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2" MIN <br />1'-0" MAX 2' - 4" <br />10 CLOSURE <br />PLATE CONT <br />CONC CURB WHERE <br />OCCURS <br />(1) #4 CONT <br />NELSON D2L 1/2"Ø 30 1/8" <br />DEFORMED BAR ANCHOR <br />WELDED TO CLOSURE PL AT <br />EACH WALL FRAMING <br />SUPPORT (16" MAX) <br />EDGE BEAM PER PLAN <br />3/16 2-12 <br />DECK SCHEDULE <br />SLAB THICKNESS PER <br />NOTES: <br />1. WELDED REBAR SHALL BE A706 MATERIAL. <br />2. SEE PLANS AND ELEVATIONS FOR WALL STUD CONNECTIONS. <br />3. COORDINATE STUD CONNECTIONS TO ALIGN W/ WELDED DOWELS. <br />4. WELDED DOWEL SPACING TO MATCH WALL STUD SPACING 16" OC MAX SPACING. <br />AT 3" DECK <br />2'-0" MAX 2' - 4" <br />10 CLOSURE <br />PLATE CONT <br />CONC CURB <br />WHERE OCCURS <br />(1) #4 CONT UNO <br />EDGE BEAM PER PLAN <br />3/4 2-12 <br />DECK SCHEDULE <br />SLAB THICKNESS PER <br />DEFORMED BAR <br />ANCHOR PER 1A/- <br />2'-0" MAX <br />1/4" CLOSURE <br />PLATE CONT <br />CONC CURB <br />WHERE OCCURS <br />(1) #4 CONT <br />EDGE BEAM PER PLAN <br />3/16 2-12 <br />3/16 2-12 <br />2" MIN <br />3/16 <br />3/16TYP <br />EA END <br />L2x2x3/16 CLOSURE <br />SUPPORT @ 4'-0" OC <br />DEFORMED BAR <br />ANCHOR PER 1A/- <br />2' - 4" <br />2'-9" MAX <br />EDGE BEAM PER PLAN <br />3/16 2-12 <br />3/16 2-12 <br />2" MIN <br />2' - 4" <br />3/4" <br />BENT PL <br />1/4" CONT <br />DEFORMED BAR <br />ANCHOR PER <br />DECK PER PLAN <br />WALL STUDS <br />PER SECTION <br />L2x2x3/16 CLOSURE <br />SUPPORT @ 4'-0" OC <br />3/16 <br />3/16TYP <br />EA END <br />1" MAX <br />DASHED AT BEAM <br />1 TO DECK <br />GRID <br />D <br />MAX <br />CANTILEVER (A) <br />DEFORMED BAR <br />ANCHOR SPACING (B) <br />H <br />2'-8" <br />3'-3" <br />12" OC <br />8" OC <br />1A/- <br />WALL STUDS <br />PER SECTION <br />NOTES: <br />1. REF FOR DIMENSIONS REQUIREMENTS WHERE ADJACENT HOLES MUST BE CONSIDERED <br />AS ONE OPENING. <br />2. IF THE OPENING OR GROUP OF OPENINGS OCCURS IN ONE DECKING UNIT, THE OPENING OR <br />OPENING GROUP MAY BE CUT PRIOR TO POURING OF CONCRETE. <br />3. IF, AS SHOWN IN THE DETAIL ABOVE, THE OPENING OR OPENING GROUP CUTS THROUGH TWO DECK <br />UNITS, THE DECKING SHALL NOT BE CUT UNTIL CONCRETE HAS BEEN PLACED AND CURED. <br />A. AT THE TIME OF POURING, SUITABLE SLEEVES OR BULKHEADS SHALL BE PLACED AROUND <br />THE OPENING. <br />4. WHEN THE MAXIMUM DIMENSION OF AN OPENING OR OPENING GROUP EXCEEDS 24", PLACE HEADER <br />BEAMS AROUND OPENING, NOTIFY ENGINEER FOR DESIGN. <br />/4 S7.12 <br />DECK UNIT <br />DECK UNIT <br />DECK UNIT <br />DECK UNIT <br />24" MAX <br />(3) FLUTES <br />(3) FLUTES <br />MIN <br />1 1/2" <br />24" MAX <br />MIN <br />1 1/2" <br />BEAM <br />BELOW <br />BEAM <br />BELOW <br />C3x5 PLACED <br />ON TOP OF <br />DECK <br />(2) #4 x 5'-0" <br />DIAGONAL BARS <br />EA CORNER <br />1/8 1 <br />ADJACENT TO <br />EACH CUT <br />WEB TYP <br />1/8 1 <br />AT CENTER OF <br />EACH UPPER <br />FLUTE <br />BEYOND <br />OPENING TYP <br />NOTES: <br />1. DO NOT CUT MORE THAN 3 ADJACENT WEBS FOR 6" AND 8" MODULE DECK. DO NOT CUT MORE THAN <br />2 ADJACENT WEBS FOR 12" MODULE DECK. <br />2. HOLES LESS THAN 6" IN DIAMETER AND CUTTING NO MORE THAN 1 WEB NEED NO REINFORCING. <br />3. CHANNELS SHALL BE PLACED ON TOP OF DECK. <br />4. IF DIMENSION "A" IS GREATER THAN 4D1, 4D2, OR 32" WHICHEVER IS LARGER, THEN THERE IS NO <br />RESTRICTION ON DIMENSION "B". <br />5. IF DIMENSION "B" IS GREATER THAN 4D1, 4D2, OR 32" WHICHEVER IS LARGER, THEN THERE IS NO <br />RESTRICTION ON DIMENSION "A". <br />6. IF DIMENSIONS "A" AND "B" ARE LESS THAN 4D1, 4D2, OR 32" WHICHEVER IS LARGER, THE OPENING <br />GROUP WILL BE CONSIDERED AS A SINGLE HOLE, AND MUST BE REINFORCED AS REQUIRED FOR THE <br />LARGER OPENING. <br />7. MAXIMUM DIMENSION FOR D2 IS 12". <br />8. ALL OPENINGS WITHIN 4D1 OR 4D2 CLR OF LFRS BEAMS MAY ONLY BE DONE WITH THE STRUCTURAL <br />ENGINEER'S APPROVAL. <br />9. WHEN OPENING IS WITHIN 12" OF BEAM FLANGE, ACCEPTABLE TO OMIT CHANNEL NEAREST TO BEAM. <br />D1 <br />"B" <br />"A" <br />D2 <br />TYP <br />3" MAX <br />SEE NOTE <br />BEAM BELOW C3x5 FLAT TYP WEBS OF DECK <br />EXTEND CHANNEL 3 WEBS <br />PAST OPN'G EACH END, TYP <br />THIS IS CONSIDERED A <br />SINGLE OPENING 1/8 1/2 <br />1/8 1/2 TYP ADJ TO <br />CUT WEB <br />NOTES: <br />1.FOR BALANCE OF INFO, SEE <br />2.SEE FOR ALTERNATE <br />EMBED LEDGER ANGLE CONNECTION. <br />S7.12 <br />GRID <br />METAL DECK W/ CONCRETE <br />FILL PER PLAN <br />L5x3x1/4 (LLV) CONT <br />L2 <br />2" MIN <br />/3A S7.12 <br />GRID <br />METAL DECK W/ CONCRETE <br />FILL PER PLAN <br />LEDGER PER <br />CONCRETE WALL <br />PER PLAN <br />REINFORCEMENT <br />PER WALL ELEV <br />#4 DOWEL @ 12" OC <br />ROUGHEN WALL/SLAB ON <br />METAL DECK CONSTRUCTION <br />JOINTS TO MIN 1/4" AMPLITUDE, TYP <br />/---- <br />L2 <br />2' - 0" MIN <br />TYP <br />Ld <br />2" MIN <br />3" <br />PER PLAN <br />PER PLAN <br />TOPPING PER ARCH #4 CONT <br />DECK TYPE <br />PER PLAN <br />WF BM PER PLAN <br />DOWELS TO MATCH <br />SLAB REINFORCING <br />6 <br />1 <br />18" MIN <br />18" MIN <br />WF BEAM PER PLAN <br />(1) #4 CONT <br />PER PLAN <br />DEPRESSIONEDGE OF DEPRESSION <br />2" MIN <br />BRG, TYP <br />PER PLAN <br />3" <br />1 1/2" <br />TOPPING PER ARCH <br />WHERE OCCURS <br />DOWEL TO MATCH <br />SLAB REINFORCING <br />18" MIN <br />18" MIN <br />6 <br />1 <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 12:03:40 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 />S7.12 <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 />1A DECK PARALLEL TO BEAM - INTERIOR CONDITION <br />1B DECK PERPENDICULAR TO BEAM - INTERIOR CONDITION <br />1C DECK PARALLEL TO BEAM - INTERIOR CONDITION <br />1D <br />FLOOR DECK PARALLEL & PERPENDICULAR <br />TO BEAM - EXTERIOR CONDITION/WHERE WALL STUDS OCCUR <br />SCALE : 1" = 1'-0"2 <br />COMPOSITE DECK REINFORCING <br />AT PENETRATIONS > 13" <br />SCALE : 1" = 1'-0"4 DECK SLEEVE DETAIL <br />SCALE : 1" = 1'-0"3 <br />CONCRETE FILLED DECK TO CONC <br />SHEAR WALL CONN DETAIL <br />SCALE : 1" = 1'-0"1 EDGE OF CONCRETE FILLED DECK <br />3B WALL PERPENDICULAR TO DECK <br />3 <br />3A WALL PARALLEL TO DECK <br />No. Description Date <br />3 PLAN CHECK SUBMITTAL 02 02-13-2025 <br />SCALE : 1" = 1'-0"5 <br />SECTION AT SLAB DEPRESSION <br />(3" TO 1 1/2" DECK) PARALLEL TO BEAM <br />SCALE : 1" = 1'-0"6 <br />SECTION AT SLAB DEPRESSION <br />(3" TO 1 1/2" DECK) PERPENDICULAR TO BEAM <br />REGISTERED PROFESSIONAL ENGINEERRAMZI S . HODAL <br />I <br />STRUC T URALSTATE OF CAL IFORNIA <br />2/13/2025