19-1-06 B222 Mounting Pad Drawings for Forging Hammer - VENDOR.pdf

PDF 2 MB Posted May 2, 2022

Attached to: Concrete Mounting Pads
Solicitation number: W9098S22R0010
Issued by: Department of the Army Materiel Command Contracting Command Rock Island Arsenal

About this file

Written by GovTribe AI · Dec 28, 2023

This document contains drawings and specifications for a federal solicitation seeking concrete mounting pads. The Army Contracting Command - Rock Island is soliciting bids through solicitation number W9098S22R0010 for the procurement of two concrete mounting pads in support of operations at the Rock Island Arsenal Joint Manufacturing and Technology Center. Bidders should review the provided drawings and specifications for additional details. The solicitation closing date is May 11, 2022 at 11:00 AM Central Time.

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W9098S22R0010 Amendment 0002 - Concrete Mounting Pad.pdf	PDF	Jun 14, 2022
W9098S22R0010 Amendment 0001 Concrete Mounting Pad.pdf	PDF	Jun 7, 2022
19-1-06 B222 Mounting Pad Drawings for Forging Hammer.pdf	PDF	Apr 29, 2022
19-1-06 Quality Assurance Surveillance Plan.pdf	PDF	Apr 29, 2022
Site Visit Information.pdf	PDF	Apr 29, 2022
W9098S22R0010 Concrete Mounting Pad - Solicitation.pdf	PDF	Apr 29, 2022

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FINISHED LEVEL

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ROUGH CONCRETE

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ELEVATIONS ARE "INCH".

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ALL MEASURES ARE "INCH".

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%%UCONSTRUCTION OF

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LATERAL LAYER

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(TYPICAL)

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FOR DIFFERENT PURPOSES ON SITE

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S-HOOKS

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(GERB)

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ARE TO BE PREPARED ACCORDINGLY.

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AND/OR OUTSIDE AS THE CASE MAY BE. CONSTRUCTION JOINTS

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IN ACCORDANCE WITH THE REGULATIONS OF THE LOCAL

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IS RESPONSIBLE FOR THE EXECUTION OF THE FOUNDATION PIT

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ON-SITE SITUATION.

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WHERE NECESSARY (ACC. TO MACHINE MANUFACTURE).

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NOT SHOWN CONDUITS OR OTHER OPENINGS (E.G. FOR POWER OR OIL

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AGAINST SHIFTING.

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ACCORDING TO THIS DRAWING. THEY SHALL BE SECURED SAFELY

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UNLESS OTHERWISE NOTED. EMBEDMENTS TO BE PLACED AND CHECKED

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EMBEDDED PARTS ARE NOT SUPPLIED BY MACHINE MANUFACTURER

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BOTTOM.

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GRADE 60 (ASTM A 615)

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DETAIL -M-

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STOPPERS BOLTED TO ELEMENT

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SPRING ELEMENTS ARE SHIPPED EX

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WORKS READY FOR INSTALLATION AND

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PREFILLED WITH THE VISCOLIQUID.

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THE SPRING ELEMENTS, GERB SUPPLIES :

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ACCESSORIES FOR MOUNTING AND FIXING

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SELF-ADHESIVE RESILIENT PAD

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(2 PCS./ELEMENT)

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ANCHOR BOLTS M20 (HILTI)

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RUBBER PLATE

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%%UCAUTION

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OR SCALE AND DIRT GET INTO THE VISCODAMPERS.

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%%UTHE CHARACTERISTIC VALUE OF SOIL PRESSURE LOADS

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(ANVIL)

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(PLINTH)

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(ANVIL)

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(PLINTH)

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FLOOR LEVEL

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AutoCAD SHX Text LEAN CONCRETE min. 4"

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ATTENTION !

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DRAWING.

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HEIGHT OF HAMMER FOOT

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BELOW FLOOR LEVEL ACC. TO

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MACHINE MANUFACTURER'S

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TO BE CONFIRMED BY CUSTOMER

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WATERSTOP

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L HAMMER

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WATERSTOP

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L HAMMER

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OPENING ACC.

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TO CUSTOMER REQUIREMENTS

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L HAMMER

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(*) DEFINED TO CUSTOMER

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This drawing is the property of GERB

AutoCAD SHX Text and subject to copyright protection.

AutoCAD SHX Text It must not be used, especially copied

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AutoCAD SHX Text 21-3528-03B-Rev0.dwg

AutoCAD SHX Text %%uLEGEND:

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FINISHED LEVEL

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ROUGH CONCRETE

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ELEVATIONS ARE "INCH".

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ALL MEASURES ARE "INCH".

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%%UCONSTRUCTION OF

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LATERAL LAYER

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(TYPICAL)

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FOR DIFFERENT PURPOSES ON SITE

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S-HOOKS

AutoCAD SHX Text (1 per 2.5 Sq feet)

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S-HOOKS

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SPACER

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%%USPACER, S-HOOKS

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CROSS SECTION

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PLAN

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%%UFIXING MOUNTING BARS

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CROSS SECTION

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TO BE FIXED LOCAL

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MOUNTING BAR

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AutoCAD SHX Text freigegeben

AutoCAD SHX Text Rev.

AutoCAD SHX Text Dwg. No.

AutoCAD SHX Text checked

AutoCAD SHX Text drawn

AutoCAD SHX Text released

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AutoCAD SHX Text Fax

AutoCAD SHX Text E-mail

AutoCAD SHX Text +049-(0)201-26604-20

AutoCAD SHX Text +049-(0)201-26604-50

AutoCAD SHX Text eng@gerb.de

AutoCAD SHX Text Bauteil/Structural Member:

AutoCAD SHX Text Titel/Drwg.Title:

AutoCAD SHX Text Projekt/Project:

AutoCAD SHX Text Kunde/Client:

AutoCAD SHX Text GERB Engineering GmbH

AutoCAD SHX Text Ruhrallee 311 / 45136 Essen (Germany)

AutoCAD SHX Text Bei Unklarheit bitte GERB informieren. / If in doubt please contact GERB.

AutoCAD SHX Text GERB Vibration Control Systems, Inc.

AutoCAD SHX Text

REINFORCEMENT

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RIA, USA

AutoCAD SHX Text Project No. U-3561/21

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VIBRATION ISOLATION OF A HAMMER

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TYPE LASCO HO-U 315

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FOUNDATION PIT

AutoCAD SHX Text 21-3528-03

AutoCAD SHX Text 16.02.2022

AutoCAD SHX Text Schmuck

AutoCAD SHX Text 16.02.2022

AutoCAD SHX Text Rauße

AutoCAD SHX Text 16.02.2022

AutoCAD SHX Text Cotardo

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%%USECTION B-B

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%%USECTION A-A

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AutoCAD SHX Text -73

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(PLINTH)

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(PLINTH)

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%%UPLAN

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TOP:

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, BOTTOM:

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CONCRETE

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CONCRETE

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GEN.

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REINFORCEMENT

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COVER [C]

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LATERAL;

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INSIDE:

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, OUTSIDE:

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STIRRUPS AND TIE HOOKS

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#3 THROUGH #5

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MINIMUN DIAMETERS OF BEND

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BENDING INSTRUCTION ACC. TO ACI 318

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BAR SIZE

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HOOKS

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BAR MARKS FROM

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THIS DRAWING IS

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TO BE READ IN

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CONJUNCTION WITH

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ARRANGEMENT

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DRAWING

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UNLESS OTHERWISE NOTED !

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STEEL

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EXPOSURE CLASS

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STANDARD HOOKS

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BAR SIZE

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HOOKS

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MINIMUN DIAMETERS OF BEND

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#3 THROUGH #8

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#6 THROUGH #8

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FOR REINFORCEMENT DESIGN, THE ACTUAL DIAMETER OF THE BARS

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INCL. RIBS IS CONSIDERED, RATHER THAN THE NOMINAL DIAMETER.

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ALL BENDING DIMENSIONS ARE OUTER DIMENSIONS.

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NOM. MAXIMUM AGGREGATE SIZE

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AutoCAD SHX Text %%uEXPLANATION

AutoCAD SHX Text 16 #3 , L=385

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QUANTITY

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MARK

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QUANTITY

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MARK

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AutoCAD SHX Text -245-

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BAR DIAMETER

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DIAMETER

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DIAMETER

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AutoCAD SHX Text 2-1/4

AutoCAD SHX Text 1-1/8

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(ACC. TO ACI 318)

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BAR SIZE

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GRADE 60 (ASTM A 615)

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GRADE 4000 (ACI 318M-05)

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21-3528-02

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AutoCAD SHX Text 841x1189

AutoCAD SHX Text (A1)

AutoCAD SHX Text 21-3528-02E-Rev0.dwg

AutoCAD SHX Text This drawing is the property of GERB

AutoCAD SHX Text and subject to copyright protection.

AutoCAD SHX Text It must not be used, especially copied

AutoCAD SHX Text or otherwise reproduced, either wholly

AutoCAD SHX Text or partly or to be made available

AutoCAD SHX Text to third parties without permission.

AutoCAD SHX Text Index

AutoCAD SHX Text geprüft

AutoCAD SHX Text gezeichnet

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AutoCAD SHX Text Datum/Date

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AutoCAD SHX Text Datum/Date

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AutoCAD SHX Text freigegeben

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AutoCAD SHX Text Dwg. No.

AutoCAD SHX Text checked

AutoCAD SHX Text drawn

AutoCAD SHX Text released

AutoCAD SHX Text Phone

AutoCAD SHX Text Fax

AutoCAD SHX Text E-mail

AutoCAD SHX Text +049-(0)201-26604-20

AutoCAD SHX Text +049-(0)201-26604-50

AutoCAD SHX Text eng@gerb.de

AutoCAD SHX Text Bauteil/Structural Member:

AutoCAD SHX Text Titel/Drwg.Title:

AutoCAD SHX Text Projekt/Project:

AutoCAD SHX Text Kunde/Client:

AutoCAD SHX Text GERB Engineering GmbH

AutoCAD SHX Text Ruhrallee 311 / 45136 Essen (Germany)

AutoCAD SHX Text Bei Unklarheit bitte GERB informieren. / If in doubt please contact GERB.

AutoCAD SHX Text GERB Vibration Control Systems, Inc.

AutoCAD SHX Text

GEN. ARRANGEMENT

AutoCAD SHX Text

RIA, USA

AutoCAD SHX Text Project No. U-3561/21

AutoCAD SHX Text

VIBRATION ISOLATION OF A HAMMER

AutoCAD SHX Text

TYPE LASCO HO-U 315

AutoCAD SHX Text

FOUNDATION PIT

AutoCAD SHX Text 21-3528-02

AutoCAD SHX Text 16.02.2022

AutoCAD SHX Text Schmuck

AutoCAD SHX Text 16.02.2022

AutoCAD SHX Text Rauße

AutoCAD SHX Text 16.02.2022

AutoCAD SHX Text Cotardo

AutoCAD SHX Text 1:20

AutoCAD SHX Text

(LASCO)

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HO315-23-3510343-A

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MANUFACTURER'S DRAWING

AutoCAD SHX Text %%uREFERENCE DRAWINGS:

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(GERB)

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REINFORCEMENT

AutoCAD SHX Text 21-3528-03

AutoCAD SHX Text %%uN O T E S

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ARE TO BE PREPARED ACCORDINGLY.

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AND/OR OUTSIDE AS THE CASE MAY BE. CONSTRUCTION JOINTS

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A LINER OR PROPER PAINTING MAY BECOME NECESSARY, INSIDE

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ENVIRONMENT AUTHORITY.

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IN ACCORDANCE WITH THE REGULATIONS OF THE LOCAL

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IS RESPONSIBLE FOR THE EXECUTION OF THE FOUNDATION PIT

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REGARDING PROTECTION OF GROUNDWATER THE CUSTOMER

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THE BUILDING AXES BY OTHERS.

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POSITIONING OF FOUNDATION RESP. MACHINE AXES RELATIVE TO

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ON-SITE SITUATION.

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FINAL DRAWING OF THE MACHINE MANUFACTURER AND THE ACTUAL

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ALL DIMENSIONS ARE SUBJECT TO VERIFICATION AGAINST THE

AutoCAD SHX Text %%uLEGEND:

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CONCRETE

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DETAIL -Z-

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LOCATION OF PIT ACCESS AND STEP IRONS BY CUSTOMER.

AutoCAD SHX Text %%P1/16"

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- DEVIATION FROM PLAN ELEVATIONS

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- DEVIATION FROM FLATNESS PER ELEMENT LENGTH

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CONSTRUCTED LEVEL

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CONCRETE SURFACES AT SPRING ELEMENT LOCATIONS TO BE

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CONCRETE TOLERANCES:

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OF THE LOCAL ENVIRONMENTAL OFFICE.

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WHEN PLANING THE PIT, TAKE CARE FOR THE REGULATIONS

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WHERE NECESSARY (ACC. TO MACHINE MANUFACTURE).

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CONCRETE SURFACES TO BE PROTECTED AGAINST DETRIMENTAL OIL

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CONCRETE OF FOUNDATION PIT TO BE PLACED WITHOUT INTERRUPTION.

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ALL CONCRETE EDGES TO BE CHAMFERED.

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IN CASE OF GROUNDWATER MAKE CONCRETE PIT WATERPROOF.

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SUPPLY) WHEN NEEDED TO BE DEFINED BY CUSTOMER.

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NOT SHOWN CONDUITS OR OTHER OPENINGS (E.G. FOR POWER OR OIL

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AGAINST SHIFTING.

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ACCORDING TO THIS DRAWING. THEY SHALL BE SECURED SAFELY

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UNLESS OTHERWISE NOTED. EMBEDMENTS TO BE PLACED AND CHECKED

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EMBEDDED PARTS ARE NOT SUPPLIED BY MACHINE MANUFACTURER

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FINISHED LEVEL

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ROUGH CONCRETE

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BOTTOM.

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SPRING ELEMENTS ARE ATTACHED BY ADHESIVE PADS AT TOP AND

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%%UBUILDING MATERIALS:

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CONCRETE

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REINFORCEMENT

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GRADE 60 (ASTM A 615)

AutoCAD SHX Text fc28 (4000PSI)(ACI 318M-05)

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DETAIL -M-

AutoCAD SHX Text 620-24` 3/8`` (*)

AutoCAD SHX Text 860-33` 7/8`` (*)

AutoCAD SHX Text B

AutoCAD SHX Text C

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VSG-4.4/32 HC9

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%%UTYPE:

AutoCAD SHX Text B)

AutoCAD SHX Text C)

AutoCAD SHX Text A)

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STOPPERS BOLTED TO ELEMENT

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ANVIL/STEELPLATE

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HL=490-19 1/4" (*)

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AutoCAD SHX Text D

AutoCAD SHX Text A

AutoCAD SHX Text D)

AutoCAD SHX Text E)

AutoCAD SHX Text %%uMOUNTING INSTRUCTIONS FOR SPRING ELEMENTS

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SPRING ELEMENTS ARE SHIPPED EX

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WORKS READY FOR INSTALLATION AND

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PREFILLED WITH THE VISCOLIQUID.

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THE SPRING ELEMENTS, GERB SUPPLIES :

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ACCESSORIES FOR MOUNTING AND FIXING

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SELF-ADHESIVE RESILIENT PAD

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(2 PCS./ELEMENT)

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ANCHOR BOLTS M20 (HILTI)

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RUBBER PLATE

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POSTS

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"THIS SIDE UP" AND / OR "DO NOT TILT".

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AND WHEN STORED. TOP SIDES OF THE SPRING ELEMENTS ARE MARKED WITH

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THE SURFACES MUST BE LEVEL, CLEAN (BROOM-SWEPT) AND OIL-FREE.

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AND TIGHTEN TO SNUG TIGHT.

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%%UCAUTION

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THE ELEMENTS MUST STAND UPRIGHT DURING TRANSPORT AND INSTALLATION,

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CHECK THE SURFACE BELOW THE SPRING ELEMENTS.

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MARK THE POSITION OF THE ELEMENTS ACCORDING TO THE SYSTEM DRAWING,

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AND MARK THE HOLES FOR THE ANCHOR BOLTS ACCORDING TO THE HOLE.

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PATTERN IN THE BASE PLATE OF THE SPRING ELEMENTS AND DRILL.

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PLACE THE BOTTOM ADHESIVE PADS BELOW THE ELEMENTS.

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SET THE SPRING ELEMENTS, ON TOP OF THE ADHESIVE PADS. INSERT BOLTS

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PLACE AND SECURE THE ANVIL/STEELPLATE ONTO THE TOP OF RUBBER PLATE

AutoCAD SHX Text %%uINSTRUCTIONS

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%%UMAINTENANCE

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REMOVE TRANSPORTATION BARS, WHICH SECURE THE SPRING ELEMENTS

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INCL. SHIMS

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THE FOUNDATION PIT SHOULD BE CLEANED PERIODICALLY TO ENSURE

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SPRING ELEMENTS ARE NOT BLOCKED BY SCALE OR DIRT.

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GERB SPRING ELEMENTS DO NOT REQUIRE ANY SPECIAL MAINTENANCE. HOWEVER,

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CARE SHOULD BE TAKEN TO PREVENT CORROSION. DAMAGE TO THE PROTECTIVE

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COATING SHOULD BE REPAIRED.

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DO NOT PLACE THE SPRING ELEMENTS IN OR NEAR WATER. ESPECIALLY

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VISCOLIQUID SHOULD NOT COME IN CONTACT WITH WATER OR OTHER LIQUIDS.

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NOT UNDER ANY CIRCUMSTANCES SHOULD WATER, OTHER LIQUIDS

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OR SCALE AND DIRT GET INTO THE VISCODAMPERS.

AutoCAD SHX Text (*): mm-INCH

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DURING TRANSPORT.

AutoCAD SHX Text 880-34` 5/8`` (*)

AutoCAD SHX Text 700-27` 1/2`` (*)

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VSGG-4.4-4020/32 L525

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VSG

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VSGG

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VSG

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VSGG

AutoCAD SHX Text %%uDETAIL -Z-

AutoCAD SHX Text 1"

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AutoCAD SHX Text 2 1/16"

AutoCAD SHX Text 3/8"

AutoCAD SHX Text 3/16"

AutoCAD SHX Text 3/8"

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BEARING ANGLE TO BE

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DEFINED BY CUSTOMER.

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SCALE 1:2.5

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ELEVATIONS ARE "INCH".

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ALL MEASURES ARE "INCH".

AutoCAD SHX Text %%P3/8"

AutoCAD SHX Text B

AutoCAD SHX Text A

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%%UPROPOSAL COVERING

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STEP IRON, W-PROFILES, CHEQUERED PLATE,

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L-PROFILES AND ANCHOR ARE DESIGNED AND SUPPLIED BY CUSTOMER

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OPENING ACC.

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TO CUSTOMER REQUIREMENTS

AutoCAD SHX Text W10x10x89

AutoCAD SHX Text -Z-

AutoCAD SHX Text -13 1/4

AutoCAD SHX Text %%p0"

AutoCAD SHX Text W6x6x25

AutoCAD SHX Text t = 1"(25mm)

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CHEQUERED PLATE

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L HAMMER

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L HAMMER

AutoCAD SHX Text %%p0"

AutoCAD SHX Text MAX. SPAN WIDTH=39" 1/2 (1000mm)

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(*) DEFINED TO CUSTOMER

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%%UDETAIL -M-

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BEARING ANGLE TO BE

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DEFINED BY CUSTOMER.

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SCALE 1:2.5

AutoCAD SHX Text %%P0

AutoCAD SHX Text -13 1/4

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%%USECTION B-B

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THIS VALUE INCLUDES CHARACTERISTIC DYNAMIC LOADS OF:

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%%U(ACC. TO DIN EN 1990) IS:

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%%UTHE CHARACTERISTIC VALUE OF SOIL PRESSURE LOADS

AutoCAD SHX Text (acc. to EC7)

AutoCAD SHX Text E,k

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DEPENDING ON THE GROUND WATER LEVEL, THE FOUNDATION PIT

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IS TO BE SECURED AGAINST UPLIFT.

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A CORRESPONDING LOAD BEARING CAPACITY OF THE GROUND, UNDER

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CONSIDERATION OF TOLERABLE SUBSIDENCE, IS TO BE ENSURED.

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THE SUITABILITY OF THE GROUND AS WELL AS POSSIBLE INTERACTIONS

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WITH ADJACENT BUILDINGS AND FOUNDATIONS ARE TO BE EVALUATED BY

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A FOUNDATION GROUND EXPERT. A CORRESPONDING SOIL INVESTIGATION

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FOR FURTHER INFORMATION REFER TO DOC.NO.:

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REPORT IS TO BE PROVIDED:

AutoCAD SHX Text 60 kN/m²

AutoCAD SHX Text 21-3528-01-4

AutoCAD SHX Text (~1250 psf)

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%%USECTION C-C

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%%USECTION A-A

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(PLINTH)

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(ANVIL)

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AutoCAD SHX Text %%P0

AutoCAD SHX Text -73

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AutoCAD SHX Text -56 7/8

AutoCAD SHX Text -13 1/4

AutoCAD SHX Text %%P1/16"

AutoCAD SHX Text 37 5/8

AutoCAD SHX Text LEAN CONCRETE min. 4"

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WATERSTOP

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L HAMMER

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FLOOR LEVEL

AutoCAD SHX Text

STEEL PLATE 1"

AutoCAD SHX Text

EMBEDDED

AutoCAD SHX Text

(PLINTH)

AutoCAD SHX Text

(ANVIL)

AutoCAD SHX Text

AutoCAD SHX Text %%P0

AutoCAD SHX Text -73

AutoCAD SHX Text -93

AutoCAD SHX Text -56 7/8

AutoCAD SHX Text %%P1/16"

AutoCAD SHX Text -13' 1/4

AutoCAD SHX Text -37 5/8

AutoCAD SHX Text (e.g. POLYSTYRENE)

AutoCAD SHX Text

3/4" JOINT, PERIPHERALLY

AutoCAD SHX Text -Z-

AutoCAD SHX Text -M-

AutoCAD SHX Text A

AutoCAD SHX Text

ACC. TO CUSTOMER

AutoCAD SHX Text

%%UWEIGHTS

AutoCAD SHX Text

MACHINE WEIGHT APPROX.

AutoCAD SHX Text kN

AutoCAD SHX Text

AutoCAD SHX Text W6x6x25

AutoCAD SHX Text W10x10x89

AutoCAD SHX Text

GROUTING

AutoCAD SHX Text

%%USECTION C-C

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text

L HAMMER

AutoCAD SHX Text

SLOPE

AutoCAD SHX Text 4x

AutoCAD SHX Text

VSGG-4.4-4020/32 L525

AutoCAD SHX Text

GERB SPRING ELEMENTS

AutoCAD SHX Text

TYPE

AutoCAD SHX Text

SLOPE

AutoCAD SHX Text C

AutoCAD SHX Text

L HAMMER

AutoCAD SHX Text

STEP IRON

AutoCAD SHX Text

SUMP

AutoCAD SHX Text

LOCATION BY CUSTOMER

AutoCAD SHX Text

(PLINTH)

AutoCAD SHX Text

(ANVIL)

AutoCAD SHX Text

(ANVIL)

AutoCAD SHX Text

(PLINTH)

AutoCAD SHX Text

(PLINTH)

AutoCAD SHX Text

(PLINTH)

AutoCAD SHX Text

SLOPE

AutoCAD SHX Text

SLOPE

AutoCAD SHX Text

SUMP

AutoCAD SHX Text 16"x16"x8"

AutoCAD SHX Text -56 7/8

AutoCAD SHX Text -73

AutoCAD SHX Text B

AutoCAD SHX Text

FLOOR LEVEL

AutoCAD SHX Text -Z-

AutoCAD SHX Text LEAN CONCRETE min. 4"

AutoCAD SHX Text

ATTENTION !

AutoCAD SHX Text

DRAWING.

AutoCAD SHX Text

HEIGHT OF HAMMER FOOT

AutoCAD SHX Text

BELOW FLOOR LEVEL ACC. TO

AutoCAD SHX Text

MACHINE MANUFACTURER'S

AutoCAD SHX Text

TO BE CONFIRMED BY CUSTOMER

AutoCAD SHX Text

WATERSTOP

AutoCAD SHX Text C

AutoCAD SHX Text

L HAMMER

AutoCAD SHX Text -M-

AutoCAD SHX Text C

AutoCAD SHX Text 1x

AutoCAD SHX Text

VSG-4.4/32 HC9

AutoCAD SHX Text

GERB SPRING ELEMENTS

AutoCAD SHX Text

TYPE

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

AutoCAD SHX Text -82 5/8

AutoCAD SHX Text %%P1/16"

-13 1/4

222 Hammer Foundation - 1

222 Hammer Foundation - 2

222 Hammer Foundation - 3

222 Hammer Foundation - 4

222 Hammer Foundation - 5

21-3528-13B-Rev0.pdf

Pläne und Ansichten

Modell

PLOT

ALLES

21-3528-02E-Rev0.pdf

Pläne und Ansichten

Modell

PLOT

ALLES

File details come from the government source that posted it. Updated May 2, 2022.