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HomeMy WebLinkAboutB17-0285_S-330_1507155420.pdfA A TYPICAL HSS COLUMN 5/16 X 1'-0" 1'-0" X OPTIONAL LEVELING NUTS DOUBLE NUT OR HEADED ANCHOR ROD ABOVE NUT 2" MIN PROJECTION 3/4" GROUT 1 1/2" NON-SHRINK 9" 3/4"Ø ANCHOR RODS, UNO PL WASHER 1/2x2x2 W/ STANDARD HOLE 1 5/16"Ø HOLES IN BASE PLATE UNO SEE PLAN FOR SUPPORTED COLUMN TYPE AND SIZE BP1 TYP 1 1/2" TYP 1 1/2" HSS COLUMN 5/16 X 5 1/2" 1'-0" TYP 1 1/2" HSS COLUMN 5/16 X 5 1/2" 1'-0" TYP 1 1/2" BP2 BP3 HSS COLUMN 5/16 X 5 1/2" 11" TYP 1 1/2" BP4 3" 1 1/4" @ SIM 0" TO 1'-0" REPLACE TOP (2) HAS w/ (2) #6 (A706) #6x2'-4", EMBED SUPPLIER TO TIE IN PLACE CENTERED ON PLATE, WELDING NOT PERMITTED LESSER OF: 1) LDH 2) FAR FACE OF CONC LESS 2" 1'-0" 1 1/2" #6 TOP & BOT (A706) LTS 4° MAX EDGE OF CONCRETE 8" TO 2'-0" 5" ADDITIONAL #6 AT W27 & ABOVE TYP EMBEDDED PL SCHED** BEAM C8, W8 CAPACITY (KIPS)* D (IN) L (IN) TOTAL # HAS 15 12 6 4 C10, W10 15 12 6 4 C12, W12 39 12 8 4 W14 51 14 9 6 W16 61 16 10 6 W18 65 18 12 6 W21 73 21 14 8 W24 75 24 16 10 W27 82 27 18 12 W30 89 30 18 14 W33 93 33 20 14 W36 98 36 20 16 * ULTIMATE LEVEL (LRFD) ** EMBEDDED PLATE TYPE IS BASED ON BEAM DEPTH. IF PLAN REACTION IS GREATER THAN SCHEDULED CAPACITY, REQUEST CUSTOM CONNECTION FROM ENGINEER T/PL = T/BM, TYP PL 3/4 3/4"Ø HAS, TYP, SEE SCHEDULE FOR LENGTH AND TOTAL # 13/16"x2 3/4" SLOTTED HOLE IN L6, STANDARD HOLE IN BEAM L6x3 1/2x3/8, (2) PT BOLTS, CENTER VERTICALLY ON BM NOTES: 1. COMPLETE ALL WELDS PRIOR TO INSTALLING DECK OR USING BEAM TO SUPPORT ANY CONSTRUCTION MATERIALS 2. SEE FOR WELDING OF REBAR TO EMBED PLATES WHEN REQUIRED. DAS MAY BE SUBSTITUTED FOR REBAR. 1 1/2" ± 1" WELDING CLEARANCES TRIM FLG T&B, ONE SIDE ONLY, AS REQD FOR FIELD EQ EQ EQ 2" 2" D 2" 5" 5" 2" EMBED & BEAM CL B/CONC T/CONC EDGE OF CONC 2'-0" MIN BEAM ELEVATION EMBED ELEVATION MINIMUM CONCRETE EDGE DISTANCES AT WALLS S-330 5 WHERE LESS AT WALL END OF ANGLE DO NOT WELD ACROSS TOP 6" STUDS 8" STUDS 15 15 39 51 61 78 84 99 106 113 118 124 1'-0" MIN S-330 4 WHERE LESS AT TOP CORNER EDGES 4 S-330 AT PILASTER 5/16 3/4" RETURN TOP, FULL RETURN BOT 5/16 3 SIDES, NOTE 1 1 1/2" 7/S-330 BAR SIZE E L 2 3/16 #3 #4 1/4 2 1/2 #5 5/16 3 #6 3/8 3 1/2 #7 7/16 4 D BAR SIZE 3/8 1/2 7/16 5/16 1/4 #7 #6 #5 #4 #3 #8 1/2 4 1/2 9/16 #8 FROM BEND STOP WELD (2) BAR DIA'S D (E) (E) NOTES: 1. ALL WELDED REBAR SHALL BE A706 REPLACE ALL HAS W/ #6 (A706) © 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 11:49:23 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-330 TYP STEEL TO CONCRETE CONNS 3/4" = 1'-0" 3 TYPICAL GRAVITY COLUMN BASE PLATE 1 1/2" = 1'-0" 4 BEAM EMBED NEAR TOP OF WALL SINGLE SIDED 1 1/2" = 1'-0" 5 BEAM EMBED NEAR EDGE OF WALL NO SCALE 12 TYPICAL BEAM EMBED PL CONNECTION & SCHEDULE - LRFD NO SCALE 7 TYPICAL REBAR WELD SCHEDULE NO SCALE 8 BEAM EMBED BACK TO BACK NO. ISSUE DATE 7/21/2017 10/04/17