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HomeMy WebLinkAboutB15-0026_S-500_1438367880.pdf3/4"Ø A325 SINGLE PLATE CONNECTION SCHEDULE - MAX REACTION (KIPS) - SERVICE LEVEL BEAM SIZES COPE CONDITION # OF BOLTS 4 3 2 657892 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 W21 W24 W27 - W44 22-26 30-38 43 & UP 26-31 36-57 67 & UP 35-46 50-71 76 & UP 44-57 62-93 101 & UP 55-62 NOTES: 1. # INDICATES WEB REINFORCEMENT REQD TO ACHIEVE NOTED CAPACITY. SEE 2. FOR SKEWED BEAM CONNECTIONS SEE 3. PROVIDE MAXIMUM BOLTS THAT FIT IN BEAM WEB. 68 & UP 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 TTB T TB TB T TB TB T TB T TTB T TTB T TB T TB TB TB T TB T T TB T TB TB T TTB T TTB T TB T TB TB TB T TB T TB T TTB T TTB T TB T TB TB T TB T TB 12 6 16 16 9 16 16 11 16 14 7 16 9 16 16 11 16 16 13 16 15 7 26 17 16 9 28 28 20 16 11 28 28 16 26 28 28 20 28 24 28 27 41 28 22 39 26 41 28 41 54 41 28 26 41 54 54 54 54 54 54 66 54 41 66 54 66 78 78 103 10 6# 14 7 16 8 11 6# 16 7 16 9 16 10 11 6 23 12 16 7 28 15 16 9 28 20 28 15 28 18 21 17 30 20 36 27 41 21 37 54 54 24 41 54 54 28 41 54 54 66 66 78 86# 12 6 16 7 96# 13 6 16 7 16 9 10 6# 20 10 14 6 28 13 16 7 28 17 26 13 28 16 28 18 28 14 41 24 28 17 41 28 41 18 54 21 54 54 66 66 66 78 54 66 54 41 78 66 54 28 41 28 41 28 41 28 41 54 41 54 54 41 66 54 41 78 66 54 90 54 54 41 54 54 41 54 66 66 78 66 54 41 78 66 54 90 103 28 28 41 28 41 28 41 28 41 28 41 28 41 54 41 54 41 66 54 41 78 66 54 66 66 54 41 54 41 78 66 54 41 78 66 54 28 41 28 41 28 41 54 41 54 41 54 41 66 54 41 31 24 41 25 41 38 32 50 54 54 66 66 66 54 37 54 41 54 41 78 66 54 41 66# 96# 14 6 76# 10 6# 14 6 16 7 86#147 11 6# 21 9 15 6 28 13 20 9 25 12 28 14 22 10 35 17 28 13 41 28 41 14 54 16 54 54 66 66 66 78 27 41 28 41 28 41 54 41 54 41 54 41 66 54 41 22 18 33 20 35 29 23 39 46 54 66 66 66 44 29 52 33 54 41 78 66 52 33 16 16 16 28 78 66 54 41 78 66 54 35 103 90 103 90 103 90 28 24 17 22 13 19 11 14 9 28 28 21 28 16 27 14 21 11 28 28 41 28 41 28 41 28 41 28 28 41 28 41 28 41 28 41 66 41 66 41 66 54 41 41 54 66 66 54 41 66 54 41 78 66 54 41 78 66 54 41 78 66 54 41 78 66 54 41 78 66 54 41 78 66 54 41 78 66 54 41 78 66 54 78 66 54 103 90 103 90 78 66 54 78 66 54 103 90 103 90 NOTES: 1. SEE SPECIFICATIONS FOR FLOOR FINISH & FLATNESS REQUIREMENTS 2. INSTALL DECK OVER 4 SUPPORTS (3 SPAN CONTINUOUS) WHERE POSSIBLE 3. COMPOSITE DECK DESIGN IS SIZED BASED UPON THE FOLLOWING MAXIMUM CONDITIONS: a. WET WEIGHT OF CONC = 120 PSF LIGHT WEIGHT, 145 PSF NORMAL WEIGHT b. DRY WEIGHT OF CONC = 115 PSF LIGHT WEIGHT c. DECK DEFLECTION = 3/4" d. AVERAGE SLAB THICKNESS INCREASED BY 1/2" FOR LEVELING e. CONST LIVE LOAD = 20 PSF. IF CONST LIVE LOAD WILL EXCEED 20 PSF, THEN CONTR SHALL DESIGN DECK FOR INCREASED LOADING 4. DECK TYPE 'VLJ' MAY BE SUBSTITUTED FOR DECK TYPE 'VLI' 5. SCHEDULED STUD LENGTH IS NET-IN-PLACE LENGTH OF HDAS 6. SUBMIT SHOP DRAWINGS INDICATING STUD LAYOUT (NO. OF STUDS/RIB) AND PLACEMENT ALONG BEAM 7. NO TEMPORARY SHORING OF STEEL DECK PERMITTED WITHOUT PRIOR ACCEPTANCE OF THE ENGINEER 8. HANGERS WITH A 50 POUND MAXIMUM LOAD MAY BE PLACED AT 4'-0" MINIMUM SPACING EACH WAY. DECK CONNECTION SCHEDULE PERP SUPPORT MEMBERS PARALLEL SUPPORT MEMBERS SIDELAPS TYPE A CONNECTION PATTERN 3/4"Ø PUDDLE WELDS 36/4 CONNECTION PATTERN 3/4"Ø PUDDLE WELDS 12" OC CONNECTION PATTERN #10 SCREW 2'-0" OC B 5/8"Ø PUDDLE WELDS 36/7 5/8"Ø PUDDLE WELDS 12" OC #10 SCREW 5 / SPAN C 5/8"Ø PUDDLE WELDS 24/4 5/8"Ø PUDDLE WELDS 12" OC #10 SCREW 5 / SPAN D ------------ NOTES: 1. COMPOSITE METAL DECK SPECIFIED IS MANUFACTURED BY VULCRAFT. ALTERNATE COMPOSITE METAL DECK MAY BE SUPPLIED PROVIDED MINIMUM DECK PROPERTIES ARE SATISFIED AND THE RATIO OF THE RIB WIDTH MEASURED AT MID HEIGHT OF DECK TO RIB HEIGHT IS NO LESS THAN 1.5. 1.5 (B, F, A, VL) DECK 36/7 PATTERN: 36/4 PATTERN: 3N DECK 24/4 PATTERN: 2VLI AND 3VLI DECK 36/4 PATTERN: 0.6C DECK 30/4 PATTERN: 1.0C DECK XX/4 PATTERN: 1.3C DECK 32/4 PATTERN: INDICATES CONNECTION LOCATION, TYP 36" COVERAGE 24" COVERAGE 36" COVERAGE 30" COVERAGE 32"/33"/36" COVERAGE 32" COVERAGE TYP FASTENER LAYOUT AT PERP SUPPORT PARALLEL SUPPORT CONN PARALLEL SUPPORT BELOW PERP SUPPORT BELOW DECK SPAN EDGE OF MTL DECK SHEET, TYP SIDELAP CONNS PERP SUPPORT CONN, EACH SHEET AT COMPOSITE LAP ENDS OF ROOF AND FORM DECK SHEETS 2" UNO, BUTT ENDS OF COMPOSITE DECK SHEETS DECK CLOSURES AS REQUIRED TYP DECK CONNECTIONS d TOP & BOTTOM COPE TYP 3" 1 1/2" d/2 MIN COPE LENGTH, SEE SCHED 1 1/2" 1/2" RADIUS TYP COPE . ALL HOLES IN BEAMS ARE STANDARD HOLES 1 1/2" LOOSE LINTEL SCHEDULE: 6" STONE REMARKS LINTEL SIZE OPENING LENGTH, L 6" 6" 6" 4" BEARING EE L ≤ 4'-0" L5x5x5/16 10'-0" < L ≤ 12'-0" 6'-0" < L ≤ 8'-0" 8'-0" < L ≤ 10'-0" - 4" 4'-0" < L ≤ 6'-0" - - - - L5x5x5/16 L5x5x5/16 L6x6x5/16 L6x6x1/2 NOTES: 1. HEIGHT OF STONE SUPPORTED BY LINTEL MUST BE => OPENING LENGTH / 2 (ARCHING). 2. IF OPENING LENGTH EXCEEDS TABULATED VALUES OR HEIGHT OF STONE DOES NOT MEET REQUIREMENTS GIVEN ABOVE, NOTIFY STRUCTURAL ENGINEER. 3. LOOSE LINTELS ARE SIZED TO CARRY VENEER ONLY. 4. DEFLECTION OF LINTEL HAS BEEN LIMITED TO OPENING WIDTH/600. 5. LINTEL DESIGN BASED ON A36 STRUCTURAL STEEL. STONE VENEER ANGLE MAX VENEER HEIGHT STUD SPACING (3) #24x3" SCREWS @ EA STUD 16" 5'-0" 7'-0" 10'-0" INSTALLATION NOTES: 1. PREDRILL HOLES 70% SHANK DIAMETER. 2. FIELD DRILL HOLES IN ANGLE AFTER STUDS ARE LAID OUT.. 3. CENTER SCREWS IN EACH STUD. LINTEL SIZE L5x5x1/2 L5x5x1/2 L5x5x1/2 12" 8" (3) #24x3" (3) #24x3" SCREW LAYOUT 1" 2" 2" 3" BEAM TO COLUMN WEB - OPTION 1 COPED AT TOP FLG ONLY . . COPED T&B S-500 20 T/2 MIN BEAM TO GIRDER T/2 MIN 5/16 5/16 TYP TYP RECT OR ROUND HSS COLUMN OR PIPE 1/2" T/2 MIN 5/16 5/16 BEAM TO HSS COL ~ ~ 3/8" THRU PLATE OPTION SLOT WALL OF HSS COL 5/16 5/16 MIN WALL THK = 0.237" ROUND HSS OR PIPE 3" W RECT HSS 3/16" MIN WALL THK (4"Ø THRU 22"Ø) WHERE WALL THICKNESS < MIN, PROVIDE THRU PLATE AS SHOWN 4" 3/16" 5" 3/16" 6" 3/16" 7" 1/4" 8" 1/4" 9" 5/16" 10" 5/16" 12" 1/2" 14" 3/8" 16" 1/2" S-500 20 A A TYPICAL W 1 1/2" 1/2" MAX 1 1/2" MAX AT SKEWED CONNS 1/2" AT ORTHOGONAL CONNS, BLOCK FLANGES AS REQ'D S-500 13 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 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 10:04:17 PM C:\Proj\12.0362-Fleeger-RS14_seanm.rvt S-500 Fleeger Residence TYPICAL STEEL DETAILS 2950 Booth Creek Drive, Vail, CO SJM SJM PD 12.0362.S.01 12.0362.S.01 09/20/2013 METAL DECK SLAB SCHEDULE SLAB MARK DECK CONCRETE MAX UNSHORED CLEAR SPAN MIN DECK GAGE, 1-SPAN MIN DECK GAGE, 2 SPAN OR MORE MAX DECK CANTILEVER DECK CONN TYPE (SEE SCHED) DECK DIAPHRAGM SHEAR (PLF) REMARKS TYPE DEPTH (IN) CONC ABOVE DECK (IN) TOTAL THK (IN) CONC TYPE (SEE GEN NOTES) SHEAR STUD LENGTH (IN) SLAB REINF 2VLI3 2 VL 2 3 5 TYPE X (NWC) -- 6x6-W2.9xW2.9 WWR 9'-7" 18 18 - A -- -- 3VLI3 3 VL 3 3 6 TYPE X (NWC) -- 6x6-W2.9xW2.9 WWR 11'-10" 18 18 - A -- -- METAL DECK PROPERTIES DECK TYPE DECK DEPTH (IN) DECK GAGE DECK FY (KSI) DECK USAGE I (IN^4/FT) S POS (IN^3/FT) S NEG (IN^3/FT) MINIMUM DECK BEARINGS (IN) EXTERIOR INTERIOR 2VL 2 18 50 FLOOR 0.558 0.495 0.504 2 4 3VL 3 18 50 FLOOR 1.252 0.770 0.797 2 1/2 5 NO SCALE 16 TYP BEAM SINGLE PLATE CONNECTION SCHEDULE NO SCALE 10 METAL DECK SLAB SCHEDULE NO SCALE 13 TYP BEAM COPE GEOMETRY NO SCALE 14 LOOSE LINTEL SCHEDULE (STONE) NO SCALE 19 STONE VENEER ANGLE NO SCALE 20 TYP BEAM SINGLE PLATE 2/3/2015 07/31/15