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STANDARD BOLTED CONNECTION SCHEDULE <br />BEAM <br />SIZE <br />NO. & SIZE <br />OF BOLTS <br />REQUIRED <br />PLATE <br />THICKNESS <br />WELD SIZE <br />(tw) <br />W8 <br />C8 <br />W10 <br />C10 <br />W12 <br />C12 <br />W14 <br />W16 <br />W18 <br />W21 <br />W24 <br />W27 <br />W30 <br />W33 <br />W36 <br />W40 <br />(2) 7/8" DIA <br />(2) 7/8" DIA <br />(3) 7/8" DIA <br />(3) 7/8" DIA <br />(4) 7/8" DIA <br />(4) 7/8" DIA <br />(5) 7/8" DIA <br />(6) 7/8" DIA <br />(7) 7/8" DIA <br />(8) 7/8" DIA <br />(9) 7/8" DIA <br />(10) 7/8" DIA <br />(11) 7/8" DIA <br />1/4" <br />1/4" <br />1/4" <br />1/4" <br />3/8" <br />3/8" <br />3/8" <br />3/8" <br />3/8" <br />3/16" <br />1/4" <br />1/4" <br />1/4" <br />1/4" <br />1/4" <br />CONNECTION NOTES: <br />1. ALL BOLTS TO BE ASTM A325-N. <br />2. BOLTS SHALL BE TIGHTENED TO AISC "SNUG TIGHT" CONDITION <br />UNLESS NOTED OTHERWISE. <br />3. CONNECTION PLATES TO HAVE AISC STANDARD HORIZONTAL <br />SHORT SLOTTED HOLES UNLESS NOTED OTHERWISE. <br />4. USE A572 GR 50 STEEL FOR SHEAR TABS. <br />5. SHOWN ON PLANS INDICATES NUMBER OF BOLTS <br /> ENQUIRED IF DIFFERENT FROM ABOVE. FOR <br /> NUMBER OF BOLTS EXCEEDING ABOVE SCHEDULE <br /> SEE DETAIL <br />6. K" PER AISC, LARGER OF THE TWO CONNECTING BEAMS FOR <br />DETAILS <br />7. REFER TO FOR SHEAR TAB WELD @ SKEW CONDITION. <br />8. * USE AISC STANDARD HORIZ SHORT-SLOTTED HOLES IN <br />CONNECTION PLATE. <br />9. WHERE CROSS BEAMS OCCUR, USE FULL HEIGHT STIFFENER OF <br />THE THICKNESS REQ'D FOR THE CROSS BEAM CONNECTION IN <br />LIEU OF THE 1/4" STIFFENER. <br />3/8" <br />3/8" <br />3/8" <br />3/8" <br />3/16" <br />3/16" <br />3/16" <br />1/4" <br />1/4" <br />1/4" <br />1/4" <br />/1F S7.01. <br />/1F S7.01. <br />X SC <br />/4 S7.01 <br />3 <br />1 1/2" <br />2" <br />3/4" <br />TYP <br />1 1/2" <br />TYP <br />3" <br />(3" MIN) <br />K+1 1/2" <br />FOR SHEAR PL AND <br />BOLTS SEE SCHED <br />AISC STANDARD HORIZ <br />SHORT-SLOTTED HOLES <br />IN CONNECTION PL <br />tw <br />tw <br />SEE SCHED <br />CL COL <br />TYP <br />3" <br />(3" MIN) <br />K+1 1/2" <br />FOR SHEAR PL AND <br />BOLTS SEE SCHED <br />AISC STANDARD HORIZ <br />SHORT-SLOTTED HOLES <br />IN CONNECTION PL <br />tw <br />tw <br />SEE SCHED <br />5/16 <br />5/16 PL TO COL <br />FLGS, TYP <br />PL 3/8" T&B FOR (5) <br />AND FEWER BOLTS PL <br />5/8" T&B FOR MORE <br />THAN (5) BOLTS <br />CL COL <br />3/4" <br />2" <br />1 1/2" <br />TYP <br />1 1/2" <br />FOR SHEAR PL AND <br />BOLTS SEE SCHED <br />COPE FLANGE <br />AS REQUIRED <br />AISC STANDARD HORIZ <br />SHORT-SLOTTED HOLES <br />IN CONNECTION PL <br />TYP <br />3" <br />(3" MIN) <br />K+1 1/2" <br />tw <br />tw 3 SIDES <br />SEE SCHED <br />K+AISC MIN <br />NOTES: <br />1. PROVIDE FULL HEIGHT STIFFENER PL <br />WHERE INDICATED ON PLANS <br />2. WHEN ∆ > 0.15D USE DETAIL <br />CL BEAM <br />D <br />∆ <br />3/4"2" <br />1 1/2" <br />3/4" <br />2" <br />1 1/2" <br />CL BEAM <br />TYP <br />1 1/2" <br />TYP <br />3" <br />(3" MIN) <br />K+1 1/2" <br />FOR SHEAR PL AND <br />BOLTS SEE SCHED <br />COPE FLANGE <br />AS REQUIRED <br />AISC STANDARD HORIZ <br />SHORT-SLOTTED HOLES <br />IN CONNECTION PL <br />tw <br />tw <br />SEE SCHED <br />CL BEAM <br />PL 1/2" W/ (2) 7/8"Ø <br />A325-N BOLTS <br />COPE FLANGE <br />AS REQUIRED <br />AISC STANDARD HORIZ <br />SHORT-SLOTTED HOLES <br />IN CONNECTION PL <br />3/16 <br />3/16 <br />2" <br />2" <br />3/4"2" <br />3"1 1/2" <br />CL COL <br />TYP <br />1 1/2" <br />TYP <br />3" <br />(3" MIN) <br />K+1 1/2" <br />tw <br />SEE SCHED <br />FOR SHEAR PL AND <br />BOLTS SEE SCHED <br />AISC STANDARD HORIZ <br />SHORT-SLOTTED HOLES <br />IN CONNECTION PL <br />BEAM OVER COL <br />CONN PER <br />COL PER PLAN <br />OR COL SCHED <br />1/4" FULL HT <br />STIFF PL EA SIDE <br />NOTE: <br />WHERE CROSS BEAMS OCCUR USE FULL HEIGHT <br />STIFFENER OF THE THICKNESS REQUIRED FOR THE <br />CROSS BEAM CONNECTION IN LIEU OF THE 1/4" STIFFENER. <br />1 1/2" <br />2" <br />(1'-0" MIN) <br />SEE PLANS <br />1/4 <br />1/4 <br />3 SIDES <br />3" <br />3/4" <br />1 1/2" <br />1 1/2" <br />SEE PLAN FOR BEAM SIZE <br />STIFF PL 1/4", TYP UNO <br />EXTEND PLATE AS REQ'D <br />FOR CONNECTION <br />NOTE: <br />USE LARGER PLATE AND WELD AS REQ'D <br />BY BEAM CONNECTION SCHEDULE. <br />(AISC <br />MIN) <br />(AISC <br />MIN)TYP, UNO <br />NOTES: <br />1. FILLET WELD SIZE S = PLATE THICKNESS. <br />2. FOR BEVEL WELDS, BEVEL END OF CONNECTION PLATE TO MAINTAIN b AT 45°. <br />3. DO NOT INCREASE DIM X WITHOUT ENGINEER'S APPROVAL. <br />4. * USE HORIZ SHORT SLOTTED HOLES IN PLATE AT COLUMN CONNECTION ONLY. <br />5. SEE SETAIL FOR ADDITIONAL NOTES. <br />W36 <br />W24 <br />W33 <br />W30 <br />W27 <br />W14 <br />W21 <br />W18 <br />W16 <br />NO.& SIZE <br />OF BOLTS <br />REQUIRED <br />BEAM <br />SIZE <br />SKEWED BEAM CONNECTION SCHEDULE <br />PLATE <br />THICKNESS, t <br />5/16" <br />(3) 7/8"Ø <br />(4) 7/8"Ø <br />(5) 7/8"Ø <br />(6) 7/8"Ø <br />(7) 7/8"Ø <br />(8) 7/8"Ø* <br />(9) 7/8"Ø* <br />S <br />WELD FOR 1,2 <br />80°<b<90° <br />WELD FOR 1,2 <br />60°<b<80° <br />S + 1/16 <br />CONN <br />CAPACITY <br />(SIGN.SHEAR) <br />W12 <br />W10 <br />W8 <br />(9) 7/8"Ø* <br />(5) 7/8"Ø <br />(3) 7/8"Ø <br />(2) 7/8"Ø <br />(2) 7/8"Ø <br />5/16" <br />5/16" <br />5/16" <br />5/16" <br />5/16" <br />5/16" <br />3/8" <br />3/8" <br />7/16" <br />1/2" <br />1/2" <br />11.1K <br />11.1K <br />22.1K <br />35.4K <br />49.1K <br />62.7K <br />76.4K <br />83.9K <br />91.2K <br />91.2K <br />22.1K <br />49.1K <br />S <br />S + 1/8 <br />S <br />S + 1/8 <br />45° <br />GIRDER WEB OR <br />COLUMN FLANGE <br />FOR PLATE <br />SEE SCHED <br />BEAM WEB <br />3" DIM X <br />1 1/2" <br />b = 0°-60° <br />3/16 <br />FOR <br />45°<b<60° <br />SEE <br />SCHED <br />45° <br />45° <br />a SEE <br />SCHED <br />FOR 30°≤b≤60° <br />FOR 0°≤b≤30° <br />SPAN/6 MAX <br />CL OPENING <br />CL SPAN <br />NOTES: <br />1. FLANGE & STIFFENER NOT REQUIRED FOR 3" SQ HOLES MAX. <br />2. MOMENT FRAME BEAMS, DRAG BEAMS, AND CHORD BEAMS MAY NOT BE <br />PENETRATED WITHOUT STRUCTURAL ENGINEER'S APPROVAL. <br />1/2" <br />1/2" <br />MAX <br />D/3 <br />DWGS (3/4 D MAX) <br />VARIES SECH MECH <br />1/2" <br />D TYP <br />PL 1/2" FLG WIDTH x <br />FLG THICKNESS HORIZ <br />NEAR SIDE ONLY <br />R=1" TYP <br />D/3 MIN <br />D/3 MIN <br />AISC MIN <br />SECTION <br />ELEVATION <br />CL <br /> <br />B <br />E <br />A <br />M <br /> <br />& <br />OP <br />E <br />N <br />I <br />N <br />G <br />VERT STIFF PL EA SIDE OF <br />OPENING W/ SAME <br />THICKNESS AS BEAM WEB <br />AISC MIN <br />3 SIDES <br />TYP <br />K+1/2" <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 />NOTES: <br />1. WHERE ROUND OPENING DIAMETER IS D/6 OR LESS, REINFORCING SHOWN IS <br />NOT REQUIRED. <br />2. MOMENT FRAME BEAMS, DRAG BEAMS, AND CHORD BEAMS MAY NOT BE <br />PENETRATED WITHOUT STRUCTURAL ENGINEER'S APPROVAL. <br />D <br />1/4 <br />EA SIDE <br />OF WEB <br />D/2 MAX <br />MIN <br />D/4 <br />3" <br />TYP1 1/2"3" <br />CLR1" <br /> 3 <br />" <br />3" TYP <br />2" TYP <br />PROVIDE ADDITIONAL <br />(2) 3/4"Ø PUDDLE <br />WELDS DECK TO BEAM <br />AT TOP OF BRACE FOR <br />UNFILLED DECK <br />PLAN SYMBOL <br />PL 3/8", TYP <br />1/4 <br />1/4 <br />TYP <br />1/4 3 MIN <br />1/4 3 MIN <br />CONTRACTOR <br />OPTION IN <br />LIEU OF <br />BOLTS TYP <br />EA ANGLE <br />NOTES: <br />1. LOCATE BRACING AT MID-SPAN OF GIRDERS, UNO. <br />2. DESIGNATION ON PLAN. DOUBLE ARROWS POINTS TO BEAM <br />WITH BOTTOM FLANGE BRACE CONNECTION. <br />BEAM PER PLAN <br />CL FRAME <br />BEAM <br />L3x3x3/8 FOR L < 6'-0" <br />L4x4x3/8 FOR 6'-0" < L < 8'-0" <br />(2) L4x4x3/8 FOR 8'-0" < L < 12'-0" <br />METAL DECK <br />PER PLAN <br />CLR <br />1" <br />7/8" STITCH BOLTS <br />@ 24" OC W/ 3/8" <br />SPACER AT DOUBLE <br />ANGLES <br />(2) 7/8"Ø A325-N BOLTS <br />AT EA END SEE PLAN <br />FOR BRACE LOCATION <br />3" <br />TYP1 1/2" <br />MIN, TYP <br />1 1/2" <br />TYP <br /> 1/2" CLR <br />WF BEAM PER PLAN <br />CONNECTING WF <br />PER PLAN <br />AISC STANDARD <br />ROUND HOLES <br />PLATE A PER SCHED <br />(A572 GRADE 50) <br />(2)L3x3x3/8 W/ (2)1"Ø A325-SC <br />BOLTS EA END WHERE Δ > D/3 <br />NOTE: <br />PROVIDE AT ALL BEAMS WHERE INDICATED ON PLANS: <br />FOR SHEAR PL AND BOLTS SEE <br />SCHED ON <br />EQ <br />EQTYP1 1/2"1 MIN <br />1 <br />1/4 <br />1/4 <br />FULL-HEIGHT <br />STIFFENER PL <br />GIRDER PER PLAN <br />NOTE: <br />BEAM NOT SHOWN FOR CLARITY. <br />tw <br />T&B SEE <br />1/S8.01 FOR tw <br />D+3 <br />GIRDER WEB OR <br />COLUMN FLANGE <br />FULL HT STIFF, <br />FOR THK SEE <br />SCHED BELOW <br />t <br />BEAM WEB <br />HARDENED WASHER ON <br />BOLT SIDE <br />SEE SKEWED BM CONN <br />SCHED, BELOW, FOR # OF <br />BOLTS AND BOLT SIZE <br />b <br />CONTRACTOR IS NOT TO <br />WELD OR TACK WELD NUTS <br />TO CONNECTION PLATE <br />CJP <br />4C <br />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 12:03:36 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 />S7.01 <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 STANDARD BOLTED BEAM CONNECTION DETAILS <br />1A BEAM TO WF COLUMN FLANGE <br />1B BEAM TO WF COLUMN WEB <br />1C BEAM TO BEAM W/ FULL-HT STIFF PLATE <br />1D BEAM TO BEAM <br />1E W6 OR C6 CONNECTION <br />1F BEAM TO BEAM SPLICE <br />SCALE : 1" = 1'-0"2 TYPICAL STIFFENER PLATES <br />SCALE : 1" = 1'-0"4 <br />SKEWED BEAM CONNECTION <br />(FOR SKEW ANGLE=0°<b<60°) <br />4A PLAN <br />SCALE : 1" = 1'-0"5 BEAM WEB OPENING DETAIL <br />SCALE : 1" = 1'-0"6 BEAM WEB ROUND OPENING <br />SCALE : 1" = 1'-0"7 <br />TYPICAL DIAGONAL <br />ANGLE BRACING - METAL DECK <br />SCALE : 1" = 1'-0"3 TYPICAL BRACE DETAIL <br />4C SECTION FOR (60° ≤ b < 90°) <br />4B PLAN FOR (60° ≤ b < 90°) <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