2932 search results for forms

4150000.FHWA

. 415-5.7VerticalsandHoopsforColumns: 4150000.D01 All Jobs 415-5.7.1 Spacing-off from Side Forms: Space column steel reinforcing bars from the side forms by concrete blocks of dimensions not exceeding, reinforcing bars from the side forms by concrete blocks of dimensions not greater than 2 inches by 2, forms within 1/2 inch of the specified spacing. Placestirrups within 1 inch of the Plan position, . Whenusingbarsupportsoncorrugatedmetal stay-in-place forms, use supports specifically designed for the form

Section6.3-051518_1-19WB

, including but not limited to: materials, pre-pour forms, reinforcing steel/fiber placement, concrete, inspection of the FRC Mockup Structures • After removal of forms, perform inspection of the mockup, reinforcing steel according to Specification Section 415 . 6.3.7.7.3 Concrete Forms Provide Concrete forms made of wood, metal, or other materials meeting the requirements of this section and Specification Section 400 . Forms used in the manufacture of structures shall be sufficiently rigid

Section6.3-051518_1-19WB

, including but not limited to: materials, pre-pour forms, reinforcing steel/fiber placement, concrete, inspection of the FRC Mockup Structures • After removal of forms, perform inspection of the mockup, reinforcing steel according to Specification Section 415 . 6.3.7.7.3 Concrete Forms Provide Concrete forms made of wood, metal, or other materials meeting the requirements of this section and Specification Section 400 . Forms used in the manufacture of structures shall be sufficiently rigid

Special Provisions Workbook January 2018

Special Provisions Workbook July 2017

/stormwater/npdes/permits_forms.htm In accordance with the requirements of the DEP generic permit, inspection reports (f) Executing associated certification forms provided by the Engineer (g) Preparation

Post-World War II Residential Style Guide

…..………………….…….. 71 CHAPTER 2: FORMS...................................................3 Eclectic Styles, a description and examples of common building forms in Florida. The second section, Chapter 3, focuses on common residential styles in the state, which would be applied to the forms. Chapter 4 discusses, should be consulted for further discussion or to provide additional examples of forms and styles, and elevation help define a structure’s form. The forms of buildings generally evolved over time

Special Provisions Workbook July 2020

Special Provisions Workbook January 2020

Special Provisions Workbook July 2019

20240514 Corps Guidance for Transportation Permit Applications

Required Information for JD Request AJDs ❑ JD Form ❑ Corps Wetland Determination Data Forms, ❑ Corps Wetland Determination Data Forms - Atlantic and Gulf Coastal Plain Region ❑ Maps, Forms Corps Wetland Determination Data Form - Atlantic and Gulf Coastal Plain Region ❑ Data, Supplement, Wetland Determination Data Forms – Atlantic and Gulf Coastal Plain Region, map with data points, appropriate drawings, etc.) ❑ Compensatory mitigation proposal (data forms, wetland

D4150000

]. 415-5.7 Verticals and Hoops for Columns: 415-5.7.1 Spacing-off from Side Forms: Space-off column steel from the side forms by mortar blocks of dimensions not exceeding 2 by 2 inches [50 by 50 mm, Supports: Space-off wall steel from the side forms by mortar blocks of dimensions not greater than 2, from side forms within 1/2 inch [13 mm] of the specified spacing. Spaceandtiethestirrups within 1, . Whenusingbarsupportsoncorrugatedmetal stay-in-place forms, use supports specifically designed for the form being used

D4150000.do

Forms: Space-off column steel from the side forms by mortar blocks of dimensions not exceeding 2, -off wall steel from the side forms by mortar blocks of dimensions not greater than 2 by 2 inches [50, [6 mm] of the plan vertical dimensions for all layers. Space the steel from side forms within 1/2, supports to the reinforcing steel. Whenusing bar supports on corrugated metal stay-in-place forms, use, : For metal bar supports in contact with steel stay-in-place forms and metal bar supports in contact

1050101.FHWA

. Use only Department approved signal inspection report forms during the signal inspection activities, List (APL). Provide Submit the completed signal inspection report forms, certified by the IMSA Traffic Signal Inspector to the Engineer. TheDepartment’s approved inspection report forms are available, approved signal inspection report forms during the signal inspection activities. Ensure all equipment, the completed signal inspection report forms, certified by the IMSA Traffic Signal Inspector

4150000.impl

. 415-5.7VerticalsandHoopsforColumns: 415-5.7.1Spacing-offfromSideForms: Space column steel from the side forms, wall steel from the side forms by concrete blocks of dimensions not greater than 2 inches by 2, of the Plan vertical dimensions for all layers. Space the steel from side forms within 1/2 inch, . Whenusingbarsupportsoncorrugatedmetal stay-in-place forms, use supports specifically designed, bar supports in contact with removable forms or floor surfaces to support reinforcing steel

F1A05Exhibit15

Questionnaire and Contractor's Financial Statement Forms is required to be filed with soliciting agencies prior, the enclosed forms in accordance with these instructions. The bidder is required to complete all the attached forms. If the bidder is a Joint Venture, then each Corporation, Partnership, or Individual

UABFC FAQ

. 7. For the decennial process, please state that the forms for changes to Functional Classification are not required, unless the forms are required, which is a change from previous processes. The Functional Classification application “forms

1. FY 25-26 CAP Presentation Slides (PDF)

& Expanded Letters of Response: o use the most current versions of forms; DO NOT reuse forms! o submit, Consultant Firms Professional Services Checklist for Amendments Professional Services Forms for Consultants can be found at: Professional Services Forms Important reminders: • Please keep in mind, Services Forms Submit form 375-030-83 NOTE: Fee Sheets and Signed Hours should only reflect, • Professional Services Commitment Form- Professional Services Forms • Submit form 375-030-83 • Current

D6490000.do

. 649-6.2 Forming: Use watertight non-absorbent forms with a form release agent applied to all interior surfaces. Maintain a 1 inch [25 mm] clearance between the forms and the base plate. Extend the form, hours by covering the entire grout surface with clean saturated rags. Remove the forms after

6950205.origind

 ORIGINATION FORM Proposed Revisions to the Specifications (Please provide all information ‐ incomplete forms will be returned) Contact the State Specifications Office for assistance in completing this form. Daniel Scheer 850‐414‐4130 daniel.scheer@dot.state.fl.us Debbie Toole 850‐414‐4114, forms received from the Contractor to the Transportation Statistics Office (TranStat) TMS Manager, warranty forms received from the Contractor to the TranStat TMS Manager. Comply with the terms

SS6490000

watertight non-absorbent forms with a form release agent applied to all interior surfaces. Maintain a 1 inch clearance between the forms and the base plate. Extend the form a minimum of 1 inch above, surface with clean saturated rags. Remove the forms after verifying the grout is self supporting