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Simple Paper Inventions Machines That Move Drawings That Light Up And Wearables And Structures You

standard hook up drawings

Steel Structures- Weathering Steel 1. Will need to add more bars if more than two different wing lengths exists. If anyone sees a mistake or has any questions please let me know. Revised Structures Notes 9.

RCBS A4 Big Max Standard Shell Holder Adapter Drawings

Low Slump Concrete Wearing Surface. Slip Form Option 8. Structural Steel Protective Coatings 1. Add 5 crisscross bars for slip-form option. I have two A4's, Serial Numbers: If there is a list, put me on it!! Bump with some much-easier-to-read plans LOL.

Use the underlined parts in the bent headings for bridges having detached wing walls at end bents only. Rock Socket Drilled Shafts: Use when estimated maximum scour depth elevation and dynamic pile testing for HP piles are required.

This number of piles in table should not include test piles. Considered only for widenings, repairs and rehabilitations. Drilled shaft diameter is required to be at least 21 in. Otherwise excavation quantity to the top of drilled shafts needs to be figured.

Excavation diameter limit will be the 3'-0" larger than the column diameter above the drilled shaft. Guidance Notes for Detailing: Indicate only the top longitudinal slab bars affected for tying the R4 barrier curb bar. It may be that only one bar needs to be indicated for shifting. Modify note as needed when bent details are on multiple sheets. This detail and notes can be placed with abutment details or near the foundation table. Place below the substructure quantity box of all bents with chairs using the same pay item for a as used in Note G1.

Second sentence is required when the chair details are located with other bent details. Reinforcing steel shall be shifted to clear chairs. For details of chairs, see Sheet No. Place substructure quantity table on right side of substructure bent sheet.

Include D and E along with bracketed guidance when piles are being dynamic tested. Using this note means that these structural steels are already on the system.

Any new construction using these structural steels requires permission of the State Bridge Engineer. Detail Camber Diagram with note H1. Place near the size of flange splice plates, pin plates or hanger bars and the following note near the detail of flange splice, pin plate connection or hanger connection.

Place the following note near the intermediate diaphragm detail on all tangent wide flange and plate girder structures. Place the following note near the Elevation of Girder detail for plate girders or near the plan view for Wide Flange Beams when Slab Drains are used. Tangent Structures on Vertical Curve Grades Details of part-longitudinal sections at bents and at steel joints will be required on plans for bridges on vertical curves. Dimensions given in plan should be identical to horizontal dimensions detailed in Part-Longitudinal Sections or blocking diagram.

Horizontally Curved Structures on Vertical Curve Grades Details of part-longitudinal sections at bents and at steel joints will be required on plans for bridges on vertical curves. Not required if there is not an expansion gap on the bridge. Use drain blockouts for double-tee girders, otherwise use coil inserts at slab drains.

Use for all girders and beams except double-tee girders. Use second sentence with NU girders only. Use third sentence with box beam structures only. Use one end only for flat grades otherwise use upgrade. Double-Tee girders and adjacent beams do not use coil ties. Omit underline parts for double-tee girders and adjacent beams. Underline part only required when the slab thickness within parabolic crown is less than the minimum slab thickness.

Modify note to include giving the total expansion movement per expansion fitting if multiple fittings are used and movement is different, and delineate fittings on plans. Use "flush" mounting where box is to be encased in concrete. Place the following notes H5. Make bents singular if applicable. Place note on the plans when the closure pour is specified on the design layout. The blank space shall be replaced by the value corresponding to the total roadway width divided by the larger pour width when the construction joint is used.

When steel slab drains are used place Notes H7. Place remaining notes thru Note H7. Note not required for continuous concrete slab bridges. Use the following notes where required and with temporary bridges thrie beam sheet. The following notes shall be placed in the General Notes on the elevation sheet of the cast-in-place forming details.

The following notes, when appropriate, shall be placed under the title of the elevation of barrier of the cast-in-place forming details. The following reference notes shall be placed under the permissible alternate bar shape detail. Use M1 for two separate Type D curbs used as a median. The following notes and H Will need to add more bars if more than two different wing lengths exists.

Use the following notes with the slip form option, including H Add 5 crisscross bars for slip-form option. Base the length of these bars on the shortest distance between joints and use typically on each side of joints throughout structure.

Use the following notes where a broken concrete surface has no new concrete against it. Use bituminous paint below ground line and qualified special mortar above ground line. A minimum factor of safety of 2 should be used when determining the number of anchors to be used.

Do not use note where either a small or large block may be used. The allowable bearing pressure shall be determined by the Geotechnical Section and reported on the Foundation Investigation Geotechnical Report.

Retrieved from " http: Personal tools Log in. This page was last modified on 14 February , at This page has been accessed , times. Structural Steel Protective Coatings 1. Steel Structures- Nonweathering Steel 1. Steel Structures- Weathering Steel 1. Concrete Protective Coatings 1. Estimated Quantities Notes 2.

Excavation, Sway Bracing 2. Welded Wire Fabric 2. Estimated Quantities Tables 2. Asphalt Wearing Surfaces 3 C. Reinforcing Steel Notes 3. Bill of Reinforcing Steel 3. Thread Tools Show Printable Version. I decided to take some time this morning to take measurements off of mine.

I plan on making a few here in the next few months for those guys that would like one. I understand that there are other ways around this, like by using a ram prime unit, but there are those out there that would like one like the original.

So, if any machinist out there would like to crank one out and check my dimensions, have at it. Here is my best effort at taking the measurements. If anyone sees a mistake or has any questions please let me know. I also included the tool used to tighten the adapter into the ram. They come in different thicknesses too. Last edited by IllinoisCoyoteHunter; at I need it to complete my A series collection. Please let me know if you have one you want to get rid of.

What do you think the cost will be for a replacement A4 shell holder? Robert Abbott "I don't save money reloading. I just get to shoot more. I wont be able to do it for a few months as I don't have access to a mill for that amount of time.

I hope to get a few turned on my lathe in the next few weeks, and then finish mill them when I get access to a mill. I will take two. You know I will. No problem with a wait. I am very grateful you would do this. T slot dimension corrected. Depth up and down of t slot is critical, so it shellholder wont go in, take some off the top of the t-slot, don't go deeper down. My shell holder is fine. I have had a few guys contact me who have purchased used presses that only came with the universal shellholder.

It is a pain to use. And of course RCBS doesn't have any more replacements. Bump with some much-easier-to-read plans LOL. Glad you are still on this. Originally Posted by EDG. Last edited by M-Tecs; at I am interested in one also. I bought a used A4 several years ago but haven't used it because it only has the universal shell holder.

Imsges: standard hook up drawings

standard hook up drawings

The request has been made that space be left for at least four 4 additional entries to the table before notes are placed on the plans. If for any reason coated pile is embedded in fresh concrete, "Aluminum" shall not be used. When there is no steel beam or girder pay item, the miscellaneous steel for the chair is a substructure pay item and should also be included in the bent substructure quantity box.

standard hook up drawings

Do not use note where either a small or large block may be used. I hope to get a few turned on my lathe in the next few weeks, and then finish mill them when I get access to a mill.

standard hook up drawings

Estimated Quantities Notes 2. No problem with a wait. Excavation diameter limit will be the 3'-0" larger than the column diameter above the drilled shaft. Place an standard hook up drawings to the transverse diamond grooving in the quantity box and add stwndard following note under the estimated quantities box. However the main bugaboo for California is cost. Estimated Quantities Tables 2.