLTS / LINE PLATE A WELD <br />(tw) <br />W21 <br />W12/W14 <br />W16/W18 <br />3 <br />4 <br />5 <br />1/2" <br />1/2" <br />5/8" <br />5/16" <br />5/16" <br />1/2" <br />CL HSS COL <br />K PER AISC + 1/2" <br />TYP <br />3" <br />(3" MIN) <br />K+1 1/2" MIN <br />TYP <br />1 1/2" <br />2"MIN <br />1 1/2" <br />tw <br />tw <br />HSS PER PLAN <br />WF BEAM DEPTH <br />W8, W10, W12 <br />W14, W16, W18, W21, W24 <br />WT SIZE REQUIRED <br />WT5x15 <br />WT6x43.5 <br />WELD SIZE tw <br />1/4" <br />1/4" <br />PER SCHED <br />NO & SIZE OF BOLTS <br />REQUIRED <br />/1 S7.01 <br />PER SCHED /1 S7.01 <br />PROJECT <br />COPYRIGHT LOC, INC <br />ORIGINAL SHEET SIZE: 42" X 30" <br />LOC <br />CLIEN <br />ARCHITEC <br />CONSULTANT <br />AC <br />C <br /> <br />R <br />e <br />v <br />i <br />t <br /> <br />2 <br />0 <br />2 <br />2 <br /> <br />h <br />o <br />s <br />t <br />e <br />d <br /> <br />b <br />y <br /> <br />L <br />O <br />C <br />2/12/2025 12:03:38 PM <br />Autodesk Docs://2308_SAZ_Hive/2300175_SAZ_KPFF_R22.rvt <br />2308 <br />TYPICAL <br />STEEL <br />DETAILS <br />FEBRUARY 13, 2025 <br />PLAN CHECK <br />SUBMITTAL 02 <br />S7.02 <br />SANTA ANA ZOO <br />1801 E CHESTNUT AVE, SANTA ANA, CA <br />92701 <br />KPFF <br />STRUCTURAL ENGINEER <br />LOC ARCHITECTS <br />KPFF <br />CIVIL ENGINEER <br />BORDER <br />LANDSCAPE ARCHITECT <br />ABRARI AND ASSOCIATES <br />MEP ENGINEER <br />ASSOCIATED SOILS ENGINEERING <br />GEOTECHNICAL ENGINEER <br />700 S. FLOWER, SUITE 2100 <br />LOS ANGELES, CA 90017 <br />213 372 5111 <br />Ramzi.hodali@kpff.com <br />700 S. FLOWER, SUITE 2100 <br />LOS ANGELES, CA 90017 <br />213 372 5111 <br />Sharad.Ganju@kpff.com <br />724 S. SPRING ST, SUITE 701 <br />LOS ANGELES, CA 90014 <br />213 372 5111 <br />Darren@border-la.com <br />1713 S. STANDARD AVE <br />GLENDALE, CA 91201 <br />818 956 1900 <br />Telma@abrari.com <br />2860 WALNUT AVE. <br />SIGNAL HILL, CA 90755 <br />562 897 2749 <br />Ted@associatedsoils.com <br />3203 E. 4TH ST <br />LOS ANGELES, CA 90063 <br />213 537 0480 <br />Office@loc-arch.com <br />1801 E. CHESTNUT AVE. <br />SANTA ANA, CA 92701 <br />714 647 6575 <br />Efisher@santa-ana.org <br />SANTA ANA ZOO <br />EDUCATION <br />HUB <br />SCALE : 1" = 1'-0"1 BM TO BM MOMENT CONNECTION <br />SCALE : 1" = 1'-0"2 <br />BM TO BM MOMENT CONN <br />(SAME DEPTH BEAMS) <br />SCALE : 1" = 1'-0"3 HSS COL BEL STEEL BM <br />SCALE : 1" = 1'-0"4 DETAIL <br />SCALE : 1" = 1'-0"5 TYP HSS COL BASE PLATE DETAIL <br />5A ELEVATION <br />5B PLAN VIEW <br />3A SECTION <br />SCALE : 1" = 1'-0"6 SLOPED ROUND HSS COL BASE PLATE DETAIL <br />6A ELEVATION <br />6B PLAN VIEW <br />SCALE : 1" = 1'-0"7 BEAM TO BEAM DRAG CONNECTION <br />SCALE : 1" = 1'-0"8 BEAM TO WALL INTERIOR CONNECTION <br />8B SECTION <br />9B SECTION9ASECTION <br />SCALE : 1" = 1'-0"9 <br />SINGLE PLATE <br />DRAG CONN (BM TO COLUMN) <br />3 <br />3 <br />No. Description Date <br />3 PLAN CHECK SUBMITTAL 02 02-13-2025 <br />SCALE : 1" = 1'-0"10 BM TO HSS COLUMN USING WT PIECE <br />3 <br />REGISTERED PROFESSIONAL ENGINEERRAMZI S . HODAL <br />I <br />STRUC T URALSTATE OF CAL IFORNIA <br />2/13/2025