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STANDARD BOLTED CONNECTION SCHEDULE <br />(2) 7/8"Ø 1/4" <br />(2) 7/8"Ø <br />(3) 7/8"Ø <br />(3) 7/8"Ø <br />(4) 7/8"Ø <br />W21 <br />W18 <br />W16 <br />W14 <br />3/8" <br />3/8" <br />3/8" <br />1/4" <br />1/4" <br />1/4" <br />1/4" <br />1/4" <br />1/4" <br />1/4" <br />1/4" <br />1/4" <br />1/4" <br />WELD <br />SIZE <br />PLATE <br />THICKNESS <br />NO. & SIZE <br />OF BOLTS <br />REQUIRED <br />BEAM <br />SIZE <br />(5) 7/8"Ø <br />(4) 7/8"Ø <br />W12 / C12 <br />W10 / C10 <br />W8 / C8 <br />1. ALL BOLTS TO BE ASTM A325-N IN A SNUG-TIGHTENED <br />JOINT, UNO. <br />2. CONNECTION PLATES TO HAVE AISC STANDARD ROUND <br />OR HORIZONTAL SHORT-SLOTTED HOLES, UNO. <br />3. ALL CONNECTION PLATE MATERIAL TO BE A36, UNO. <br />4. SHOWN ON PLANS INDICATES NUMBER OF BOLTS <br />REQUIRED. IF NOT SHOWN THEN USE THE NUMBER <br />OF BOLTS SHOWN IN THE TABLE ABOVE. <br /># <br />CL BEAM <br />1/2" <br />2 1/2" <br />1 1/2"FOR SHEAR PLATE AND <br />BOLTS SEE SCHEDULE <br />COPE BEAM FLANGE AS <br />REQUIRED <br />SEE <br />SCHEDULE <br />A BEAM TO BEAM <br />TYP <br />3" <br />TYP <br />3" <br />TYP <br />1 1/2" <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 />TYP <br />2" <br />6" MIN <br />8" MAX <br />TYP <br />2 1/2" <br />FOR SHEAR PL & <br />BOLTS SEE <br />PL3/4 W/ (4) 3/4" Ø BOLTS <br />W/ 6" EMBED W/ HILTI <br />'HIT-HY 200' <br />SEE SCHED <br />ON <br />(E) CONC <br />ELEVATED <br />SLAB <br />(E) CONC <br />BM <br />MAX <br />1/2" <br />4" <br />Wx BM PER PLAN <br />1/S5.0-1 <br />NOTE: <br />USE NON-DESTRUCTIVE TESTING <br />TO LOCATE (E) REINF. DO NOT <br />CUT OR DAMAGE (E) REINF. <br />1 <br />S5.0-1 <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 />(E) CONC FILL <br />OVER MTL DECK <br />L6x4x5/16x1'-6" LG (LLV) <br />W/ (2) 1/2"Ø HILTI 'KB-TZ2' <br />W/ 3 1/4" EMBED INTO (2) <br />LOW FLUTES MIN EA <br />SIDE HSS <br />GAP <br />1" <br />HSS PER PLAN <br />5/8"Ø BOLT CENTERED <br />IN 2 1/2" VERT <br />SLOTTED HOLE <br />WASHER EA SIDE <br />MIN <br />7" <br />4" <br />3" <br />14" <br />10" <br />TYP <br />2" 12" <br />CONNECTION <br />PER <br />Wx PER PLAN <br />(E) CONC SLAB <br />(E) CONC BEAM <br />PL3/4 W/ (4) 3/4"Ø BOLTS W/ 6" <br />EMBED W/ HILTI 'HIT- HY 200' <br />NOTE: <br />USE NON-DESTRUCTIVE TESTING <br />TO LOCATE (E) REINF. DO NOT <br />CUT OR DAMAGE (E) REINF. PLATE <br />MAY NEED TO BE RESIZED TO <br />MISS (E) REINF <br />2" HORIZ SLOT <br />HOLES <br />1/2" PL x 3" SQ <br />WASHER <br />3/16 <br />TYP <br />1 <br />S5.0-1 <br />COL PER PLAN <br />1/4 <br />1/4 <br />BOLTS <br />PER <br />BEAM PER PLAN <br />WT5x9.5 <br />PLAN <br />CL <br />1 <br />S5.0-1 <br />1 <br />2 MAX <br />L7x4x3/8 (LLV) <br />EA SIDE OF COL <br />HSS ELEVATOR <br />GUIDE RAIL <br />SUPPORT <br />3/4"Ø THRU BOLT <br />W/ WASHERS BOTH <br />SIDES AND DOUBLE <br />NUT (HAND TIGHT <br />1ST NUT) <br />CENTERED IN A <br />13/16"x 3 1/2" LG <br />VERT SLOTTED <br />HOLE <br />L3x3x1/4 AT COL <br />1/2"Ø HILTI 'KB-TZ2' <br />W/ 3 1/4" EFF <br />EMBED AT LOW <br />FLUTE <br />(E) CONC FILL <br />OVER STEEL DECK <br />PER PLAN <br />PL1/4x4x0'-6" <br />1/4 2 MIN <br />1/4 2 MIN <br />3/16 <br />3/16 <br />1/4 <br />1/4 <br />2" CLR <br />A <br />A BASE PLATE <br />EQ EQ <br />TYP <br />1 1/2" <br />TYP <br />1 1/2" <br />BASE PL3/8 W/ (2) 1/2"Ø HILTI <br />'KB-TZ2' W/ 2" EFF EMBED <br />1/4 <br />(2) L8x4x3/8x0'-8" LG (LLV) <br />CLR <br />1" <br />1/4 <br />1/4 <br />(E) STL BEAM PER PLAN <br />(1) 5/8"Ø MB CENTERED <br />IN ANGLE & IN HSS 2 1/2" <br />VERT SLOTTED HOLE <br />1 1/2" <br />A SECTION <br />HSS COLUMN PER PLAN, <br />BOLT HOLES AT CL <br />A <br />SEAM / SIDE LAPINT.END <br />MAX UNSHORED SPAN <br />REINFGAGEMARK <br />EDGE TRIPLEDOUBLESINGLE <br />12'-0"12'-0"10'-6"1 1/2"16D1 ----VSC @ 24" OCFASTENERS <br />@ 6" OC <br />FASTENERS <br />@ 12" OC <br />FASTENERS <br />@ 12" OC <br />D1 <br />2 1/2"3 1/2" <br />1 3/4" <br />1 1/2"6" <br />VERCO PLB-36 <br />STEEL DECK <br />TYPE <br />TOTAL <br />THICKNESS (t) <br />CONCRETE <br />TYPE <br />STEEL DECK <br />ATTACHMENT PATTERN <br />12'-0"11'-0"10'-0"6 1/4"20D2 #4 @ 12" OC <br />EW <br />3000 PSI <br />LTWT CONC <br />*3/4"Ø PUDDLE <br />WELD @ 12" OC VSC @ 24" OC*3/4"Ø PUDDLE <br />WELD @ 12" OC <br />*3/4"Ø PUDDLE <br />WELD @ 12" OCVERCO W-3 <br />D2 <br />3/4" CLR <br />3 1/4" <br />3" <br />NOTES: <br />1. SEE GENERAL NOTES FOR MORE INFORMATION. <br />2. VSC = VERCO SIDELAP CONNECTION. <br />3. * 3/4" VISABLE DIAMETER PUDDLE WELDS <br />(MINIMUM FUSION AREA SHALL BE 1/2" DIAMETER <br />PUDDLE WELDS). <br />AISC STD HORIZ SHORT SLOTTED HOLES <br />OVERLAPPING 15/16" Ø HOLES ONLY <br />ALLOWING FOR INSTALL OF 3/4"Ø BOLTS <br />NEW SLAB PER PLAN <br />1/4 <br />1/4 <br />(E) CMU WALL <br />CONT PL1/2 TO MATCH WALL <br />THICKNESS W/ 3/4"Ø x 3 3/4" <br />EMBED HILTI 'KB-TZ2' AT <br />GROUTED CELLS <br />(4 MIN) <br />1 1/2" <br />TYP <br />3 1/2" <br />TY <br />1 1/2" <br />3/4 <br />EA LOW <br />FLUTE <br />(E) SLAB <br />7" <br />7" <br />2" <br />CL <br />2" 3"3" 2"A <br />A WALL PLATE <br />Wx <br />PER <br />PLAN <br />(4) 3/4"Ø x 3 3/4" <br />EMBED HILTI <br />'KB-TZ2' (ICC <br />ESR-4266) <br />PL1/4 <br />HSS COL <br />PER PLAN <br />NOTE: <br />ACCEPTABLE TO USE 3/4"Ø x 4" EMBED HILTI HY 270 EPOXIED THREADED <br />ROD + HIT-CS IN LIEU OF KB-TZ2 WHERE A CELL VOID IS ENCOUNTERED. <br />3" <br />SCAN SLAB TO LOCATE AND AVOID <br />CUTTING (E) REINF. NEATLY CHIP <br />AWAY CONC TO INSTALL COL. FILL <br />VOID WITH NON-SHRINK GROUT <br />FOR STEEL COL TO <br />BEAM CONN SEE 14 <br />S5.0-4 <br />1/2" <br />. <br />BEAM BELOW <br />EXTEND ANGLE (3) WEBS <br />PAST OPENING EA END <br />TYP <br />THIS IS <br />CONSIDERED A <br />SINGLE OPENING <br />WEBS OF DECKL1 3/4x1 3/4x 1/4 ON <br />TOP OF DECK (TYP) <br />NOTES: <br />1. DO NOT CUT MORE THAN (2) ADJACENT WEBS <br />2. INDIVIDUAL HOLES LESS THAN 6"Ø AND CUTTING NO MORE THAN (1) WEB, DO NOT <br />REQUIRE REINFORCING SHOWN. <br />3. ANGLES SHALL BE PLACED ON TOP OF DECK <br />4. IF DIMENSION "A" IS GREATER THAN 4x"D1", 4x"D2" OR 32" WHICHEVER IS GREATER, <br />THERE SHALL BE NO RESTRICTION OF DIMENSION "B". <br />5. IF DIMENSION "B" IS GREATER THAN 4x"D1", 4x"D2" OR 32" WHICHEVER IS GREATER, <br />THERE SHALL NOT BE NO RESTRICTION ON DIMENSION "A" <br />6. IF DIMENSION "A" AND "B" ARE LESS THAN 4x"D1", 4x"D2" OR 32" WHICHEVER IS <br />LARGER, THE GROUP OF OPENINGS SHALL BE CONSIDERED AS A SINGLE OPENING, <br />AND SHALL BE REINFORCED AS REQUIRED FOR THE LARGER OPENING. <br />"A" <br />"B" <br />"D1" <br />"D2" <br />1/8 1/2" <br />TYP ADJ <br />TO CUT <br />WEBS <br />MC6x12 <br />(E) MC6x12 <br />L3x3x1/4 BRACE <br />@ EA HANGER <br />2 MIN <br />1 <br />(E) L2 1/2x2 1/2 <br />HANGER AT EA <br />(E) ROOF BM <br />1/4 2-12 <br />1/4 <br />3" MIN EA END <br />PL 3/4x5x0'-8" <br />(E) ROOF BM <br />1/4 <br />1/4 <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 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 />4/3/2025 11:57:16 AM <br />Autodesk Docs://Santa Ana Library/22575-01 Santa Ana Library_Struct_SR22.rvt <br />S5.0-1 <br />TYPICAL STEEL <br />DETAILS <br />JO <br />B <br /> <br />N <br />U <br />M <br />B <br />E <br />R <br />: <br /> <br />2 <br />1 <br />0 <br />0 <br />5 <br />8 <br />8 <br />; <br /> <br />J <br />O <br />B <br /> <br />N <br />A <br />M <br />E <br />: <br /> <br />S <br />a <br />n <br />t <br />a <br /> <br />A <br />n <br />a <br /> <br />L <br />i <br />b <br />r <br />a <br />r <br />y <br /> <br />R <br />e <br />no <br />v <br />a <br />t <br />i <br />o <br />n <br />; <br /> <br />S <br />H <br />E <br />E <br />T <br />: <br /> <br />S <br />5 <br />. <br />0 <br />-1; <br /> <br />P <br />D <br />: <br /> <br />M <br />J <br />S <br />; <br /> <br />P <br />M <br />: <br /> <br />E <br />S <br />1" = 1'-0"1STEEL BM TO STEEL BM CONNECTION <br />1 1/2" = 1'-0"2FLANGE BRACE TO EXISTING CONC SLAB <br />1 1/2" = 1'-0"3Wx BEAM TO EXISTING CONCRETE BEAM <br />1 1/2" = 1'-0"4FLANGE BRACE TO (E) CONC SLAB EDGE <br />1 1/2" = 1'-0"5HSS TOP CONNECTION AT SLAB <br />1" = 1'-0"6EMBED PLATE TO CONCRETE BEAM/WALL1 1/2" = 1'-0"10Wx BEAM TO HSS COL CONN <br />1" = 1'-0"8ELEVATOR GUIDE RAIL SUPPORT <br />1" = 1'-0"9HSS TOP CONNECTION AT BEAM <br />1" = 1'-0"11STEEL DECK SCHEDULE <br />1" = 1'-0"12TYPICAL BEAM TO (E) CMU WALL <br />1 1/2" = 1'-0"7NOT USED <br />1" = 1'-0"13TYPICAL STIFFENED DECK SLEEVE DETAIL <br />REV # DESCRIPTION DATE <br />ASI#020 ASI 04.03.2025 <br />I#020 <br />1" = 1'-0"14SECTION <br />ASI#020 <br />1" = 1'-0"1" = 1'-0"215 <br />#142 <br />NEW OPENING IN EXISTING Wx BEAM <br />#142 RFI 04.29.2025 <br />SCHEDULE 40 PIPE <br />SLEEVE x BEAM <br />FLANGE WIDTH <br />SPAN/6 MAX <br />CL OPENING <br />CL <br /> <br />B <br />E <br />A <br />M <br /> <br />A <br />N <br />D <br /> <br />O <br />P <br />E <br />N <br />I <br />N <br />G <br />CL SPAN <br />D <br />1/4 <br />EA SIDE <br />OF WEB <br />D/2 MAX <br />MIN <br />D/4 <br />2'-0" MAX <br />~ <br />2 <br />1 <br />" <br /> <br />( <br />V <br />I <br />F <br />) <br />16 <br />" <br />(E) W21x68 (VIF) <br />PIPE 16 STD x 3/8 WALL <br />THICKNESS x 8" LG <br />NOTE: <br />PROVIDE TEMP SHORING FOR EXISTING <br />Wx BEAM PRIOR TO CUTTING NEW HOLE. <br />DO NOT REMOVE SHORING UNTIL PIPE IS <br />INSTALLED AND WELDED TO EXISTING <br />Wx BEAM. <br />ASI# <br />NOTE : <br />SEE DETAIL 3/S5.0-2 FOR <br />CONDITION AT 2ND FLOOR. <br />NOTE : <br />SEE DETAIL 4/S5.0-2 FOR <br />CONDITION AT 2ND FLOOR. <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 />#196RFI <br />#196RFI