SECOND FLOOR FRAMING PLAN S3.0 SCALE: 1/8" = 1'-0" PROJECT NO. CHECKED BY: DRAWN BY: W. Mark Watson PE, LLC C 2017 Copyright MARK DATE DESCRIPTION 2016-330 JDS JDS PryorMorrow Demonstration School Renovation Columbus, Mississippi G.S.#104-187 Bureau of Building, Grounds and Real Property Management SD June 17, 2016 SCHEMATIC DESIGN DD November 18, 2016 DESIGN DEVELOPMENT W. MARK WATSON, PE, LLC CD July 14, 2017 CONSTRUCTION DOCUMENTS CD September 5, 2017 OFFICIAL BID DOCUMENTS 2017
T/STEEL ELEVATION FOR ALL BEAMS SHOWN THIS PLAN IS +112'-6 1/2" UNLESS NOTED OTHERWISE
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A
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S5.0
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B
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S5.0
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B
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S5.0
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C
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S5.0
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D
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S5.0
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15'-5"
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E
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S5.0
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F
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S5.0
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22'-7 1/2"
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16'-6 1/2"
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16'-5 1/2"
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79'-5"
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8'-0"
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8'-0"
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22'-7 1/2"
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16'-6 1/2"
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16'-5 1/2"
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16'-3 1/2"
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16'-5 1/2"
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17'-9 1/2"
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11'-2 1/2"
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9'-0 1/2"
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9'-7"
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8'-10 1/2"
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15'-7"
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22'-9"
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29'-0"
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6'-3"
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4'-3"
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7" MIN
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6'-7"
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0'-11"±
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1'-4"±
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0'-11"±
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DESIGN LL=100 PSF (LOBBY)
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A
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S5.1
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7'-6"
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W10x22
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FLOOR JOIST SCHEDULE
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1.) ALL JOIST BRIDGING TO BE L1~4 x 1~4 x 7/64 CONT T & B UNLESS NOTED
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OTHERWISE. SEE SHEET S1.1 FOR STANDARD BRIDGING DETAILS.
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ROWS OF
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BRIDGING
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2.) ALL FLOOR JOIST ARE 24"OC CENTERED IN EACH BAY.
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MARK
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DESIGNATION
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NET
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NOTES:
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J2
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J1
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2.5K1
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18K4
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UPLIFT
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REMARKS
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NOTE 2
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NOTE 1 AND 2
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2
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2'-10 1/2"
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C1
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C
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S5.0
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SIM
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JOIST J2 AT 24"OC
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EXISTING BUILDING (SECOND FLOOR)
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LINTEL PLATES AND WEB STIFFENERS NOT REQUIRED ALONG FULL BEAM SPAN. COORDINATE LINTEL LOCATION w/ WINDOW LAYOUT BELOW.
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LINTEL PLATES AND WEB STIFFENERS NOT REQUIRED ALONG FULL BEAM SPAN. COORDINATE LINTEL LOCATION w/ WINDOW LAYOUT BELOW.
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APPROXIMATE LOCATION OF JOIST BRIDGING. SEE JOIST SCHEDULE FOR NUMBER OF ROWS.
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1'-10"
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7'-11"
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SYMBOL DENOTES MOMENT CONNECTION. SEE DETAIL ON SHEET S1.1 FOR INFORMATION.
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SEE BEAM BEARING DETAILS ON SHEET S5.1 FOR BEAM TO CMU CONNECTION. PROVIDE 16" DEEP CMU LINTEL ABOVE ELEVATOR DOOR OPENING. SEE LINTEL DETAIL ON SHEET S5.0 FOR REINFORCING. SEE LINTEL DETAIL ON SHEET S5.1 FOR NEW STRUCTURAL LINTEL AND TEMPORARY WALL SHORING AT EXISTING EXTERIOR BRICK WALL. BRICK SUPPORT LINTEL DIRECTLY ABOVE LOW ROOF NOT SHOWN THIS SHEET. SEE SECTIONS E/S5.0 AND F/S5.0 FOR HSS BEAM SIZE AND PLATE DIMENSIONS.
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1
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FRAMING KEY NOTES
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2
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3
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4
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4
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4
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SEE ELEVATOR SHAFT REINFORCING PLAN ON SHEET S4.1 FOR ADDITIONAL REINFORCING AT CORNERS, UNDER STEEL BEAMS, AND AROUND DOOR JAMBS.