Addendum Summary - Red Oak Independent School District CMU COL COMP CONC CONN CONSTR CONT COORD CTR

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  • Page 1 of 3 Corgan Internal File Location: G:\PROJECTS\19340\0000\D-Contract Admin\01-Bidding\Bid Addenda\Addendum 1\ROISD Ag Science Project Center - Addendum #01.docx

    Addendum Summary 19340.0000, AG SCIENCE PROJECT CENTER

    Date: 12/9/2019 12:00 PM

    To: Kevin Freels

    Assistant Superintendent for District Operations Red Oak ISD

    109 W. RED OAK RD.

    RED OAK, TX 75154

    Addendum: 001 Prepared

    By:

    Rebekah Gallagher

    This addendum contains changes to the requirements of the contract drawings and/or project manual.

    Such changes shall be incorporated into the contract documents and shall apply to the work with the

    same meaning and force as if they had been included in the original documents. Wherever this

    addendum modifies a portion of the paragraph of project manual or any portion of the drawing, the

    remainder of the paragraph of drawing affected shall remain in force.

    The conditions of the basic project manual shall govern all work described in this addendum.

    Wherever the conditions of work and the quality of quantity of materials or workmanship are not fully

    described in this Addendum, the conditions of work, etc. included in the basic project manual for

    similar items of work shall apply to the work described in this addendum.

    The “Conditions of the Contract” apply to all work described in this Addendum. The following changes

    shall be and are hereby made:

    Summary of Revisions

    SPECIFICATON REVISIONS:

    ITEM 1.001. Section 08 71 00 Door Hardware

    1. Revise Part 2.6 Keying

    Factory construction master keyed locksets.

    A. Owner will establish keying based on GMK system. Provide following

    number of keys:

    1. GMK: Six each.

    2. MK: Six each.

    3. Change Keys: Three for each lock

    12/9/2019

  • Page 2 of 3 Corgan Internal File Location: G:\PROJECTS\19340\0000\D-Contract Admin\01-Bidding\Bid Addenda\Addendum 1\ROISD Ag Science Project Center - Addendum #01.docx

    4. Construction keys: 12 master keys.

    B. Construction Keying: Provide keyed construction cores for locks during

    construction.

    C. Index, tag and deliver permanent keys in sealed container to Owner.

    D. Contractor to provide keyed permanent cores for installation by Owner.

    Owner to provide permanent cores and keys (Everest Primus and Everest

    as Required.)

    2. Remove Hardware Group No. 001.

    3. Remove Hardware Group No. G004.

    ITEM 1.002. Section 08 33 23 Overhead Coiling Doors

    1. Revise Part 2.2 Door Assembly

    I Manual Door Operator

    1. 8’ x 8’ Doors: Chain Hoist Operation

    2. 12’ x 10’ Doors: Chain Hoist Operation

    3. Revise Part 2.8 Manual Door Operators

    B. Omit Reference to Push-Up Door Operation.

    C. Omit reference to Crank Operator. Provide Manual Chain Hoist

    Operation equal to ControlGard Model CG by Cornell Iron Works, Inc.

    Provide chain keeper locks for chain hoist operation.

    DRAWING REVISIONS:

    ITEM 1.003. The following STUCTURAL SHEETS, Issued in their entirety:

    Sheet Number Sheet Name

    1. S01-01 General Notes

    2. S01-02 Statement of special Inspections

    3. S02-01 Foundation Plan

    4. S03-01 Typical Concrete Details

    5. S03-02 Concrete Details

    6. S04-01 Typical Masonry Details

    7. S05-01 Typical Steel Details

    ITEM 1.004. Sheet A08-01 WINDOW, DOOR & FRAME DETAILS & DOOR SCHEDULE

    1. Revise Door Schedule to Delete all hardware Group No 001. District to provide

    locking hardware.

    ITEM 1.005. Sheet EP02-01 – ELECTRICAL FLOOR PLAN, Reissued in its entirety

    1. See attached revised sheet EP02-01 for added panel “AL3”

    2. See revised Wash rack area to include added circuits.

    3. See revised Office 06 for added power to IT Rack, refer to plan note 12.

  • Page 3 of 3 Corgan Internal File Location: G:\PROJECTS\19340\0000\D-Contract Admin\01-Bidding\Bid Addenda\Addendum 1\ROISD Ag Science Project Center - Addendum #01.docx

    ITEM 1.006. Sheet EP08-01 – ELECTRICAL PANELBOARD SCHEDULE & RISER DIAGRAM

    Reissued in its entirety

    1. See attached sheet EP08-01 for changes to panelboard schedule and riser diagram.

    ITEM 1.007. Sheet EL02-01 – LIGHTING FLOOR PLAN, Reissued in its entirety

    1. See attached revised sheet EL02-01 for changes to switching layouts.

    ITEM 1.008. Sheet MH02-01 – MECHANICAL FLOOR PLAN, Reissued in its entirety

    1. See attached revised sheet MH02-01 for duct changes.

    ITEM 1.009. Sheet MH08-01 – MECHANICAL SCHEDULE, Reissued in its entirety

    1. See attached revised sheet MH08-01 for changes to the grille schedule.

    End of Addendum Summary

    CC: David Safir

    Attachments: S01-01, S01-02, S02-01, S03-01, S03-02, S04-01, S05-01, EP02-01, EP08-01, EL02-

    01, MH02-01, MH08-01

    Please review this information and advise writer of any corrections, misunderstandings, or additions within 3 business days.

  • STANDARD ABBREVIATIONS

    AB ADDL

    ADJ AESS

    AFF

    AGGR ALT

    ARCH BL BL

    BLDG BLK

    BM BOT, B

    BRG BTWN

    C CFMF CGS

    CIP CJ

    CL CMU

    COL COMP CONC

    CONN CONSTR

    CONT COORD

    CTR CW

    db DBA DEG

    DET DIA or Ø

    DIM DWG

    DWL EA

    EF EJ EL

    ELEV ENGR

    EQ EW

    EXP BT EXST EXT

    F FABR

    FDTN FIN

    FIN FLR, FF FLR

    FS FV GC

    GN GR

    GR BM HORIZ, H

    HSA HSS

    HT IF INFO

    INT INTERM

    JST JT

    K

    Anchor Bolt Additional

    Adjacent Architectural Exposed

    Structural Steel Above Finished Floor

    Aggregate Alternate

    Architect(ural) Building Line Brick Ledge

    Building Block

    Beam Bottom

    Bearing Between

    Channel Cold-Formed Metal Framing Center of Gravity of Steel

    Cast-in-Place Construction Joint

    Center Line Concrete Masonry

    Column Compression Concrete

    Connect(ion) Construction

    Continuous Coordinate

    Center Curtain Wall

    Bar Diameter(s) Deformed Bar Anchor Degree(s)

    Detail Diameter

    Dimension Drawing

    Dowel Each

    Each Face Expansion Joint Elevation

    Elevator Engineer

    Equal Each Way

    Expansion Bolt Existing Exterior

    Force (Axial) Fabricator

    Foundation Finish

    Finish Floor Floor

    Far Side Field Verify General Contractor

    General Notes Grade

    Grade Beam Horizontal

    Headed Stud Anchor Hollow Structural Section

    Height Inside Face Information

    Interior Intermediate

    Joist Joint

    Kip (1,000 pounds)

    K-FT LBF

    LLBB LLH

    LLV LSH

    LSV LT

    M MATL MAX

    MECH MEP

    MFR MIN

    MK MTL

    NIC NO NS

    NSG NTS

    OC OF

    OP HD OPNG P

    P-T PCC

    PEN PI

    PIL PL

    PNL PSF PSI

    PT R

    RECT REF

    REINF REQD

    RT SC SCHED

    SECT SHT

    SIM SOG

    SPA SPEC SQ

    ST STD

    STIF STL

    STRUCT SUPPT

    SYMM T T&B

    TEMP TOC

    TOF TOJ

    TOP TOS

    TOW TYP ULT

    UNO V

    VERT, V WD

    WP

    Kip-Feet (Moment) Pound-Force

    Long Leg Back-to-Back Long Leg Horizontal

    Long Leg Vertical Long Side Horizontal

    Long Side Vertical Left

    Moment Material Maximum

    Mechanical Mech/Elec/Plumbing

    Manufacturer Minimum

    Mark Metal

    Not in Contract Number Near Side

    Non-Shrink Grout Not to Scale

    On Center Outside Face

    Opposite Hand Opening Pan (form)

    Post-Tensioning Precast Concrete

    Penetration Plasticity Index

    Pilaster Plate

    Panel Pounds Per Square Foot Pounds Per Square Inch

    Point Radius

    Rectangle(ular) Refer (to)

    Reinforcing Required

    Right Slip-Critical Schedule

    Section Sheet

    Similar Slab-on-Grade

    Space(ing) Specifications Square

    Stirrup(s) Standard

    Stiffener Steel

    Structure(al) Support

    Symmetrical Tension Top and Bottom

    Temperature Top of Concrete

    Top of Footing Top of Joist

    Top of Pier Top of Steel

    Top of Wall Typical Ultimate (force)

    Unless Noted Otherwise Shear

    Vertical Wood

    Working or Work Point

    21 17 13 9 5 1

    22 18 14 10 6 2

    23 19 15 11 7 3

    24 20 16 12 8 4

    DETAIL REFERENCE NUMBER

    DETAIL SHEET LAYOUT

    L.A. FUESS PARTNERS, INC. Structural Engineers 3333 Lee Parkway, Suite 300 • Dallas, TX 75219 214.871.7010 • www.lafp.com

    DATE

    JOB

    SHEET

    ISSUES

    Date of issue:

    REVISIONS

    LAFP PROJ. NO. 19273 FIRM REG. NO. F-537

    CORGAN

    401 N. Houston St

    Dallas, TX 75202

    T: 214-748-2000

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    S01-01

    GENERAL NOTES

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