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HomeMy WebLinkAboutB17-0285_S-500_1507155420.pdfA A A A B B 3/4"Ø A325 SINGLE PLATE CONNECTION SCHEDULE - MAX REACTION (KIPS) - ULTIMATE LEVEL (LRFD) BEAM SIZES COPE CONDITION # OF BOLTS 4 3 2 6 5 7 8 9 2 3 4 5 2 3 4 5 2 3 4 5 2 3 4 5 6 8 9 COPE TYPE UNCOPED COPE LENGTH ≤ 4" COPE LENGTH ≤ 5 1/4" COPE LENGTH ≤ 6 1/8" COPE LENGTH ≤ 8" 22-30 12-19 & C10 31 & UP 18-28 10-15 & C8 33-45 49 & UP 14-22 & C12 26-35 40 & UP W8 W10 W12 W14 W16 W18 22-26 30-38 43 & UP 26-31 36-57 67 & UP 35-46 50-71 76 & UP NOTES: 1. # INDICATES WEB REINFORCEMENT REQD TO ACHIEVE NOTED CAPACITY. SEE 2. FOR SKEWED BEAM CONNECTIONS SEE 7 6 7 8 9 6 7 8 9 6 7 8 9 T INDICATES TOP COPE ONLY TB INDICATES TOP AND BOTTOM COPE T TB T T TB T TB TB T TB TB T TB T T TB T T TB T TB T TB TB TB T TB T T TB T TB TB T T TB T T TB T TB T TB TB TB T TB T TB T T TB T T TB T TB T TB TB T TB T TB 19 9 24 24 13 24 24 17 24 21 11 24 14 24 24 17 24 24 20 24 22 12 41 26 24 13 43 43 31 24 17 43 24 39 43 31 36 41 62 43 33 60 39 62 43 62 81 62 43 40 62 81 81 81 81 81 81 15 9# 20 10 24 13 16 9# 24 11 24 13 24 15 17 9 35 19 24 10 43 23 24 13 43 31 23 28 32 26 45 31 55 41 62 31 56 81 81 37 62 81 81 43 62 81 81 13 9# 19 9 24 11 14 9# 21 9 24 11 24 13 15 9# 30 15 21 9 42 19 24 12 43 27 40 19 24 27 21 62 36 26 62 62 27 81 32 81 81 62 62 62 62 81 81 62 62 62 62 62 62 62 62 62 47 36 62 38 62 57 48 75 81 81 10 9# 14 9# 21 9 11 9# 16 9# 21 9 24 10 12 9# 21 11 16 9# 32 14 23 9 43 20 31 14 38 18 43 21 34 16 53 26 42 20 62 43 62 21 81 25 81 81 41 62 43 62 43 62 34 28 50 30 54 44 35 59 70 81 24 24 24 43 43 39 25 33 20 29 17 22 13 43 43 32 43 25 41 22 32 17 43 43 62 43 62 43 62 43 62 43 43 62 62 43 62 62 43 43 43 43 43 43 43 43 43 43 43 43 43 43 43 43 43 43 43 43 43 43 43 43 43 43 43 -/--- 10/S-500 COPED AT TOP FLG ONLY COPED T&B BEAM TO GIRDER 5/16 5/16 TYP AT EXTENDED PL CONN TYP RECT OR ROUND HSS COLUMN OR PIPE 5/16 5/16 BEAM TO HSS COL ~ ~ 3/8" THRU PLATE OPTION SLOT WALL OF HSS COL 5/16 5/16 3" W RECT HSS 1/4" MIN WALL THK WHERE WALL THICKNESS < MIN, PROVIDE THRU PLATE AS SHOWN 4" 1/4" 5" 1/4" 6" 1/4" 7" 1/4" 8" 1/4" 9" 5/16" 10" 5/16" 12" 1/2" 14" 3/8" 16" 1/2" TYPICAL W 1/2" MAX 1 1/2" MAX AT SKEWED CONNS 1/2" AT ORTHOGONAL CONNS, S-500 4 S-500 1 S-500 1 1/2" 1 1/2" 1 1/2" MIN SUPPORT, SEE DTLS PL 3/8: ≤ 5 BOLTS, STANDARD OR HORIZ SHORT SLOTS MAY BE USED ≥ 6 BOLTS, HORIZ SHORT SLOTS REQUIRED TYP 3" MIN 1 1/2" MIN 3" MAX 1 1/2" MIN TOP & BOTTOM COPE TOP COPE ONLY TYP 3" 1 1/2" d/2 MIN COPE LENGTH, SEE SCHED SEE SCHED COPE LENGTH 1 1/2" TYP 3" NOTE: THE GEOMETRY SHOWN IS THE BASIS FOR CALCULATIONS OF LIMIT STATES INVOLVING COPED BEAMS. ALL EDGE DISTANCE DIMENSIONS SHOWN ARE MINIMUMS. 1 1/2" 1/2" RADIUS TYP COPE BOTTOM COPE ONLY 3" TYP 1 1/2" USE 'TOP COPED' VALUES IN TABLE ALL HOLES IN BEAMS ARE STANDARD HOLES ALL HOLES IN BEAMS ARE STANDARD HOLES SEE SCHED COPE LENGTH 1 1/2" 1 1/2" 1 1/2" d d/2 MIN d/2 MIN 7º < Θ ≤ 14º 14º < Θ ≤ 22º 22º < Θ ≤ 30º, BEVEL END OF PL AT FACE OF SUPPORT 0º < Θ ≤ 7º Ø 3/8 5/16 3/8 5/16 7/16 5/16 1/2 5/16 30° MAX AT SKEW ≤ 30º 12b S-500 5/16 AT HSS OR PIPE COLUMN k BASE PL 1" W/ (4) BOLTS, TYP 1/2" TYP SOLID A36 SHIMS AS NEEDED, TYP 1 1/2"1 1/2" - - STIFFENER PLATE THICKNESS TO MATCH HSS WALL THICKNESS (A572 GR 50), 3/8" MIN THICKNESS 3/S-500 FITTED STIFFENER FULL DEPTH STIFFENER STIFFENER PL MAY OCCUR ON EACH SIDE PLATE WELD SCHEDULE STIFFENER PL THK STIFFENER PL WELD SIZE a (UNO) 3/16" 3/16" 1/4" 3/16" 5/16" 1/4" 3/8" 1/4" 1/2" 5/16" 5/8" 7/16" 3/4" 1/2" 1" 5/8" 1 1/4" 7/8" NOTES: 1. ACTUAL STIFFENER GEOMETRY VARIES. SEE DETAILS 2. STIFFENER SURFACES THAT CONTACT BM FLANGES SHALL BE FINISHED FOR BEARING NOTCH PL AT BEAM RADII, TYP STIFFENER PL a a 3 SIDES a a 2 SIDES k © MARTIN/MARTIN 2017 Martin/Martin, Inc. considers that design data is only in its final form on plotted drawings with original signatures and professional certification being visibly present on the drawings. Data supplied via computer generated format does not contain this approval or certification. The receiver of electronically transmitted drawings is responsible for verifying the information contained within the electronic data against the recorded or approved documents. The use of electronically transmitted drawings is considered to be at your own risk. Martin/Martin, Inc. assumes no responsibility for any claims or damages resulting from your use of this information. Electronic information is provided for the convenience of the recipient only. The recipient of this file agrees that the information may not be transferred to any other party. PROJECT NO: DATE: REVISIONS SHEET TITLE: SHEET NUMBER: MM JOB #: M17.0024.S.01 PRINCIPAL/EOR: SEAN MOLLOY PROJECT MANAGERS: RALEIGH FISHER AND KEVIN HAAS DESIGNER: KARL MERTENS DATE PRINTED: FILE PATH: 7/21/2017 11:49:27 AM C:\Proj\17.0024-VailRowhouse10-RS17_rfisher52P2F.rvt GALVIN RESIDENCE LOT 10 303 GORE CREEK DRIVE MS17.0024.S.01 7/21/2017 S-500 TYP STEEL BEAM CONNS NO SCALE 12 TYP BEAM SINGLE PLATE CONNECTION SCHEDULE - LRFD NO SCALE 1 TYP BEAM SINGLE PLATE - LRFD NO SCALE 4 TYP BEAM COPE GEOMETRY - LRFD NO SCALE 10 TYP BEAM SKEWED CONN - LRFD 3/4" = 1'-0" 2 COLUMN TRANSFER 1 1/2" = 1'-0" 3 TYPICAL WIDE FLANGE BEAM STIFFENER NO. ISSUE DATE 7/21/2017 10/04/17