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HomeMy WebLinkAboutB15-0026_S-501_1438367880.pdfTYP EMBEDDED PL SCHED** BEAM C8, W8 CAPACITY (KIPS)* D (IN) L (IN) TOTAL # HAS 10 12 6 4 C10, W10 10 12 6 4 C12, W12 25 12 8 4 W14 33 14 9 6 W16 39 16 10 6 W18 40 18 12 6 W21 46 21 14 8 W24 46 24 16 10 W27 50 27 18 12 W30 55 30 18 14 W33 55 33 20 14 W36 58 36 20 16 * SERVICE LEVEL (ASD) ** 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 L, STD HOLE IN BM 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" L 1 1/2" T&B 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 2'-0" MIN BEAM ELEVATION EMBED ELEVATION MINIMUM CONCRETE EDGE DISTANCES AT WALLS S-501 3 WHERE LESS AT WALL END OF ANGLE DO NOT WELD ACROSS TOP AT SKEWED CONNS 6" STUDS 8" STUDS 10 10 25 33 39 50 56 64 68 73 74 77 1'-0" MIN S-501 4 WHERE LESS S-501 7 AT TOP CORNER EDGES AT PILASTER S-501 12 5/16 3/4" RETURN TOP, FULL RETURN BOT 5/16 3 SIDES, NOTE 1 A A 1 1/2" 1 1/2" #6 T & B (A706) LTS 4° MAX EDGE OF CONCRETE 8" TO 2'-0" 5" ADDNL #6 FOR W27 & ABOVE 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 REPLACE ALL HAS W/ #6 (A706) SINGLE SIDED BACK-TO-BACK 1'-0" 1'-0" LESSER OF: 1) LDH 2) FAR FACE OF CONC LESS 2" S-501 3 4 S-501 FOR HAS AND HOOKED BARS FOR HORIZ BARS 3/4"Ø ANCHOR RODS, UNO PL WASHER 1/2x2x2 W/ STD HOLE 1 5/16"Ø HOLES 1'-2" 1'-2" 2" TYP HSS OR PIPE COLUMN TYPICAL BASE PLATE CONSTRUCTION 5/16 T 1" NS GROUT DOUBLE NUT OR HEADED ANCHOR ROD OPTIONAL LEVELING NUTS 1'-0" MIN ABOVE NUT 2" MIN PROJECTION BASE PLATE GEOMETRY 1'-2" 1'-2" 2" TYP 5/16 INTERIOR 5 1/2" 1'-4" 2" TYP 5/16 EDGE / WALL 5 1/2" 11" 2" TYP 5/16 CORNER 5 1/2" 5 1/2" 5 1/2" 5 1/2" FITTED STIFFENER PL EA SIDE OF COLUMN TYPICAL HSS COLUMN W/ CAP PL 3/4" & (4) 3/4"Ø BOLTS CAP PL 1/2" W/ (2) 3/4"Ø BOLTS @ BEAM GAGE 5" AT BEAM END 3/16 1" 3/16 3/16 1 1/2"1 1/2" HSS POST ~ RE: PLAN. (2) 3/8" STIFFENER STEEL BEAM. RE: PLAN BOLTS + 1-1/2" EDGE FLANGE EXTENSION AS REQ'D FOR T.O.S. HSS COLUMN W/ CAP PL 3/4" & (4) 3/4"Ø BOLTS 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) L (E) L NOTES: 1. ALL WELDED REBAR SHALL BE A706 EDGE OF SLAB (2) #4 TYP NOTES: 1. DECK OPNGS REQUIRE STIFFENERS OR FRAMING. SEE DECK OPNG DETAILS 2. CENTER BARS IN SLAB ABOVE METAL DECK HOOK BARS IF NOT POSSIBLE TO ACHIEVE 2'-0" EXTENSION BEYOND EDGE OF OPNG 2" CLR, TYP' 2'-0" TYP TRIM REINFORCING PLAN VIEW GIRDER C8x11.5 TYP OFFSET HDAS ON FLG IF REQD 1 1/2" TYP ~ 10'-0" MAX 6'-0" MAX L8x4x3/4x8 LLV, CNTR CHANNEL WEB ON ANGLE CONN OPTIONS TO STEEL ~ ~ MTL POUR STOP BY DECK MNFR 3/16 3/16 TYP 1/4 3/16 3/16 TO CONCRETE L3x3x1/4x9 W/ (2) 3/4"Øx6 1/2" EMBED EXP ANCHORS 6" 3/16 3 SIDES STEEL BEAM OR CONC WALL PL 3/8 AT OPENINGS LARGER THAN 10" ~ B 10" Ø OR 10" SQ MAX #5 T&B ES (2) #5@3" CTR ES NOTES: 1. PLACE SLEEVE ON DECK PRIOR TO CONCRETE PLACEMENT 2. DO NOT CUT METAL DECK UNTIL CONC HAS REACHED DESIGN STRENGTH 3. 2"Ø SLEEVES DO NOT REQUIRE TRIM STEEL (6" MIN SPACING) 4. MULTIPLE OPENINGS PERP TO DECK SPAN CLOSER THAN MIN SPACING SHALL BE CONSIDERED A SINGLE OPENING AND REINFORCED PER 'TYPICAL OPENING' DETAIL. 5. PROVIDE REINFORCING BETWEEN MULTIPLE OPENINGS PARALLEL TO DECK SPAN SLEEVE, TYP 3x DIA OF LARGER 2'-0" TYPEXTEND BARS 2" TYP 2" TYP DECK SPAN MAX 10" NOTE 4 NOTE 5 AT OPENINGS 10" OR LESS CUT 2 VERT RIBS MAX DRAIN BODY OR DECK CLOSURE DRAIN FLASHING (IF REQD) C4x5.4x4'-0 ES OF OPNG (IF REQD) 1' MAX TO EDGE OF FLASHING NOTES: 1. DECK MAY BE CUT PRIOR TO SLAB POUR 2. IF DRAIN FLASHING EMBED IN SLAB IS REQUIRED, FLASHING SHALL NOT EXTEND OVER THE TOP OF COMPOSITE BEAMS 3. PROVIDE BACK UP BARS IF REQD FOR DECK WELDING MAX OPNG 1'-2"x1'-2" 1" MIN 1 1/2" MIN 1/8 1 1/8 1 ES OF CHANNEL AT EACH HIGH FLUTE AT FLOOR DRAIN A A B A SEE FOR STIFFENER AND BOLT REQT'S / 9 S-501 1/4 1/4 PL1/2x6" TO MATCH FLANGE WIDTH 2xPOST ABOVE, SEE PLAN SIMPSON A35 EACH SIDE OF POST 7 S-621 SHEET TITLE: SHEET NUMBER: © MARTIN/MARTIN 2013 MM JOB #: PRINCIPAL: EOR: PROJECT MANAGER: DESIGNERS: DATE PRINTED: 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 NO. ISSUE DATE PERMIT 6/14/13 PROGRESS SET 10/27/14 PERMIT SET 02/03/15 2/5/2015 10:04:19 PM C:\Proj\12.0362-Fleeger-RS14_seanm.rvt S-501 Fleeger Residence STEEL CONNECTIONS 2950 Booth Creek Drive, Vail, CO SJM SJM PD 12.0362.S.01 12.0362.S.01 09/20/2013 NO SCALE 6 TYP BM EMBED PL CONN & SCHEDULE NO SCALE 3 TYP BM EMBED NEAR EDGE OF WALL NO SCALE 4 TYP BM EMBED NEAR T/WALL NO SCALE 7 TYP BM EMBED NEAR TOP-EDGE OF WALL NO SCALE 11 TYP COL BASE PLATE - GRAVITY NO SCALE 9 STEEL BEAM / POST NO SCALE 12 TYP REBAR WELD SCHEDULE NO SCALE 18 TYP METAL DECK SLAB OPENINGS NO SCALE 8 BEAM COPE AT W10 TRANSFER 2/3/2015 07/31/15