051200-16-0 bldg 2 joist and deck plan

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  • 7/28/2019 051200-16-0 Bldg 2 Joist and Deck Plan

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    TRANSMITTAL

    We transmit:

    Attached Under separate cover

    VIA:

    Overnight delivery Mail E-mail

    Courier Fax Other

    For:

    Approval/ Action Information Use as requested

    Comment Distribution Other:

    The following:

    Drawings Specifications Digital FilesSubmittals Material Samples Other:

    QTY. DATE FORMAT DESCRIPTION

    Remarks:

    By:

    ARCHITECTS PROJECT NO:

    PROJECT:

    ADDRESS:CITY, STATE, ZIP:

    TO:

    FROM ARCHITECT: Hufft Projects:

    321 W. 40th

    Street

    Kansas City, MO 64111

    125

    Farmer Park

    2144 E. Republic Road

    Springfield, MO 65804

    Craig Ericson, Killian Const. Co.

    Jeffrey Kloch

    1 11/26/12 pdf 05 12 00-16-0 - Bldg 2 Joist & Deck Plan

    See comments by Meridian and Hufft.

    Jeffrey Kloch AIA

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    Kil l ian Construct ion, Co.

    Project: Farmers Park, S. Nature Center Way

    Specification Section:

    Subcontractor:

    Killian Construction Co.Submittal No.: Date:Spec. Sect. ______Project No.:12-340 ___Project Name: Farmers Park

    No Exceptions Noted

    Exceptions Noted

    Resubmit Required

    Rejected

    By: Craig Ericson ___________________________NOTE: This review does not relieve the subcontractoror supplier for the responsibility to comply with theplans and specifications, and to verify accuracy ofdetails, quantities, and dimensions.

    All Steel Fabricators

    051200 Bldg. 2 Joist and Deck PLan

    051200-16-0 11/5/12

    051200

    X

    x

    KAR11/21/12

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    OK

    Use L6x4x5/16 (LLV)

    See 13/S2400 forconnection to joists

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    OK

    OK

    L4x4x1/4xCONT

    L4x4x1/4xCONT

    OK

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    2'-0"

    20'-2"

    7'-0" 9'-6" Joists are to be leftunprimed and unpainted.

    11'-0"

    17'-9"9'-10"

    12'-1"

    8'-11 1/2"

    9'-8 1/2"

    12'-1"

    3'-11"

    12'-1"

    9'-8 1/2"

    8'-11 1/2"

    4'-11"

    Elevator rail supports (all floors):

    Use HSS3x3x5/16 for rail support

    verticals. See elevator mfr's drawings

    for placement & location of horizontal

    rail supports (HSS4x2x3/16)

    Canopy

    Drawings to follow

    OK

    K

    OK

    OK UNO

    5'-4 1/2"

    4'-10"

    16'-4 1/2"

    9'-6 1/2"

    3'-10 1/4"

    See TypicalElevator shaftopening J3.3

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    20'-2"

    12'-1"

    7'-0" 9'-6"

    Joists are to be left

    unprimed and unpainted.

    11'-0"

    19'-9"9'-10"

    12'-1"

    9'-8 1/2"

    8'-11 1/2"

    9'-8 1/2"

    8'-11 1/2"

    3'-11"

    12'-1"

    4'-11"

    OK

    OK

    OK

    OK UNO

    5'-4 1/2"

    4'-10"

    16'-4 1/2"

    9'-6 1/2"

    3'-10 1/4"

    See TypicalElevator shaftopening J3.3

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    9'-10"

    20'-2"

    2'-6"

    10'-8"

    5'-10"

    10'-1"

    5'-5"6'-11"

    2'-4"6"

    Clear openings,coord. joistaccordingly.

    2'-2 1/2"

    3'-4"

    6'-9 3/4"2'-2"

    11'-0"

    19'-9"

    12'-1"

    17'-3 1/2"

    13'-5 1/2"

    Joists are to be leftunprimed and unpainted.

    3'-11"

    12'-1"

    9'-8 1/2"

    8'-11 1/2"

    4'-11"

    OK

    OK

    OK

    OK

    OK

    See upliftdiagram

    (attached)

    See TypicalElevator shaftopening J3.3

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    Hoist way beamB.O. 1306'- 6 1/2"

    17'-3 1/2"

    13'-5 1/2"

    13'-5 1/2"

    18'-8"3'-11"

    Joists are to be leftunprimed and unpainted.

    12'-1"

    9'-8 1/2"

    8'-11 1/2"

    OK

    OK

    OK

    See upliftdiagram

    (attached)

    9' - 1/4"

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    1'-5 1/2"

    1'-5 1/2"

    1'-5 1/2"

    1'-5 1/2"

    1'-5 1/2"

    1'-5 1/2"

    1'-5 1/2"

    1'-5 1/2"

    2'-9 1/2" D.E.

    19'-9" 9 1/2" D.E.

    11'-0"

    9 1/2" D.E.

    7 1/2"D.E.

    10 1/2"D.E.

    7'-0" 9'-6"

    8 1/2"D.E.

    10 1/2" D.E.

    10 1/2" D.E.

    8 1/2"D.E.

    4"D.E.

    4"D.E.

    4"D.E.

    9 1/2"D.E.

    20' 2"

    9 1/2" D.E.

    9'-10"

    6 1/2"D.E.

    9'-8 1/2"

    8'-11 1/2"

    12'-1"

    9'-8 1/2"

    8'-11 1/2"

    12'-1"

    12'-1"

    OK

    OK

    OK

    See Sketchup modelsent to Jeremy

    Lashlee 11/21/12

    4'-10"

    5'-4 1/2"

    9'-6 1/2"

    16'-4 1/2"

    See TypicalElevator shaftopening J3.3

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    1'-5 1/2"

    1'-5 1/2"

    1'-5 1/2"

    1'-5 1/2"

    1'-5 1/2"

    1'-5 1/2"

    1'-5 1/2"

    1'-5 1/2"

    19'-9"

    9 1/2"D.E.

    9 1/2" D.E.

    9 1/2" D.E.

    8 1/2"D.E.

    7 1/2"D.E.

    7'-0" 9'-6"

    8 1/2"D.E.

    10 1/2" D.E.

    10 1/2" D.E.

    10 1/2"D.E.

    20' 2"

    9 1/2" D.E.

    11'-0"

    9'-10"

    4"D.E.

    4"D.E.

    4"D.E.

    6 1/2"D.E.

    9 1/2"D.E.

    9'-8 1/2"

    8'-11 1/2"

    12'-1"

    OK

    OK

    See Sketchup modelsent to Jeremy

    Lashlee 11/21/12

    5'-4 1/2"

    4'-10"

    16'-4 1/2"

    9'-6 1/2"

    6

    B.1 8"

    8'-4" CLR

    12"

    7'-5 1/4"CLR

    TYPICAL ELEVATOR SHAFTOPENING

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    1'-5 1/2"

    1'-5 1/2"

    1'-5 1/2"

    1'-5 1/2"

    1'-5 1/2"

    1'-5 1/2"

    1'-5 1/2"

    1'-5 1/2"

    1'-5 1/2"

    19'-9"

    9 1/2"D.E.

    9 1/2" D.E.

    9 1/2"D.E.

    5'-5"6'-11"6" 2'-4" Clear openings,

    coord. joistaccordingly.

    5'-10"2'-6"

    10'-1" 10'-8"

    2'-2 1/2"

    3'-4"

    6'-9 3/4"2'-2"

    Same as comments onpage J3.3

    17'-3 1/2"

    13'-5 1/2"

    12'-1"

    3'-11"

    9 1/2" D.E.

    11'-0"

    9'-10"

    OK

    OK

    Refer to RFI 24

    OK

    See Sketchup model

    sent to Jeremy

    Lashlee 11/21/12

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    9'-0"6"

    6"

    18'-9 1/2"

    9'-8 1/2"

    10'-0"

    1'-5 1/2"

    1'-2 1/2" 1'-5 1/2"

    1'-5 1/2"

    1'-5 1/2"

    3 1/2"

    1'-5 1/2"

    1'-5 1/2"

    17'-3 1/2"

    13'-5 1/2"

    1'-5 1/2"

    3'-11"

    12'-1"

    OK

    OK

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