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X XX <br />MARK STEEL DECK TYPE GAGE TOTAL THICKNESS (t) CONCRETE TYPE REINFORCING <br />DECK ATTACHMENT <br />END INTERMEDIATE SEAM MARGINAL <br />MAX UNSHORED SPAN <br />SINGLE SPAN DOUBLE SPAN TRIPLE SPAN <br />3/4" Ø PUDDLE <br />WELD @ 12" OC <br />3/4" Ø PUDDLE <br />WELD @ 12" OC <br />3/4" Ø PUDDLE <br />WELD @ 12" OC <br />BUTTON PUNCH <br />@ 36" OC 12'-5"#4 @ 18" OC EWf'c = 4000 PSI <br />LT WT6 1/4"18D1 W3 FORMLOK <br />NOTES: <br />1. SEE GENERAL NOTES FOR ADDITIONAL INFORMATION. <br />2. SEE TYPICAL CONCRETE DETAILS FOR DEVELOPMENT AND SPLICES OF REINFORCING. <br />3. SPACING OF DECK SEAM CONNECTING FOR CONCRETE FILLED METAL DECKS SHALL BE <br />REDUCED AS REQUIRED TO PREVENT FAILURE OF CONNECTIONS AS DETERMINED BY DECK <br />MANUFACTURER. <br />D1 <br />3/4" CLR <br />3 1/4" <br />3" <br />DECK REINF <br />PER SCHEDULE <br />14'-10" 14'-7" <br />DOWEL AT <br />CONSTRUCTION <br />JOINT <br />#5x6'-0" @ 12" OC <br />3/4" Ø PUDDLE <br />WELD @ 12" OC <br />3/4" Ø PUDDLE <br />WELD @ 12" OC <br />3/4" Ø PUDDLE <br />WELD @ 12" OC <br />BUTTON PUNCH <br />@ 36" OC 8'-10"#4 @ 18" OC EWf'c = 4000 PSI <br />LT WT4"18D2 PLB 10'-8" 11'-0" #5x6'-0" @ 12" OC <br />D2 <br />1" <br />1 1/2" <br />2 1/2" <br />3 3 3 <br />3 <br />DECK REINF <br />PER SCHEDULE <br />#3 @ 12" EW (UP TO 5" PADS) <br />#4 @ 12" EW (UP TO 9" PADS) <br />#4 @ EDGE OF PAD <br />12" <br />#4 @ 2'-0" OC MAX (2 PER SIDE MIN) <br />WHERE PAD EDGE IS PARALLEL TO <br />DECK, TURN 90° TO RUN PARALLEL <br />TO FLUTES <br />4" MIN , 9" MAX <br />CONTRACTOR <br />TO VERIFY W/ <br />MECH, ELECT & <br />ARCH PLANS <br />SLAB REINF <br />PER PLAN <br />ROUGHEN TO 1/4" <br />AMPLITUDE <br />3/4" CLR AT <br />TOP FLUTE <br />WHERE <br />CONFLICT <br />OCCURS <br />NOTES: <br />1. DECK SHALL ATTAIN FULL DESIGN STRENGTH <br />PRIOR TO POURING OF PAD. VERIFY WITH SEOR. <br />2. AT PADS WHERE EPOXY DOWELS ARE USED, <br />PULL TEST 50% OF DOWELS TO 1,625#. <br /> 1 <br />" CLR <br />12" <br />FIELD TOLERANCE <br />6" MAX FOR <br />S7.11 <br />2A <br />3/4" <br />EPOXY W/ HILTI <br />HIT-RE 500 V3 INTO <br />DRILLED HOLES <br />3" <br />CONCRETE OVER <br />METAL DECK PER <br />SCHEDULE <br />WF BEAM <br />PER PLAN <br />REMOVE FORM AT <br />2ND POUR <br />CONSTRUCTION JOINT <br />DECK REINF <br />PER SCHED <br />CONT ADD BAR TO MATCH, <br />TYP DECK REINF (#5 MIN) <br />DOWEL PER DECK SCHED <br />CENTERED ON C.J. <br />2ND POUR 1ST POUR <br />EQ EQ <br />0" CLR <br />CONCRETE OVER <br />METAL DECK PER <br />SCHEDULE <br />WF BEAM PER <br />PLAN, TYP <br />REMOVE FORM <br />BEFORE 2ND <br />POUR <br />CONSTRUCTION JOINT <br />DECK REINF <br />PER SCHED <br />CONT ADD BAR TO MATCH <br />TYP DECK REINF (#5 MIN) <br />DOWEL PER DECK SCHED <br />CENTERED ON CJ <br />2ND POUR 1ST POUR <br />0" CLR <br />DECK PERPENDICULAR TO BEAM DECK PARALLEL TO BEAM <br />DETAIL AT GUSSET PL <br />TYP <br />3" MIN <br />TYP <br />3" <br />MIN <br />TYP <br />3" <br />MIN TYP <br />3" <br />MIN <br />TYP <br />7/8" <br />MIN <br />8 STUDS <br />PER FLUTE <br />7 STUDS <br />PER FLUTE <br />6 STUDS <br />PER FLUTE <br />5 STUDS <br />PER FLUTE <br />4 STUDS <br />PER FLUTE <br />BEAM <br />MIN <br />4 1/2" <br />MIN <br />4 1/2" <br />BEAM <br />1 ROW OF <br />STUDS <br />2 ROWS <br />OF STUDS <br />DECK <br />3" <br />TYP <br />3"MIN <br />TYP <br />3"MIN <br />MIN <br />3" <br />TYP <br />7/8" MIN <br />BEAM <br />3 STUDS <br />PER FLUTE <br />2 STUDS <br />PER FLUTE <br />1 STUD <br />PER FLUTE <br />DECK <br />TYP <br />7/8" MIN <br />DECK <br />TYP <br />1 1/2" <br />TYP <br /> 7/8" MIN <br />BEAM <br />GUSSET PL <br />WHERE OCCURS <br />MIN <br /> 7 <br />/8" <br />NOTES: <br />1. IF TWO STUDS ARE REQUIRED IN ONE FLUTE, THE TRANSVERSE <br />SPACING SHALL BE 3" MINIMUM. <br />2. UNLESS NOTED OTHERWISE, ALL BEAMS AND GIRDERS SUPPORTING <br />STRUCTURAL CONCRETE SHALL HAVE HEADED SHEAR STUDS AT 12" OC. <br />3. STAGGER STUDS AS REQUIRED TO AVOID CONFLICT WITH GUSSET <br />PLATES. <br />4. DO NOT INSTALL WELDED SHEAR STUDS IN PROTECTED ZONE OF LFRS <br />FRAME BEAMS. PROVIDE ADDITIONAL STUDS OUTSIDE PROTECTED ZONE <br />TO MEET NUMBER OF STUDS IN PARENTHESES. <br />LFRS FRAME BEAMCL COL <br />LFRS FRAME BEAM <br />PER ELEVATION <br />GRID GRID <br />CL COL <br />NO STUD ATTACHMENT <br />PROTECTED ZONE <br />PER LFRS CONN DETAILS <br />IN BETWEEN PROTECTED ZONES <br />[X] STUDS TO BE EVENLY SPACED <br />NO STUD ATTACHMENT <br />PROTECTED ZONE <br />PER LFRS CONN DETAILS <br />DECK PARALLEL TO BEAM <br />CL BM CL COL <br />PROVIDE ADDITIONAL STUDS AT ENDS TO <br />MEET NUMBER REQ'D IN PARENTHESES <br />[X] STUDS SPACE EVENLY OVER BEAM LENGTH <br />SPACING <br />4 1/2" MIN <br />SPACING <br />12" MAX STUD MAX <br />12" <br />CL BM CL COL <br />PROVIDE ADDITIONAL STUDS AT ENDS TO <br />MEET NUMBER REQ'D IN PARENTHESES <br />MAX <br />12" <br />OUTSIDE DEPRESSION <br />[Z] STUDS, SPACE <br />EVENLY OVER BM LENGTH <br />OUTSIDE OF DEPRESSION <br />[X] STUDS, SPACE <br />EVENLY OVER BM LENGTH <br />DEPRESSION <br />[Y] SHORT SHEAR <br />STUDS AT SLAB <br />SPACING <br />4 1/2" MIN <br />SPACING <br />12" MAX STUD <br />DEPRESSION AT BEAM <br />[X] STUDS SPACE EVENLY OVER BEAM LENGTH <br />MAX <br />12" <br />CL BM CL COL <br />PROVIDE ADDITIONAL STUDS AT ENDS TO <br />MEET NUMBER REQ'D IN PARENTHESES <br />PUDDLE WELD <br />WHERE NO STUD <br />PROVIDED <br />SPACING <br />12" MAX STUD <br />DECK PERPENDICULAR OR SKEWED TO BEAM <br />LFRS COL <br />PER ELEV <br />CL BM <br />4" MINPER PLAN <br />SLAB PER PLAN <br />STUD INDICATED BY [#] <br />PER PLAN <br />3/16 3-12 <br />3/16 3-128" CONT <br />WELD AT <br />EA END <br />Wx BM PER PLAN <br />3/8" THK MIN BENT PL <br />2 1/2" <br />12" MAX <br />MAX <br />8" <br />SEE ARCH PLAN <br />REACTION FROM <br />WINDOW MULLION, <br />400 PLF MAX <br />FOR DECK, DECK REINF, <br />DECK ORIENTATION & CONC <br />THICKNESS, SEE PLAN <br />#4 CONT @ 12" OC, <br />2 ROWS MIN <br />ROUGHEN SURFACE TO <br />1/4" AMPLITUDE <br />#4 @ 12" OC W/ HILTI <br />EPOXY HIT-RE 500 <br />INTO DRILLED HOLES <br />BEAM PER PLAN <br />2 1/2" <br />12" MAX <br />MAX <br />8" <br />SEE ARCH PLAN <br />P SEE NOTE <br />FOR DECK, DECK REINF, <br />DECK ORIENTATION & CONC <br />THICKNESS, SEE PLAN <br />#4 CONT @ 12" OC, <br />2 ROWS MIN <br />ROUGHEN SURFACE TO <br />1/4" AMPLITUDE <br />#4 @ 12" OC W/ HILTI <br />EPOXY HIT-RE 500 <br />INTO DRILLED HOLES <br />BEAM PER PLAN <br />NOTE: <br />P = 400 #/FT (AT STUDS). <br />P = 2000 # (AT MULLION UNFACTORED). <br />L5x3x1/4 (LLV) CONT EA SIDE <br />W/ 3/4"Ø A307 THRU-BOLT <br />@ 12" OC <br />CONC FILL ON METAL DECK, <br />DIRECTION PER PLAN <br />CONC WALL PER PLAN <br />#4 DOWEL @ 12" OC ALTERNATE <br />HORIZ LEG DIRECTION <br />2" MIN <br />TYP <br />Ld <br />3/4" CLR <br />PUDDLE WELD PER <br />DECK SCHEDULE <br />(2) ADDITIONAL CONT <br />CHORD BARS. SIZE TO <br />MATCH WALL TYP <br />HORIZONTAL REINF UNO, <br />ON WALL ELEVATION <br />EQ <br />EQ <br />DECK ON BOTH SIDES8A <br />WALL REINF PER PLAN <br />DRAG @ MID-DEPTH, <br />WHERE OCCURS, BAR PER PLAN <br />ROUGHENED TO <br />1/4" AMPLITUDE <br />MIN <br />2' - 0" <br />NOTE: <br />FOR DECK TO CONCRETE <br />WALL / PARAPET REFER TO <br />DETAIL S7.12 <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 12:03:39 PM <br />Autodesk Docs://2308_SAZ_Hive/2300175_SAZ_KPFF_R22.rvt <br />2308 <br />TYPICAL <br />METAL DECK <br />DETAILS <br />FEBRUARY 13, 2025 <br />PLAN CHECK <br />SUBMITTAL 02 <br />S7.11 <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 STEEL DECK SCHEDULE <br />SCALE : 1" = 1'-0"2 MECHANICAL PAD ON DECK <br />2A ALTERNATE DETAIL <br />SCALE : 1" = 1'-0"5 CONSTRUCTION JOINT FOR SLAB <br />5A JOINT PARALLEL TO DECK <br />5B JOINT PERPENDICULAR TO DECK <br />SCALE : 1" = 1'-0"7 PLAN STUD SPACING <br />SCALE : 1/2" = 1'-0"9 COMPOSITE BEAM STUD SPACING <br />SCALE : 1" = 1'-0"4 SLOPED DECK SUPPORT DETAIL <br />SCALE : 1" = 1'-0"3 <br />INTERIOR CURB AT METAL DECK <br />(8 IN MAX CURB WIDTH) <br />SCALE : 1" = 1'-0"6 <br />EXTERIOR CURB AT METAL DECK <br />(8 IN MAX CURB WIDTH) <br />SCALE : 1" = 1'-0"8 <br />CONCRETE FILLED DECK TO CONC <br />SHEAR WALL CONN DETAIL <br />No. Description Date <br />3 PLAN CHECK SUBMITTAL 02 02-13-2025 <br />REGISTERED PROFESSIONAL ENGINEERRAMZI S . HODAL <br />I <br />STRUC T URALSTATE OF CAL IFORNIA <br />2/13/2025