[BARLINES MANUAL OF STANDARD PRACTICE (PHILS)]

Size: px
Start display at page:

Download "[BARLINES MANUAL OF STANDARD PRACTICE (PHILS)]"

Transcription

1 Chapter Two The items discussed in this chapter are outlined below. Fabrication Bend Class Typical Bar Bends Bar Marks and the use of MK symbol Drafting (CAD) Standards CAD Software Contract or Working Drawings Lettering Styles Title Blocks Paging Delta or Revision Block Revisions Bar Listing and Releases Archival Fabricating Tolerances Barlines Bulletins ALL ABOUT FABRICATION, DRAFTING (CAD), BAR LISTING AND TOLERANCES By Amadeus (Mady) Magpile, President and CEO INTRODUCTION This is second in a series of articles outlining the Manual of Standard Practice, Estimators and Detailers of Barlines adhere to in the practice of Reinforcing Steel Engineering in the Philippines. In this chapter we will point out the use of ACI/CRSI Typical Bar bend Types, Tolerances in Fabrication and Minimal Bar Supports FABRICATION BEND CLASS The reinforcing steel fabricators, needed to distinguish each bent types in fabrication according to their cost accounting and time study. They needed to properly track down each particular cost associated to bending. Straight cutting or shearing was always considered the least expensive to process. Bend Types were separated into three classes according to fabrication productivity as follows: 1 1. LIGHT BENDING, which applies to: a. A bent 10 or smaller bars. b. All Stirrups and Ties, no matter what bar size.

2 c. All #12 to #50 which are bent at more than six points in one plane. d. All bars bent in more than one plane (unless classified as Special bending. e. All one plane radius bending with more than one radius or a combination of a radius and other type of bending 2. HEAVY BENDING, which applies to: a. All #12 to #50, which are bent at no more than six points in one plane b. All #12 to #50 bent with a single radius. 3. SPECIAL BENDING. a. All bending to special tolerances, such as bending for precast units. b. All radius bending in more than one plane c. All multiple plane bending containing one or more radius bends Fabrication cost in the Philippines is all lump into one unit price per kilo no matter what bend class. This practice tends to put fabrication lagging behind installation. No one wanted to get stuck with fabricating ties and stirrups, which unfortunately account for the most quantity in a job. Classifying the bend into productivity classes makes the fabrication on an even keel to that of installation TYPICAL BAR BENDS In order to list the various types of bent bars in a Bar Bending Schedule, it is necessary to have the stick diagrams of the bars with the lengths of each portion of the bars be designated by letters. Such was the recommendations of both the American Concrete Institute (ACI) and the Concrete Reinforcing Steel Institute (CRSI). Both agreed on a Typical Bar Bends and assigned a Type of each one. Here are some of the rules or characteristics of the Typical Bar bend Types 1. Each Bar Bend Types are limited to 12 designated letters as shown below. Type A B C D E F/R G H J K O 2. All Dimensions are out to out of bar except A and G on standard 180 o and 135 o hooks. 3. The total length of the bar is equal to the sum of letters A thru G only. 4. Dimensions A and G are reserved for Standard Hooks. However it is sometimes used to show dimensions smaller than standards. 5. The letters F and R never appear together in a Type. 6. The dimensions H, J, K and O are controlling dimensions outside the bar. Almost always they refer to Height, Hook Width, Base and Overall Dimension, respectively. 7. J dimensions on 180 o hooks to be shown only where necessary to restrict hook size, otherwise standard hooks are to be used. 8. Where J is not shown, J will be kept equal or less than H on Types 3, 5, and 22. Where J can exceed H, it should be shown. 9. H dimension stirrups to be shown where necessary to fit within concrete. 2

3 10. Where bars are to be bent more accurately than standard fabricating tolerances, bending dimensions which require closer fabrication should have limits indicated. 11. Unless otherwise noted, diameter D is the same for all bends and hooks on a bar (except for Bend Types 11 and 13). 12. Detailing Software knows the Bend Class of each Bend Types. 13. While not required in detailing, manual estimating requires that bend bars be classified as or null entry for Straight bars, H for Heavy bent bars, L for Light bent bars and S for Special bent bars in order for their estimate to be properly priced. 14. The use of all bends in a type is not mandatory. One or more bends can be eliminated in a type, however choose the type that will allow the least number of bends to eliminate. 15. The common practice when choosing between similar Types is to choose the types with the least number of dimensions. For example, if you need B, C and D from either Type 3 or 5, pick Type The numbered Types are mostly Heavy Bent Bars and the Types with a prefix S and T are mostly Stirrup and Ties. Do not use Type 17 for S10, because the former will be bent around a larger pin than the latter. 17. Type X is a spiral. The Nominal Length of the bars is equal to the total number of Turns multiplied by the circumference of the spiral. 18. A Detailer can make his own Bend Type, if it is not in the Typical Bar Bend Chart, as long as he maintains the above rules and he designated the type as H, L or S, thus: Type H100, Type L201 or Type S325. The practice is to maintain the type of each job. 19. Dimensions in bars shall be rounded to the nearest 5 mm. To match the calibration of fabricating equipment. 20. The least amount of bar marks is ideal in a given release. Bars that are exactly alike but with different bar marks slow down Shop Production because the machine is forced to process them separately. Consider marking bars the same if the difference in dimensions is within a few millimeters. For example: A dowel that is 300 x 900 is made the same as dowel that is 295 x 900. The added material is offset by savings in field and shop labor. 21. For bend types, where there is a choice in dimensioning bends, dimensions in the way that will require the least amount of work in the shop A B

4 Some Detailers will detail as shown on B simply because this is the way the bar appears in the structure. It is obvious that it would be easier to fabricate as shown in A. 22. Be mindful of the effect of a bend in wall or slab thickness or stirrups EARS meeting each other and bundled bars within the EARS of ties and stirrups. Check the following sketches. 23. While types T2 and T4 are exactly the same, label wise and shape wise use type T4 for diagonal ties in a square or rectangular columns and square ties in a circular columns. Type T4 provides the detailer the use of H and K to arrive at the B, C, D and E dimensions. In any detailing software entering H and K is all that is required. Because of the radius of the bend, calculating for the hypotenuse will not be correct as a bar dimension. Check it out. 4

5 5

6 The Typical Bar Bends are attached at the end of this chapter as loose leaf pages BAR MARKS and the use of MK symbol Barlines standard practice, following that of CRSI and ACI is to assign bar marks for all bent bars but not of straight bars. The bar marks may be strictly numeric or alpha numeric. Alpha numeric is preferred. In alpha numeric the letters I, O, Q, and Z are never used. These letters can easily be mistaken for the number zero, one and 2. Example Bar Marks 860 Mk 300; 860 Mk 300 The Mk is not part of the mark. It is used between quantities and actual bar mark. The first one two digits denotes the bar size, followed by an Alphabet in sequence or zero (0), if strictly numeric, and then followed by sequential number. The Letter at times used to identify where the bars will be used. For example, B for Beams, C for Columns, F for Foundation, etc. Moreover, the letters are used sequentially A, B, C, D to avoid having mixed use bars at the jobsite, such as 1 st floor and 2 nd floor Columns. 6

7 2.04 DRAFTING (CAD) STANDARDS Barlines Rebar Detailers shall comply to the following proven practices: No lines shall cross a text. If a text is written over a line break the line and allow the text clear path. Provide a Key Plan with proper orientation to North. Show Grades of Steel and Corrosion protection if any. Show Pour Joints, Expansion Joints and pour sequence. Be mindful of Male and Female pour. Provide adequate scales. Not to large or too small. Compose your drawings and provide balance. Avoid overcrowding but planning ahead. Simplify your presentation. Avoid looking too busy or too cluttered. Placing drawings does not require hatching or concrete pot marks. Take advantage of symmetry. Consider gathering TYPICAL details into your personal library. Show actual length of splice, not just bar diameter ratio. Always show clearances to the bars. If possible show Bend Schedule in the same page as the details or avoid to many pages between details and Bend Schedule. Cloud a particular detail to draw attention to reviewers. For example: Dimension that need verifications. Clearly show the number of times a detail repeats, thus 5X, 10X, 3X. Do not change the Engineer s assigned marks. Renaming a Column or a Beam, beyond a mere subscript addition is not acceptable. Example: A beam marked by the engineer as Beam B 1 can be renamed B 1A or B 1B to distinguish one against another, but it cannot be renamed B 10. Always provide standees, spreaders, support bars and templates. If required list accessories. Show dimensions of Footings, Cols, and beams: thickness of walls and slabs. Show elevation at top and bottom of walls and columns. Show dimensions between grid to grid. Show clearly starting point, spacing and end point of ties and stirrups. Show Beam and Slab bar endos and end stagger dimensions when it occurs. All bars in a given barlist or bending schedule must be shown and located in placing drawings without exception. Show extension and dimension of all dowels Provide Opening Trim Bars. Provide corner and re entrant bars. Properly call out Mechanical Couplers by its trade name. 7

8 Call out quantities, bar sizes, lengths or bar marks. A Rebar Detailer will show all these, while a Structural Draftsman does not need to. Distinguish your work from Structural Drafting. Ideally each bar shall be shown in a plan view, section and elevation to fully discern its 3 dimension location in concrete. However, on occasion a bar shown in only 2 views will be adequate CAD SOFTWARE Barlines Rebar Detailers shall detail using AutoCAD, AutoCAD LT, Microstation or IntelliCAD. The paper size for full size printing shall be D size, 22 x 34 and for half size printing it shall be Ledger size, 11 x 17. These two sizes are easily folded at the jobsite to 8 1/2 x 11 paper size for filing. A Placing Drawing is like a painting a piece of art. Ever notice why some drawings are pleasing to the eye than others, the better drawings combine composition, proper use of scales, concise text and serve to convey a blueprint of a building. These are all applied whether a detailer uses a CAD or does his work manually. No CAD software can do these automatically CONTRACT OR WORKING DRAWINGS Barlines shall require both Architectural and Structural drawings to do their job. A complete set of drawings and specifications will be requested on large jobs. At the completion of the job all working drawings and placing drawings shall be gathered and scanned for archival purposes. The electronic files shall be copied into a CD or DVD and surrendered to the Office Manager for safe keeping LETTERING STYLES Lettering Style shall be in uppercase, slanted Gothic for rebar and dimension callouts, notes and schedules. Vertical Gothic shall be used blocks and detail titles. Lettering height at full size printing (D size, 22 x 34 ) shall be 3 mm. for dimensions and bar callouts with leaders. Title blocks and Detail titles shall be 7 mm. 8

9 2.08 TITLE BLOCK Detailer shall use Barlines Standard Title Block. Each box shall be filled in with precise minimum information as shown below. DRAWINGS FOR: LEVEL 3, POUR 3 SLAB N S BOTTOM JOB NAME UNITED REGIONAL HEALTH CENTER CONTRACTOR BAYANIHAN GENERAL CONTRACTING JOB NUMBER shall be our customers Job Number if available, otherwise Barlines own Job Number. BY shall be the Detailers own name. DATE shall be the date a set of drawings for submittal are completed. Drawings are submitted in sets. Each set shall have the same date PAGING Each drawing number shall begin with a capital letter, describing the following categories: F C W P B S Foundation including slab on grades; also site work. Columns, conventional or ductile frame. Walls; concrete and masonry, shear wall, shotcrete walls and others. Tilt up Panels only. Beams and Girders; conventional and post tensioned Slabs; flat slab, one or two way slabs, conventional and post tensioned On a small job, requiring no more than 20 pages to complete the detailer shall consider: R All rebar The capital letter shall be followed immediately, without a hyphen with a sequential number. Avoid adding a suffix such as F1a, F1b. Duplicate numbers in the same category are not allowed. 9

10 2.10 DELTA OR REVISION BLOCK Inside the Delta or Revision Block: the first submittal shall be marked with revision A and dated. Each subsequent submittals until approval shall be marked B, C, and D and so on and dated. When the drawings have been approved the block is cleared of all entries and the first line is marked 0, the current date and the note APPROVED FOR CONSTRUCTION. Any subsequent revisions after approval shall be marked 1, 2, 3 and so on, dated and reason noted. Rev DATE A 09/24/07 1 ST SUBMITTAL B 11/20/07 2 ND SUBMITTAL Rev DATE 0 12/03/07 APPROVED FOR CONST 2.11 REVISIONS ALL REVISIONS AFTER APPROVAL ARE BILLED BY THE HOUR. Please keep track and report all hours spent during the revisions. Also, when the drawings has been approved, inside the drawing box, in a prominent place a box saying in bold letter APPROVED FOR CONSTRUCTION shall be place. Barlines shall assume approval if submittals are marked: APPROVED NO EXCEPTIONS APPROVED AS NOTED or EXCEPTIONS NOTED Barlines will resubmit if submittals are marked REVISE AND RESUBMIT INCOMPLETE/RESUBMIT NOT APPROVED OR NON COMPLIANCE 10

11 2.12 BAR LISTING and RELEASES Bar Listing is the process of sorting from the Placing Drawings what is needed to be delivered to the jobsite. If the Detailers preplanning went according to his plan, bar listing may simply be all of the items in the Placing Drawings. But that is always the case. At times, the jobsite may require certain items in the Placing Drawings be delivered earlier than the rest. While Placing Drawings are for the ironworkers in the field Bar Lists are for the shop men in the Shop. Barlines shall bar list only upon approval of Placing drawings or when instructed to by customer with or without approval. Bar List must be separated by Release no. A release cannot be more than a truckload (20,000 kilos). A release cannot be separated into two trucks. A Release sequential numbers denotes priority at the jobsite. Duplicate Release in a job is not allowed. The Fab Shop will automatically put smaller number releases over higher number releases, so that at unloading, the bars needed first are the first unloaded. Subscripts are allowed in release numbers. A Sample Release Log Book Job/Rel# Material For Grd Ord Date Ship Date Tot Mass By B Col Pads /02/11 05/09/ BP B Columns, 1 st Lift /02/11 05/09/ BP B Cont Wall Ftgs /02/11 05/09/ BP B Columns, 2 nd /02/11 05/11/ JA B Slab on Grade /04/11 05/11/ JA B nd Floor Beams /11/11 05/20/ BP Ship only the required material; hold stockpiling on jobs to a minimum. Keep different grades of steel on separates releases, unless Barlines makes other provisions for handling of this problem Rebar for separate areas should be put on separate releases, so that each release can be stockpiled close to where it will be used. This takes the color coded tags to maximum efficiency ARCHIVAL Consult with your Supervisor for the current practice of storing all files generated or issued to you on all all jobs. Such files are: Contract Drawings, Specifications, Addendums, RFI s (Request for Information), Detailing Sheet, Placing Drawings and Bar Lists. DO NOT DISCARD A FILE. 11

12 2.14 FABRICATING TOLERANCES All fabricating tolerances shall be in accordance with CRSI Figures 7 3 and 7 4, unless otherwise agreed to by the Buyer and Seller. Rebar Detailers shall be mindful of fabricating tolerances when bars are in a confined space. A detailer who is well versed o tolerances and details accordingly is usually able to get by without ever needing a HOLD dimension. Putting a HOLD dimension on a bar dimension is very expensive practice. At our shop, the fabrication of type 2 bars with a length of 7800 mm, which normally is one man operation, becomes a two man operation if a HOLD is placed on the belly or B dimension. In other words, the fabrication cost practically doubles. This is not to say, however, that the practice does not have any merit BARLINES BULLETINS Throughout the year Barlines will be sending out bulletins to supplement our Manual of Standard Practice, pertaining advances in technology, changes in current local practices, and learning from our mistakes. Barlines strongly suggest reading and collecting these bulletins as they are issued in a folder for reference at any time and to comply without exceptions. Team Captains are urged to make sure there team members all have such folders. Ignorance of these bulletins will not be acceptable. 12

13

14

15

16

17

SECTION CONCRETE REINFORCEMENT FOR STEAM UTILITY DISTRIBUTION

SECTION CONCRETE REINFORCEMENT FOR STEAM UTILITY DISTRIBUTION PAGE 032015-1 SECTION 032015 PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification sections,

More information

This specification describes the minimum requirements for structural steel drawings.

This specification describes the minimum requirements for structural steel drawings. 1/7 1.0 PURPOSE This specification describes the minimum requirements for structural steel drawings. 2.0 GENERAL As stated in specification SPEC-0800, drawings are intended to be Design drawings. Sufficient

More information

Release Notes - Fixes in Tekla Structures 2016i PR1

Release Notes - Fixes in Tekla Structures 2016i PR1 Release Notes - Fixes in Tekla Structures 2016i PR1, you can now set the to either or. is modified., the ID of the connection plate is not changed anymore when the connection now uses normal rebar groups

More information

Listed below are the competencies required and examples from the aforementioned job:

Listed below are the competencies required and examples from the aforementioned job: 1. Technical Analysis Instructions: Describe a project for which you collected and interpreted or analyzed technical data for development of engineering designs and drawings from concepts and specifications.

More information

midas DShop Reinforcement Edit Function reflecting Constructability

midas DShop Reinforcement Edit Function reflecting Constructability 01 Auto-generation of Structural Drawings 02 Structural drawings such as Framing plans, Sectional elevations, Beam/Column schedules, etc., are generated from the analysis & design results of midas Gen.

More information

Architect. Architect.

Architect. Architect. The The line line sketch sketch with with modified modified height height for for plinth plinth floor floor is is displayed. displayed. Open Open Architectural Architectural plan plan file, file, which

More information

13. Beam rebar arrangement

13. Beam rebar arrangement 13. Beam rebar arrangement 1) Principle of beam rebar arrangement Calculate the size and depth of beams according to the drawing and arrange them in a suggested order, that is, exterior beams and big beams(g)

More information

SECTION SUBMITTALS. A. PART A and DIVISION 1 of PART B are hereby made a part of this SECTION.

SECTION SUBMITTALS. A. PART A and DIVISION 1 of PART B are hereby made a part of this SECTION. SECTION 013300 PART 1 GENERAL 1.01 GENERAL REQUIREMENTS A. PART A and DIVISION 1 of PART B are hereby made a part of this SECTION. B. Examine all conditions as they exist at the project prior to submitting

More information

Section 1 REBAR ARRANGEMENT & CONSTRUCTION CARRYOUT

Section 1 REBAR ARRANGEMENT & CONSTRUCTION CARRYOUT Section 1 REBAR ARRANGEMENT & CONSTRUCTION CARRYOUT 1. Understanding of Drawing 1) Examination of drawing When construction contract is completed, the contents of the drawings are surveyed and checked

More information

Revit Structure 2012 Basics:

Revit Structure 2012 Basics: SUPPLEMENTAL FILES ON CD Revit Structure 2012 Basics: Framing and Documentation Elise Moss autodesk authorized publisher SDC PUBLICATIONS www.sdcpublications.com Schroff Development Corporation Structural

More information

Project Booklet. Structural Drafting with AutoCAD

Project Booklet. Structural Drafting with AutoCAD Project Booklet Structural Drafting with AutoCAD Introduction 1 General Setup 2 Border and Title Block 3 Drafting the Foundation Plan (Plate 1) 8 Drafting the South Elevation (Plate 2) 11 Drafting Section

More information

Working with Detail Components and Managing DetailsChapter1:

Working with Detail Components and Managing DetailsChapter1: Chapter 1 Working with Detail Components and Managing DetailsChapter1: In this chapter, you learn how to use a combination of sketch lines, imported CAD drawings, and predrawn 2D details to create 2D detail

More information

12. Pillar rebar arrangement

12. Pillar rebar arrangement 12. Pillar rebar arrangement 1) Indication of pillar(c) Main bar drawing - It indicates the length of span by the criterion of pillar and wall, etc. and indicates the position of pillar & wall.

More information

Revit Structure 2013 Basics

Revit Structure 2013 Basics Revit Structure 2013 Basics Framing and Documentation Elise Moss Supplemental Files SDC P U B L I C AT I O N S Schroff Development Corporation Better Textbooks. Lower Prices. www.sdcpublications.com Tutorial

More information

ProConcrete. Gernot Jeromin Product Manager Bentley Systems, Incorporated

ProConcrete. Gernot Jeromin Product Manager Bentley Systems, Incorporated ProConcrete Gernot Jeromin Product Manager ProConcrete 3D CAD Software for Concrete and Reinforcement 2 WWW.BENTLEY.COM What is ProConcrete AutoCAD Application MicroStation V8i version will be available

More information

EstimaXpro. S&R Consultants

EstimaXpro. S&R Consultants EstimaXpro S&R Consultants Contents 1. Introduction... 5 2. Masters... 7 2.1 Project Details... 7 2.2 Storey Details... 8 2.3 Joinery Details... 8 2.4 Rate types... 9 2.5 Rates... 9 2.6 Rate Analysis Type...

More information

Advance Concrete 2014 Service Pack 1

Advance Concrete 2014 Service Pack 1 Advance Concrete 2014 Service Pack 1 This document describes the improvements in Service Pack 1 for Advance Concrete 2014. GENERAL Interaction between Advance Concrete and Advance Steel. Advance Steel

More information

Introduction to QTO. Objectives of QTO. Getting Started. Requirements. Creating a Bill of Quantities. Updating an existing Bill of Quantities

Introduction to QTO. Objectives of QTO. Getting Started. Requirements. Creating a Bill of Quantities. Updating an existing Bill of Quantities QTO User Manual Contents Introduction to QTO... 5 Objectives of QTO... 5 Getting Started... 5 QTO Manager... 6 QTO Layout... 7 Bill of Quantities... 8 Measure Folders... 9 Drawings... 10 Zooming and Scrolling...

More information

602.4, TABLE 602.4, , , , , , , , , TABLE

602.4, TABLE 602.4, , , , , , , , , TABLE 602.4, TABLE 602.4, 602.4.1, 602.4.2, 602.4.3, 602.4.4, 602.4.5, 602.4.9, 2304.11, 2304.11.1, TABLE 2304.11.1.1, 2304.11.2, 2304.11.3, 602.4.8, 602.4.8.2, 602.4.8.1, 602.4.6, 602.4.6.2, 602.4.6.1, 2304.11.4,

More information

Release Notes - Fixes in Tekla Structures 2016i SP1

Release Notes - Fixes in Tekla Structures 2016i SP1 Release Notes - Fixes in Tekla Structures 2016i SP1 is modified., the ID of the connection plate is not changed anymore when the connection now uses normal rebar groups instead of tapered groups., the

More information

SECTION SUBMITTAL PROCEDURES

SECTION SUBMITTAL PROCEDURES SECTION 01330 - SUBMITTAL PROCEDURES PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification

More information

SECTION G ESTIMATE OF QUANTITIES

SECTION G ESTIMATE OF QUANTITIES PROJECT STATE OF SOUTH DAKOTA NH 2115(45)87 SHEET G2 TOTAL SHEETS G27 SECTION G ESTIMATE OF QUANTITIES BID ITEM NUMBER ITEM QUANTITY UNIT 009E0010 Mobilization Lump Sum LS 560E0068 7'x3' Precast Concrete

More information

Anti-Trust Statement

Anti-Trust Statement Anti-Trust Statement http://www.concrete-pipe.org/ A joint effort of the Texas Concrete Pipe Association and the Texas Department of Transportation What brought this about? The TxDOT organization consists

More information

JEFFERSON LAB TECHNICAL ENGINEERING & DEVELOPMENT FACILITY (TEDF ONE) Newport News, Virginia

JEFFERSON LAB TECHNICAL ENGINEERING & DEVELOPMENT FACILITY (TEDF ONE) Newport News, Virginia BULLETIN NO. 6 TO THE PLANS AND SPECIFICATIONS FOR JEFFERSON LAB TECHNICAL ENGINEERING & DEVELOPMENT FACILITY (TEDF ONE) Newport News, Virginia EwingCole Architects.Engineers.Interior Designers.Planners

More information

DRAWINGREQUIREMENTS FOR DEVICE CONNECTOR DRAWINGS

DRAWINGREQUIREMENTS FOR DEVICE CONNECTOR DRAWINGS DRAWINGREQUIREMENTS FOR DEVICE CONNECTOR DRAWINGS HOW TO USE EWCAP DRAWING/DRAFTING REQUIREMENTS This document is to be used to check newly-released drawings for use by EWCAP. Confirm compliance by confirming

More information

Auto-drafting Module for midas Gen MIDAS Information Technology Co., Ltd.

Auto-drafting Module for midas Gen MIDAS Information Technology Co., Ltd. MIDAS Information Technology Co., Ltd. 01 Introduction midas DShop empowers engineers to streamline the design process all the way to generating engineering drawings. midas DShop imports models complete

More information

PORTAGE COUNTY WATER RESOURCES DRAFTING STANDARDS. Date: January 26, 2001

PORTAGE COUNTY WATER RESOURCES DRAFTING STANDARDS. Date: January 26, 2001 PORTAGE COUNTY WATER RESOURCES DRAFTING STANDARDS Date: January 26, 2001 Portage County Water Resources Drafting Standards. AutoCad 2000/Land Development Desktop R2 Friday, January 26, 2001 Preface: Part

More information

PRECAST CONCRETE BRIDGE SUBSTRUCTURE COMPONENTS. Presented by: Matthew Youngblood, PE, SE Scott Noyer, PE Janssen & Spaans Engineering

PRECAST CONCRETE BRIDGE SUBSTRUCTURE COMPONENTS. Presented by: Matthew Youngblood, PE, SE Scott Noyer, PE Janssen & Spaans Engineering PRECAST CONCRETE BRIDGE SUBSTRUCTURE COMPONENTS Presented by: Matthew Youngblood, PE, SE Scott Noyer, PE Janssen & Spaans Engineering PRECAST SUBSTRUCTURE COMPONENTS ADVANTAGES SCHEDULE INCREASES CONSTRUCTION

More information

Kankakee Community College

Kankakee Community College Kankakee Community College Course prefix and number: DRFT 2414 Course title: Architectural Drafting with Revit Credit hours: 4 Lecture hours: 2 Lab hours: 4 Semester: Spring 2013 Catalog description: Prerequisite:

More information

TECHNICAL MANUAL. OPTIMAJOINT Free Movement Joint. Free Movement Joint System for Heavy Traffic

TECHNICAL MANUAL. OPTIMAJOINT Free Movement Joint. Free Movement Joint System for Heavy Traffic TECHNICAL MANUAL OPTIMAJOINT Free Movement Joint Free Movement Joint System for Heavy Traffic Version: PEIKKO GROUP 12/2018 OPTIMAJOINT Free Movement Joint Free Movement Joint System for heavy traffic

More information

Table of contents. User interface 1: Customizable tool palette... 6 User interface 2: General GUI improvements... 7

Table of contents. User interface 1: Customizable tool palette... 6 User interface 2: General GUI improvements... 7 Table of contents WELCOME TO ADVANCE CONCRETE 2014... 5 USER INTERFACE ENHANCEMENTS... 6 User interface 1: Customizable tool palette... 6 User interface 2: General GUI improvements... 7 MODELING... 10

More information

Quality Control and Quality Assurance Guide

Quality Control and Quality Assurance Guide Quality Control and Quality Assurance Guide Bridge Division, Design Section April 2017 Table of Contents Chapter 1 About this Guide... 3 Chapter 2 Goals and Objectives... 5 Chapter 3 Participants... 6

More information

SECTION R507 DECKS DECKING LEDGER BOARD BEAM. FOOTING BEAM SPAN CANTILEVER For SI: 1 inch = 25.4 mm FIGURE R507.2 DECK CONSTRUCTION

SECTION R507 DECKS DECKING LEDGER BOARD BEAM. FOOTING BEAM SPAN CANTILEVER For SI: 1 inch = 25.4 mm FIGURE R507.2 DECK CONSTRUCTION SECTION R507 DECKS R507.1 Application. The provisions of this section shall provide prescriptive requirements for the design and construction of all uncovered, wood-framed, single-span exterior decks.

More information

Architectural Floor Plan Symbols

Architectural Floor Plan Symbols Architectural Floor Plan Symbols The symbols below are used in architectural floor plans. Every office has their own standard, but most symbols should be similar to those shown on this page. Building Section

More information

PRACTICE NOTE NO: 13 Version 1 Amended March 2001 Page 1 of 6 PRECAST CONCRETE ELEMENT DESIGN RESPONSIBILITIES AND CONTRACTUAL ARRANGEMENTS

PRACTICE NOTE NO: 13 Version 1 Amended March 2001 Page 1 of 6 PRECAST CONCRETE ELEMENT DESIGN RESPONSIBILITIES AND CONTRACTUAL ARRANGEMENTS PRACTICE NOTE NO: 13 Version 1 Amended March 2001 Page 1 of 6 Scope This Practice Note is intended to identify responsibilities and contractual arrangements for precast elements used in buildings. Such

More information

COURSE: INTRODUCTION TO CAD GRADES: UNIT: Measurement

COURSE: INTRODUCTION TO CAD GRADES: UNIT: Measurement UNIT: Measurement - Students will demonstrate correctness in measuring using various scales and instruments. Demonstrate the various marks that make up a ruler including 1/16, 1/8, ¼ and ½. Assessment

More information

East Central College

East Central College SECTION 013300 - SUBMITTAL PROCEDURES PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification

More information

Moebius Soft. Manual. Design of concrete reinforcement.

Moebius Soft. Manual. Design of concrete reinforcement. Manual Moebius Soft Design of concrete reinforcement. Index 1. Introduction 1.1 Description and consulted codes 1.2 Definitions 1.3 Parameters of a reinforcing bar schedule 1.4 Reinforcing bar schedule

More information

PRECAST CONCRETE STRUCTURES

PRECAST CONCRETE STRUCTURES PRECAST CONCRETE STRUCTURES 1. INTRODUCTION The concept of precast (also known as prefabricated ) construction includes those buildings, where the majority of structural components are standardized and

More information

KANSAS DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION TO THE STANDARD SPECIFICATIONS, 1990 EDITION

KANSAS DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION TO THE STANDARD SPECIFICATIONS, 1990 EDITION Sheet 1 of 5 KANSAS DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION TO THE STANDARD SPECIFICATIONS, 1990 EDITION NOTE: This special provision is generally written in the imperative mood. The subject, "the

More information

Technical Note. Placing Drawings The Detail Drawings for Reinforcing Bars in Site-Cast Reinforced Concrete Construction ENGINEERING.

Technical Note. Placing Drawings The Detail Drawings for Reinforcing Bars in Site-Cast Reinforced Concrete Construction ENGINEERING. ENGINEERING ETN-C--5 Technical Note Placing Drawings The Detail Drawings for Reinforcing Bars in Site-Cast Reinforced Concrete Construction Introduction The terminology regarding the detail drawings for

More information

TCC/SHORE TRANSIT BUS MAINTENANCE FACILITY - PHASE II

TCC/SHORE TRANSIT BUS MAINTENANCE FACILITY - PHASE II SECTION 013300 - SUBMITTAL PROCEDURES PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification

More information

SECTION SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES

SECTION SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES SECTION 01 33 23 SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES PART 1 GENERAL 1.1 DESCRIPTION A. This specification defines the general requirements and procedures for submittals. A submittal is information

More information

Revit Structure 2014 Basics

Revit Structure 2014 Basics Revit Structure 2014 Basics Framing and Documentation Elise Moss Authorized Author SDC P U B L I C AT I O N S Better Textbooks. Lower Prices. www.sdcpublications.com Powered by TCPDF (www.tcpdf.org) Visit

More information

Construction Tolerances - The following tolerances apply to cast-in-place structures:

Construction Tolerances - The following tolerances apply to cast-in-place structures: 00540.40(b) Construction 00540.40 Tolerances - The following tolerances apply to cast-in-place structures: (a) Foundation Footings: (1) Lateral Alignment: Actual (as cast) location of the center of gravity:

More information

Suggested Reinforcement Detailing Practices Based on comments from R&D and ES ESS Committees

Suggested Reinforcement Detailing Practices Based on comments from R&D and ES ESS Committees Suggested Reinforcement Detailing Practices Based on comments from R&D and ES ESS Committees General 1. When detailing substructures, it is preferable not to use series bars unless necessary. The first

More information

CHAPTER 01 PRESENTATION OF TECHNICAL DRAWING. Prepared by: Sio Sreymean

CHAPTER 01 PRESENTATION OF TECHNICAL DRAWING. Prepared by: Sio Sreymean CHAPTER 01 PRESENTATION OF TECHNICAL DRAWING Prepared by: Sio Sreymean 2015-2016 Why do we need to study this subject? Effectiveness of Graphics Language 1. Try to write a description of this object. 2.

More information

Total Precast Concrete Structures

Total Precast Concrete Structures Total Precast Concrete Structures 1 This program is registered with CPCI for continuing professional education. CPCI s continuing-education program emphasizes on learning for architects, engineers and

More information

How to Estimate the Cost of a. Precast Concrete Parking Structure

How to Estimate the Cost of a. Precast Concrete Parking Structure How to Estimate the Cost of a Precast Concrete Parking Structure 1 TABLE OF CONTENTS 1. INTRODUCTION 2. TYPES AND METHODS OF MEASUREMENT 3. SPECIFIC FACTORS THAT MAY AFFECT TAKE OFF AND PRICING 4. OVERVIEW

More information

MISSISSIPPI STATE UNIVERSITY Office of Planning Design and Construction Administration

MISSISSIPPI STATE UNIVERSITY Office of Planning Design and Construction Administration SECTION 01 340 - SHOP DRAWINGS, PRODUCT DATA AND SAMPLES PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other

More information

.1 Comply with the General Conditions of the Contract, Supplementary General Conditions and the requirements of Division 1.

.1 Comply with the General Conditions of the Contract, Supplementary General Conditions and the requirements of Division 1. PAGE 1 PART 1 GENERAL 1.1 REFERENCE.1 Comply with the General Conditions of the Contract, Supplementary General Conditions and the requirements of Division 1. 1.2 RELATED WORK SPECIFIED ELSEWHERE.1 Installation

More information

Storefront Installation Guide

Storefront Installation Guide Storefront General Notes: 1. Check Contract Documents and Shop Drawings. Understand and clarify any Field Verify Notes and approvals of drawings and products to be familiar with the project. Installation

More information

Advance Concrete. Tutorial

Advance Concrete. Tutorial Advance Concrete Tutorial Table of contents About this tutorial... 9 How to use this guide... 10 Lesson 1: Creating a building grid... 11 Step 1: Create a default building grid... 11 Step 2: Set the distances

More information

SECTION 58 PRECAST CONCRETE BOX CULVERT. This work consists of furnishing and installing Pre-cast Concrete Box Culverts.

SECTION 58 PRECAST CONCRETE BOX CULVERT. This work consists of furnishing and installing Pre-cast Concrete Box Culverts. SECTION 58 PRECAST CONCRETE BOX CULVERT 58.1 DESCRIPTION A. General This work consists of furnishing and installing Pre-cast Concrete Box Culverts. B. Related Work Section 51 Section 52 Section 53 Section

More information

Proposal PROJECT MANUAL P R O P E R T Y M A N A G E M E N T F A L L O N C O U N T Y. Baker, MT P.O. Box 846

Proposal PROJECT MANUAL P R O P E R T Y M A N A G E M E N T F A L L O N C O U N T Y. Baker, MT P.O. Box 846 PROJECT MANUAL P R O P E R T Y M A N A G E M E N T F A L L O N C O U N T Y Proposal P.O. Box 846 Baker, MT 59313 P R E C A S T R E I N F O R C E D C O N C R E T E B O X C U L V E R T F O R W E S T M O

More information

3.1 General Provisions

3.1 General Provisions WOOD FRAME CONSTRUCTION MANUAL 107 3.1 General Provisions 3.1.1 Prescriptive Requirements The provisions of this Chapter establish a specific set of resistance requirements for buildings meeting the scope

More information

SECTION SUBMITTAL PROCEDURES PART 1 - GENERAL 1.1 RELATED DOCUMENTS

SECTION SUBMITTAL PROCEDURES PART 1 - GENERAL 1.1 RELATED DOCUMENTS SECTION 01 33 00 - SUBMITTAL PROCEDURES PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification

More information

MH Table of Contents Standard Title/Scope Page Table of Contents SCE Public

MH Table of Contents Standard Title/Scope Page Table of Contents SCE Public MH Table of Contents Standard Title/Scope MH 300 MH 310 MH 318 MH 320 MH 325 MH 330 MH 335 MH 340 MH 350 Manholes Requirements MH 300.1 Manholes Requirements...........................................

More information

SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES

SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES SECTION 01340 SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES PART 1 GENERAL 1.01 SUMMARY A. Section Includes: Shop drawings, manufacturer's catalog cuts, product data, samples, and attached Shop Drawing/ Catalog

More information

EECAD s MUST List. Requests for drawing numbers MUST be submitted via the EECAD job request form at

EECAD s MUST List. Requests for drawing numbers MUST be submitted via the EECAD job request form at Customers are required to follow certain criteria for all designs whether they are ultimately done in EECAD or by the customers themselves. These criteria, approved by EES Management, are listed below:

More information

Test Code: 8294 / Version 1

Test Code: 8294 / Version 1 Pennsylvania Customized Assessment Blueprint Test Code: 8294 / Version 1 Copyright 2014. All Rights Reserved. General Assessment Information Blueprint Contents General Assessment Information Written Assessment

More information

Scheduling, dimensioning, bending and cutting of steel reinforcement for concrete Specification

Scheduling, dimensioning, bending and cutting of steel reinforcement for concrete Specification BRITISH STANDARD BS 8666:2005 Incorporating Amendment No. 1 Scheduling, dimensioning, bending and cutting of steel reinforcement for concrete Specification ICS 77.140.15; 91:080.40 Committees responsible

More information

Erstantie 2, FIN Villähde Tel , Fax

Erstantie 2, FIN Villähde Tel , Fax www.anstar.eu 2 www.anstar.eu 3 CONTENTS Page 1 PRODUCT DESCRIPTION...4 2 MATERIALS AND STRUCTURE...4 2.1 PRODUCT RANGE...4 2.2 MATERIALS...4 2.3 MANUFACTURING...4 2.4 MANUFACTURING TOLERANCES...4 2.5

More information

Autodesk Architectural Desktop Functionality for the Autodesk Building Systems User

Autodesk Architectural Desktop Functionality for the Autodesk Building Systems User 11/28/2005-1:00 pm - 2:30 pm Room:N. Hemispheres (Salon A1) (Dolphin) Walt Disney World Swan and Dolphin Resort Orlando, Florida Autodesk Architectural Desktop Functionality for the Autodesk Building Systems

More information

UNIVERSITY OF ROCHESTER DESIGN STANDARDS FEBRUARY 29, 2012

UNIVERSITY OF ROCHESTER DESIGN STANDARDS FEBRUARY 29, 2012 SECTION 01950 - RECORD DRAWINGS & SPACE FLOOR PLANS 1.1 RECORD DRAWINGS MATERIAL AND FORMAT A. Definition 1. Final record drawings, or as-builts, are drawings, which are revised to reflect the changes

More information

SECTION CONTRACTOR SUBMITTALS. A. All submittals by the CONTRACTOR shall be submitted to the ENGINEER.

SECTION CONTRACTOR SUBMITTALS. A. All submittals by the CONTRACTOR shall be submitted to the ENGINEER. SECTION 01300 - PART 1 - GENERAL 1.1 GENERAL A. All submittals by the CONTRACTOR shall be submitted to the ENGINEER. B. Unless otherwise noted, within 14 days after the date of commencement as stated in

More information

Slope Floor. Measurement Methods

Slope Floor. Measurement Methods Slope Floor Measurement Methods Many chair installations are on sloped floors. Hussey Seating uses five different feet for floor mount chairs based on the degree of slope. The slope of the floor is a critical

More information

BHARAT HEAVY ELECTRICALS LIMITED TIRUCHIRAPALLI 620 014 QUALITY ASSURANCE SIP:NP:02 /02 PAGE : 1 Of 11 TRIAL ASSY OF COLUMNS, CEILING GIRDERS, MONORAIL & RUNWAY BEAMS REV. DATE PREPARED REVIEWED APPROVED

More information

The Microstation configuration must be set up with the correct CAD resource files as outlined in SPEC

The Microstation configuration must be set up with the correct CAD resource files as outlined in SPEC 1/7 1.0 PURPOSE This specification describes the procedure for working with the Vale Drawing Checker Utility. This utility checks the drawing for adherence to many mandatory Vale drawing standards and

More information

Reinforcing Mesh Product Guide

Reinforcing Mesh Product Guide Reinforcing Mesh Product Guide Reinforcing New Zealand since 1954 Super Ductile 500E & Hard Drawn NORTH ISLAND Fletcher Reinforcing supplies the reinforcing steel and mesh that provides the strength to

More information

PMA ONLINE TRAINING. Commercial Drawings. One Hour Continuing Education

PMA ONLINE TRAINING. Commercial Drawings. One Hour Continuing Education PMA ONLINE TRAINING Commercial Drawings One Hour Continuing Education PMA training disclaimer The information provided in this document is intended for use as a guideline and is not intended as, nor does

More information

SECTION SUBMITTAL PROCEDURES

SECTION SUBMITTAL PROCEDURES SECTION 013300 PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply

More information

SECTION STEEL LIGHTING STANDARDS. 1. Electrical conduit and fittings; Section

SECTION STEEL LIGHTING STANDARDS. 1. Electrical conduit and fittings; Section 02760-1 of 5 SECTION 02760 STEEL LIGHTING STANDARDS 02760.01 GENERAL A. Description Steel lighting standards shall include, but not necessarily be limited to, furnishing and installing steel lighting poles,

More information

TECHNICAL MANUAL. TERADOWEL and ULTRADOWEL. Reliable Dowel System for Floor Joints

TECHNICAL MANUAL. TERADOWEL and ULTRADOWEL. Reliable Dowel System for Floor Joints TECHNICAL MANUAL TERADOWEL and ULTRADOWEL Reliable Dowel System for Floor Joints Version: PEIKKO GROUP 11/2018 TERADOWEL and ULTRADOWEL Reliable Dowel System for Floor Joints Dowels manufactured from high

More information

CHAPTER 10 MICHIGAN DESIGN MANUAL BRIDGE DESIGN (SI) SHOP DRAWING REVIEW TYPES OF SHOP DRAWINGS Structural Steel

CHAPTER 10 MICHIGAN DESIGN MANUAL BRIDGE DESIGN (SI) SHOP DRAWING REVIEW TYPES OF SHOP DRAWINGS Structural Steel CHAPTER 10 SHOP DRAWING REVIEW 10.01 TYPES OF SHOP DRAWINGS 10.01.01 Structural Steel 10.01.02 Prestressed Concrete 10.01.03 Bearings 10.01.04 Metal Stay - In - Place Forms () 10.01.05 Expansion Joints

More information

BUILDING PLANS. BUILDING INSPECTIONS DEPARTMENT

BUILDING PLANS. BUILDING INSPECTIONS DEPARTMENT BUILDING PLANS BUILDING INSPECTIONS DEPARTMENT 507-537-6773 www.ci.marshall.mn.us This handout is intended only as a guide to the subject matter covered herein and is based in part on the 2015 Minnesota

More information

AMBICO Limited Section and WOOD BULLET RESISTANT DOORS AND FRAMES Page 1

AMBICO Limited Section and WOOD BULLET RESISTANT DOORS AND FRAMES Page 1 Page 1 This section includes AMBICO Bullet Resistant, Wood Doors and Bullet Resistant Steel Frames which meet the UL752 Standard for Bullet-Resisting Equipment. This section relies on both the Canadian

More information

A. Extent of structural precast concrete work is shown on drawings and in schedules.

A. Extent of structural precast concrete work is shown on drawings and in schedules. SECTION 03 41 00 - STRUCTURAL PRECAST CONCRETE PART 1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 specification

More information

PIP STF05121 Anchor Fabrication and Installation Into Concrete

PIP STF05121 Anchor Fabrication and Installation Into Concrete June 2017 Structural PIP STF05121 Anchor Fabrication and Installation Into Concrete PURPOSE AND USE OF PROCESS INDUSTRY PRACTICES In an effort to minimize the cost of process industry facilities, this

More information

Strengthened Technical-Vocational Education Program COURSE DESIGN

Strengthened Technical-Vocational Education Program COURSE DESIGN COURSE DESIGN COURSE TITLE : DRAFTING TECHNOLOGY NOMINAL DURATION : 1200 HOURS QUALIFICATION LEVEL : NC II COURSE DESCRIPTION : This course is designed to enhance the knowledge, skills, and positive attitudes

More information

Technical English -I 4 th week ENGINEERING DRAWING

Technical English -I 4 th week ENGINEERING DRAWING Technical English -I 4 th week ENGINEERING DRAWING What is engineering drawing? It is the art of representation of geometrical objects on a drawing sheet. An engineering drawing is used to fully and clearly

More information

CONCRETE ACCESSORIES BAR-LOCK REBAR COUPLER SYSTEM

CONCRETE ACCESSORIES BAR-LOCK REBAR COUPLER SYSTEM CONCRETE ACCESSORIES BAR-LOCK REBAR COUPLER SYSTEM quick and easy to install no special installation equipment high strength excellent for new construction and rehab projects Bar-Lock Coupler System* ICBO

More information

UCCS University Hall Fire Sprinkler System Upgrade March 1, 2011 RTA SECTION SUBMITTAL PROCEDURES PART 1 - GENERAL

UCCS University Hall Fire Sprinkler System Upgrade March 1, 2011 RTA SECTION SUBMITTAL PROCEDURES PART 1 - GENERAL SECTION 013300 - SUBMITTAL PROCEDURES PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification

More information

Flanged Dowel Box. Load Transfer System INDUSTRIAL SLAB ON GROUND

Flanged Dowel Box. Load Transfer System INDUSTRIAL SLAB ON GROUND Flanged Dowel Box INDUSTRIAL SLAB ON GROUND Designed for construction joints in Post Tension or large shrinkage specifications Large lateral movement and expansion capacity Eliminates the need to drill

More information

Created from more than 25 years of experience.

Created from more than 25 years of experience. Created from more than 25 years of experience. The OneLift by Oldcastle Precast, provides a standard turnkey submersible pump station product with the distinction of having a sole-source point of responsibility.

More information

Reinforcing Mesh Product Guide

Reinforcing Mesh Product Guide Reinforcing Mesh Product Guide Reinforcing New Zealand since 1954 Super Ductile 500E & Hard Drawn SOUTH ISLAND Fletcher Reinforcing supplies the reinforcing steel and mesh that provides the strength to

More information

submittals 1s e c t i o n

submittals 1s e c t i o n Architectural Woodwork Standards submittals 1s e c t i o n SECTION 1 introductory Information Introduction...25 What to Expect...25 Purpose...25 Level of Detail...25 Approvals...25 Scheduling...25 The

More information

Metal Fab 2017 Continuing Education. Field measuring tips & techniques

Metal Fab 2017 Continuing Education. Field measuring tips & techniques Metal Fab 2017 Continuing Education Field measuring tips & techniques Class objectives Things to be looking for when field measuring Seeing the field measure / design through the eyes of the fabricator,

More information

Precision Folding Technology

Precision Folding Technology Precision Folding Technology Industrial Origami, Inc. Summary Nearly every manufacturing process has experienced dramatic improvements in accuracy and productivity as well as declining cost over the last

More information

COLUMN 11/2013 LINEAR STRUCTURAL ELEMENT

COLUMN 11/2013 LINEAR STRUCTURAL ELEMENT 11/2013 LINEAR STRUCTURAL ELEMENT OÜ TMB Element produces linear structural elements with the product name column in conformity with the standard EVS-EN 13225 Precast concrete products. Linear structural

More information

Chapter 1 Overview of an Engineering Drawing

Chapter 1 Overview of an Engineering Drawing Chapter 1 Overview of an Engineering Drawing TOPICS Graphics language Engineering drawing Projection methods Orthographic projection Drawing standards TOPICS Traditional Drawing Tools Lettering Freehand

More information

Table of Contents. What's New in GRAITEC Advance BIM Designers 2018 R2 ADVANCE BIM DESIGNERS CONCRETE SERIES... 4

Table of Contents. What's New in GRAITEC Advance BIM Designers 2018 R2 ADVANCE BIM DESIGNERS CONCRETE SERIES... 4 What's New 2018 R2 Table of Contents ADVANCE BIM DESIGNERS CONCRETE SERIES... 4 REINFORCED CONCRETE FOOTING DESIGNER... 4 Multi-layer soil calculation... 4 Bottom Constructive Reinforcement... 5 REINFORCED

More information

UDS OVERVIEW Uniform Drawing System

UDS OVERVIEW Uniform Drawing System UDS OVERVIEW Uniform Drawing System The Construction Specifications Institute 601 Madison Street Alexandria, VA 1994 CSI began development of UDS Organization and presentation of drawing sets Organization

More information

Foundation Specifications for 5.6-Meter Modular Earth Station Antennas

Foundation Specifications for 5.6-Meter Modular Earth Station Antennas Installation Instructions Bulletin 237029 Foundation Specifications for 5.6-Meter Modular Earth Station Antennas Revision A Introduction This document specifies typical foundation characteristics, designs,

More information

UNION COUNTY VOCATIONAL-TECHNICAL SCHOOLS West Hall Addition Project Raritan Road, Scotch Plains, NJ

UNION COUNTY VOCATIONAL-TECHNICAL SCHOOLS West Hall Addition Project Raritan Road, Scotch Plains, NJ SECTION 013300 - SUBMITTAL PROCEDURES PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 General

More information

GRICE-TRIVERS JOINT VENTURE ARCHITECTS PAGE 1 PROJECT NO

GRICE-TRIVERS JOINT VENTURE ARCHITECTS PAGE 1 PROJECT NO PAGE PROJECT NO. 0-0 0 0 0 0 0 DATE: PROJECT: GATEWAY STEM ATHLETICE FIELD ALTERATIONS GATEWAY STEM HIGH SCHOOL - ST. LOUIS PUBLIC SCHOOLS 0 MCRTEE AVENUE ST. LOUIS, MISSOURI 0 TO BID DOCUMENTS DATED DECEMBER,

More information

SECTION WOOD DOORS

SECTION WOOD DOORS SECTION 08211 WOOD DOORS Notice to Vendors: CANV prefers to purchase products that contain tropical wood only if they are certified according to the guidelines of the Forest Stewardship Council (FSC).

More information

A. Section includes administrative provisions for coordinating construction operations on Project including, but not limited to, the following:

A. Section includes administrative provisions for coordinating construction operations on Project including, but not limited to, the following: SECTION 01 31 00 PROJECT MANAGEMENT AND COORDINATION PART 1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division

More information

SUBSTATION SECURITY WALL INSTALLATION MANUAL

SUBSTATION SECURITY WALL INSTALLATION MANUAL SUBSTATION SECURITY WALL INSTALLATION MANUAL JULY 26, 2016 OLDCASTLE PRECAST, INC. 3000 New McEver Rd, Acworth, Ga 30101 Substation Security Wall Installation Manual This Installation Manual is intended

More information

SECTION CHAIN LINK FENCING AND GATES AND SOFTBALL BACKSTOP

SECTION CHAIN LINK FENCING AND GATES AND SOFTBALL BACKSTOP 1 1 1 0 1 0 1 0 1 SECTION 1 1 CHAIN LINK FENCING AND GATES AND SOFTBALL BACKSTOP BASED ON DFD MASTER SPECIFICATION DATED /01/ P A R T 1 - G E N E R A L SCOPE The work under this section shall consist of

More information