COMPLETE REVISION October Process Industry Practices Structural. PIP STI03310 Concrete General Notes and Typical Details
|
|
- Rosanna Moore
- 7 years ago
- Views:
Transcription
1 COMPLETE REVISION October 2011 Process Industry Practices Structural PIP STI03310 Concrete General Notes and Typical Details
2 PURPOSE AND USE OF PROCESS INDUSTRY PRACTICES In an effort to minimize the cost of process industry facilities, this Practice has been prepared from the technical requirements in the existing standards of major industrial users, contractors, or standards organizations. By harmonizing these technical requirements into a single set of Practices, administrative, application, and engineering costs to both the purchaser and the manufacturer should be reduced. While this Practice is expected to incorporate the majority of requirements of most users, individual applications may involve requirements that will be appended to and take precedence over this Practice. Determinations concerning fitness for purpose and particular matters or application of the Practice to particular project or engineering situations should not be made solely on information contained in these materials. The use of trade names from time to time should not be viewed as an expression of preference but rather recognized as normal usage in the trade. Other brands having the same specifications are equally correct and may be substituted for those named. All Practices or guidelines are intended to be consistent with applicable laws and regulations including OSHA requirements. To the extent these Practices or guidelines should conflict with OSHA or other applicable laws or regulations, such laws or regulations must be followed. Consult an appropriate professional before applying or acting on any material contained in or suggested by the Practice. This Practice is subject to revision at any time. Process Industry Practices (PIP), Construction Industry Institute, The University of Texas at Austin, 3925 West Braker Lane (R4500), Austin, Texas PIP member companies and subscribers may copy this Practice for their internal use. Changes or modifications of any kind are not permitted within any PIP Practice without the express written authorization of PIP. Authorized Users may attach addenda or overlays to clearly indicate modifications or exceptions to specific sections of PIP Practices. Authorized Users may provide their clients, suppliers and contractors with copies of the Practice solely for Authorized Users purposes. These purposes include but are not limited to the procurement process (e.g., as attachments to requests for quotation/ purchase orders or requests for proposals/contracts) and preparation and issue of design engineering deliverables for use on a specific project by Authorized User s client. PIP s copyright notices must be clearly indicated and unequivocally incorporated in documents where an Authorized User desires to provide any third party with copies of the Practice. PRINTING HISTORY June 2005 Issued October 2011 Complete Revision Not printed with State funds
3 COMPLETE REVISION October 2011 Process Industry Practices Structural PIP STI03310 Concrete General Notes and Typical Details Table of Contents 1. Introduction Purpose Scope References Process Industry Practices Industry Codes and Standards Definitions Abbreviations... 3 STI Foundation Details - Reinforcing Clearances and Tie Spacing STI to 09 - Reserved STI Structural Details - Tie/Stirrup Locations and Clearances STI to 19 - Reserved STI Miscellaneous Details Grating Ledger and Curb Angles STI Miscellaneous Details Floor Plate Ledger and Curb Angles STI Miscellaneous Details Bolted Plate Curb Angles Drawings STI Concrete General Notes STI Foundation Details - Grating Ledger and Curb Angles Ladder Pad at Paved Area STI Foundation Details - Floor Plate Ledger and Curb Angles Ladder Pad at Grade STI Foundation Details - Bolted Plate Curb Angles Stair Pad at Paved Area STI Foundation Details - Stair Pad at Grade STI Foundation Details - Octagon Foundation Drain Process Industry Practices Page 1 of 3
4 PIP STI03310 COMPLETE REVISION Concrete General Notes and Typical Details October Introduction 1.1 Purpose This Practice provides concrete general notes and typical details for use in conjunction with design drawings and project specifications. 1.2 Scope 2. References This Practice provides typical details for concrete pads for ladders and stairs, octagon foundation drains, ledger and curb angles for grating and floor plate; and describes clearances and spacing requirements for reinforcing steel for foundations and structural columns and beams. General concrete notes are provided to supplement the requirements shown on design drawings and project specifications. Abbreviations commonly used on design drawings are also listed in this Practice. Applicable parts of the following Practices and industry codes and standards shall be considered an integral part of this Practice. The edition in effect on the date of contract award shall be used, except as otherwise noted. Short titles will be used herein where appropriate. 2.1 Process Industry Practices (PIP) PIP STF Fabrication and Installation of Anchor Bolts PIP STF Fixed Ladders and Cages Fabrication Details PIP STF Fixed Industrial Stairs PIP STS Plain and Reinforced Concrete Specification PIP STS Nonshrink Cementitious Grout Specification PIP STS Epoxy Grout Specification PIP STS05120 Structural and Miscellaneous Steel Fabrication Specification 2.2 Industry Codes and Standards American Concrete Institute (ACI) ACI 301- Specification for Structural Concrete ACI 301M - Specification for Structural Concrete (Metric) ACI SP-66 - ACI Detailing Manual ASTM International (ASTM) ASTM A36/A36M - Standard Specification for Carbon Structural Steel ASTM A123/A123M - Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products ASTM A185/A185M - Standard Specification for Steel Welded Wire Reinforcement, Plain, for Concrete Process Industry Practices Page 2 of 3
5 PIP STI03310 COMPLETE REVISION Concrete General Notes and Typical Details October Definitions ASTM A615/A615M - Standard Specification for Deformed and Plain Carbon- Steel Bars for Concrete Reinforcement American Welding Society AWS D1.1/D1.1M - Structural Welding Code Steel contract documents: Any and all documents, including codes, studies, design drawings, specifications, sketches, practices, and data sheets, that the purchaser has transmitted or otherwise communicated, either by incorporation or reference, and made part of the legal contract agreement or purchase order between the purchaser and the installer. 4. Abbreviations Abbreviations commonly used on design drawings are listed in Table 1. Table 1. Typical Concrete Details Abbreviations AB = ANCHOR BOLT GALV = GALVANIZED REQD = REQUIRED B = BOTTOM HP = HIGH POINT SCH = SCHEDULE BC = BOLT CIRCLE HORIZ = HORIZONTAL SIM = SIMILAR BOT = BOTTOM ID = INSIDE DIAMETER SPA = SPACE OR SPACES BO = BOTTOM OF L = LENGTH SPCD = SPACED C/C = CENTER TO CENTER LG = LONG SPCG = SPACING CL = CENTERLINE LOC = LOCATION SPEC = SPECIFICATION CLR = CLEAR OR CLEARANCE LP = LOW POINT STD = STANDARD COL = COLUMN MAX = MAXIMUM SUCT = SUCTION CONC = CONCRETE MES = MISCELLANEOUS ELECTRICAL SUPPORT SUPT = SUPPORT CONST = CONSTRUCTION MFG = MANUFACTURER SYMM = SYMETRICAL CONT = CONTINUOUS MIN = MINIMUM T = TOP CTRD = CENTERED MISC = MISCELLANEOUS THD = THREAD DET = DETAIL MPS = MISCELLANEOUS PIPE SUPPORT THK = THICK DIA = DIAMETER MS = MISCELLANEOUS SUPPORT T.O. = TOP OF DISCH = DISCHARGE N = NUMBER TOC = TOP OF CONCRETE DWL = DOWEL NF = NEAR FACE TOG = TOP OF GROUT DWG = DRAWING NO. = NUMBER TYP = TYPICAL EA = EACH NS = NEAR SIDE UON = UNLESS OTHERWISE NOTED EF = EACH FACE NTD = NOTED VERT = VERTICAL EL = ELEVATION (HEIGHT) NTS = NOT TO SCALE W/ = WITH ELEV = ELEVATION VIEW OC = ON CENTER W/O = WITHOUT EQ = EQUAL OR EQUALLY OD = OUTSIDE DIAMETER WP = WORK POINT EW = EACH WAY OPNG = OPENING WWF = WELDED WIRE FABRIC EXIST = EXISTING OPP = = AT FDN = FOUNDATION P = PROJECTION C = CENTERLINE FF = FAR FACE PL = PLATE O = DIAMETER FIN = FINISH FS = FAR SIDE FTG = FOOTING GA = GAUGE OR GAGE PROJ = PROJECTION RAD = RADIUS REF = REFERENCE REINF = REINFORCING Process Industry Practices Page 3 of 3
6
7
8
9
10
11
12
13
14
15
16
REINFORCING STEEL NOTES: 1. REINFORCING SHALL BE CONTINUOUS THROUGH CONSTRUCTION JOINTS UNLESS SHOWN OTHERWISE.
BAR SIZE 3 4 5 6 7 8 9 10 11 REINFORCEMENT EMBEDMENT AND SPLICE TABLES - 4000 PSI BASIC TABLE MINIMUM EMBEDMENT LENGTH, INCHES MINIMUM LAP LENGTH INCHES FACE OF CONCRETE ALTERNATE TABLE MINIMUM EMBEDMENT
More informationCALCULATION & DRAFTING STANDARDS MANUAL PROCEDURE: C&D 515 Bill of Materials Standard REV 0.0 5/6/04
BROWN MINNEAPOLIS TANK PAGE 1 OF 7 PURPOSE: Create and Drawing Uniformity Create, explain, and establish a standard bill of materials to be placed on every drawing (except the overall tank elevation and
More informationTECHNICAL REVISION May 2013. Process Industry Practices Piping. PIP PNCM0002 Piping Material Specifications Line Class Index
May 2013 Process Industry Practices Piping Piping Specifications Line Index PURPOSE AND USE OF PROCESS INDUSTRY PRACTICES In an effort to minimize the cost of process industry facilities, this Practice
More informationATLANTA MODEL SPECIFICATIONS
ATLANTA MODEL 50 SPECIFICATIONS Dimensions: Roof Dimensions (point to point) 50-0 Column Dimensions (out to out of columns) 44-0 Eave Height 8-0 Roof Height @ Peak ±21-8⅞ Hip Roof 6:12 pitch Square Feet
More informationSample - No Commercial Use
COMPLETE REVISION October 2010 Electrical PIP ELSSG01 Design and Fabrication of Low-Voltage Metal-Enclosed AC Power Circuit Breaker Switchgear PURPOSE AND USE OF PROCESS INDUSTRY PRACTICES In an effort
More informationDENVER MODEL 30 X 30 SPECIFICATIONS
DENVER MODEL 30 X 30 SPECIFICATIONS Dimensions: Roof Dimensions 30-0 x 30-0 (4) Columns (Center to Center) 25-6½ x 25-6½ Minimum Clearance 8-0 Roof Height @ Peak Dependent on Col. Ht. Hip Roof 4:12 pitch
More informationSports and High Mast Lighting Poles Phone: (866) 474-7200 Fax: (817) 924-7049
Sports and High Mast Lighting Poles 4 High Mast Lighting Poles General American LitePole offers a raising and lowering system that allows for ease of maintaining the lighting system at ground level. Ideal
More informationSECTION 02630 STORM DRAINAGE SYSTEM
SECTION 02630 PART 1 - GENERAL 1.01 DESCRIPTION A. Section includes specifications for storm drainage systems including modifications and connections to existing storm drainage systems. 1.02 REFERENCE
More informationCOLORADO MODEL. 35 x 65 SPECIFICATIONS
COLORADO MODEL 35 x 65 SPECIFICATIONS Dimensions: Roof Dimensions 35-0 x 65-0 Column Dimensions (center to center) 31-0 x 30-6 Minimum Clearance 14-0 Roof Height @ Peak ±18-8 Curved Roof ±42-6 radius Square
More informationSECTION 15076 CEMENT-MORTAR LINED AND COATED STEEL PIPE
SECTION 15076 CEMENT-MORTAR LINED AND COATED (CML&C) STEEL PIPE PART 1 GENERAL 1.01 DESCRIPTION This section designates the requirements for steel pipe fabrication, test in shop, installation of steel
More information1.02 SYSTEM DESCRIPTION
1 OF 7 MODULAR MEZZANINES GUIDE SPECIFICATIONS FOR PART 1 - GENERAL 1.01 RELATED WORK A. SECTION 03 30 00: Cast in Place Concrete (and Concrete Finishing) 1. The area where mezzanine is installed shall
More informationThe Keep It Simple, Steel (KISS) Standard
The Keep It Simple, Steel (KISS) Standard A standard Electronic Data Interchange (EDI) format for the exchange of Bill of Material (BOM) information within the steel fabrication industry Updated in March
More informationSuperform Products Ltd.
TYPICAL CORNER REINFORCING NOTE : SEE ENGINEERED REBAR SCHEDULES SUPPLIED BY THE MANUFACTURER STEEL REINFORCEMENT WALL CORNER 90 Copyright 2012 Sept. 2012 5.1.1 Rebar Spacing 6" 12" Max. Load LB./FT. 2000
More informationSUPPLEMENTAL TECHNICAL SPECIFICATIONS BI-DIRECTIONAL STATIC LOAD TESTING OF DRILLED SHAFTS
July 14, 2015 1.0 GENERAL BI-DIRECTIONAL STATIC LOAD TESTING OF DRILLED SHAFTS This work shall consist of furnishing all materials, equipment, labor, and incidentals necessary for conducting bi-directional
More informationSECTION 11014 WINDOW WASHING SYSTEMS
SECTION 11014 WINDOW WASHING SYSTEMS PART 1 - GENERAL 1.1 SUMMARY A. Section includes, but is not limited to, design and furnishing portable davits, davit sleeves, dvit bases, four (4) removable outriggers,
More informationCHAIN-LINK FENCES BID SPECIFICATIONS DESCRIPTION
CHAIN-LINK FENCES BID SPECIFICATIONS DESCRIPTION 1 This item shall consist of furnishing and erecting Chain-Link fence in accordance with these specifications and the details shown on the plans and in
More informationMEZZANINE SPECIFICATIONS PART 1 GENERAL 1.1 SCOPE 1.2 APPROVED MANUFACTURER 1.3 REGULATORY ORGANIZATIONS AND GROUPS 1.4 QUALITY ASSURANCE
MEZZANINE SPECIFICATIONS PART 1 GENERAL 1.1 SCOPE This specification is intended to describe the general requirements applicable to a proper structural mezzanine design. In addition, it is to serve as
More informationMAST ARMS & POLES. Ornamental Pole Top & Bases
Ornamental Pole Top & Bases Pelco s decorative pole top and bases help make the traffic signal aesthetically pleasing to the eye. Available for various pole diameters and multiple finish options. Ornamental
More informationHIGH TENSION CABLE BARRIER
Special Provision September 11, 2006 SECTION 02845 S HIGH TENSION CABLE BARRIER PART 1 GENERAL 1.1 SECTION INCLUDES A. Cable barrier materials and installation procedures. 1.2 RELATED SECTIONS A. Section
More informationCOMPLETE REVISION May 2006. Process Industry Practices Piping. PIP PNCM0002 Piping Material Specifications Line Class Index
Piping Piping Specifications Line Index PURPOSE AND USE OF PROCESS INDUSTRY PRACTICES In an effort to minimize the cost of process industry facilities, this Practice has been prepared from the technical
More informationFY11 Sanitary Sewer Main Rehab and Point Repair Bid Tabulation
644-10-569 Page 1 of 9 1 FOR CLEANING AND TELEVISING EXISTING SEWERS, AS SPECIFIED, ANY REQUIRED CLEANING, ANY LOCATION, ANY LENGTH OF SEWER, COMPLETE IN PLACE, FOR VARIOUS PIPE DIAMETERS. A. EXISTING
More informationSECTION 15140 - PIPE HANGERS AND SUPPORTS
Part I - GENERAL 1.01 SECTION INCLUDES A. The work covered under this section consists of the furnishing of all necessary labor, supervision, materials, equipment, and services to completely execute the
More informationTABLE OF CONTENTS. Roof Decks 172 B, BA, BV Deck N, NA Deck. Form Decks 174.6 FD,.6 FDV Deck 1.0 FD, 1.0 FDV Deck 1.5 FD Deck 2.0 FD Deck 3.
Pages identified with the NMBS Logo as shown above, have been produced by NMBS to assist specifiers and consumers in the application of New Millennium Building Systems Deck products. Pages identified with
More informationResidential Deck Safety, Construction, and Repair
Juneau Permit Center, 4 th Floor Marine View Center, (907)586-0770 This handout is designed to help you build your deck to comply with the 2006 International Residential Building code as modified by the
More informationWILDCAT CANYON ROAD SPECIFICATION NO. 16-11001 SLIDE REPAIR BIDDER'S PROPOSAL (continued)
BIDDER'S PROPOSAL (continued) Item Estimated No. Description Quantity Unit Unit Cost Total Cost BASE BID 1 Traffic Control 1 LS $ $ 2 Construction Area Signs 1 LS $ $ 3 Excavation Safety 1 LS $ $ 4 Reset
More informationChapter 3 Pre-Installation, Foundations and Piers
Chapter 3 Pre-Installation, Foundations and Piers 3-1 Pre-Installation Establishes the minimum requirements for the siting, design, materials, access, and installation of manufactured dwellings, accessory
More informationStorm Drainage Systems 11.9-1
Storm Drainage Systems 11.9-1 11.9 Gutter Flow Calculations 11.9.1 Introduction Gutter flow calculations are necessary in order to relate the quantity of flow (Q) in the curbed channel to the spread of
More informationTORO STEEL BUILDINGS. BOLTS: o - 0.635" diam. x - 0.75 " diam. x - 1.00 " diam. C.J. - Control Joints to minimize cracking.(0.
100 ' 0 " out to out of steel C 1 ' 3.25 " B Keep This Distance 37 ' 5.5 " ll sections and bolts have been blown up for clarification of placement. They are to be centered as much as possible on pier.
More informationCITY OF SAN ANTONIO. Issued By: Transportation and Capital Improvements Date Issued: February 10, 2016 ID NO.: 23-01472-05-03
CITY OF SAN ANTONIO Issued By: Transportation and Capital Improvements Date Issued: February 10, 2016 ID NO.: 23-01472-05-03 (010) FORMAL INVITATION FOR BIDS (IFB) to CONTRACT 2016-2017 TASK ORDER CONTRACT
More informationBEST MANAGEMENT STANDARDS FOR FOUNDATION REPAIR
BEST MANAGEMENT STANDARDS FOR FOUNDATION REPAIR MARCH 00 REVISED JANUARY 8, 008 Prepared in cooperation with the Building Inspectors Association of Southeastern Wisconsin www.biasew.org. /6/00 rev. 0/08/008
More informationProject : CONSTRUCTION OF BUILDING(including electrical and plumbing works) FOR NATIONAL CENTRE FOR SUSTAINABLE COASTAL MANAGEMENT,CHENNAI
Project : CONSTRUCTION OF BUILDING(including electrical and plumbing works) FOR NATIONAL CENTRE FOR SUSTAINABLE COASTAL MANAGEMENT,CHENNAI TENDER CLARIFICATIONS- no 3 dated 3rd Oct 13 issued in response
More informationAIRPORT SECURITY FENCING. A. American Society for Testing and Materials (ASTM):
SECTION 02832 AIRPORT SECURITY FENCING PART 1-GENERAL 1.1 SUMMARY A. Section includes: Construct airport security chain-link fence and gate at specified areas and conforming lines, grades, details indicated
More informationSECTION 02400 - STORM DRAIN SYSTEM
SECTION 02400 - STORM DRAIN SYSTEM CONTENTS: Part 1 - General... 1 1.01 Work Included... 1 1.02 Related Requirements... 1 1.03 Reference Standards... 1 1.04 Quality Assurance... 1 1.05 Measurement And
More informationTechnical Assignment 2 TABLE OF CONTENTS
2 TABLE OF CONTENTS Executive Summary...3 Introduction..5 Gravity Loads......6 Design Codes......7 Materials..8 Existing Structural System.. 10 Existing Floor System 15 Alternate Floor Framing Systems...17
More informationDetailing of Reinforcment in Concrete Structures
Chapter 8 Detailing of Reinforcment in Concrete Structures 8.1 Scope Provisions of Sec. 8.1 and 8.2 of Chapter 8 shall apply for detailing of reinforcement in reinforced concrete members, in general. For
More informationHow to secure your property after a disaster
How to secure your property after a disaster The Red Guide to Recovery HOuse secured properly Board-Up of Windows, Doors and Roof Hole. Lot secured with Perimeter Fencing. Fires, floods, tornadoes, hurricanes,
More informationSTANDARD SPECIFICATIONS FOR PRIVATE BUILDING SEWER LINES IN PUBLIC RIGHT-OF-WAY
STANDARD SPECIFICATIONS FOR PRIVATE BUILDING SEWER LINES IN PUBLIC RIGHT-OF-WAY Approved and adopted as Official Document Number 800576 this 10th day of December, 1980 Donald R. Boyd, P.E., Director Water
More informationROOF DRAINS TABLE OF CONTENTS
Pictorial Index Product Recommendations Roof Drain Selection Factors Sizing Placement Material & Characteristics Pipe Connection Commonly Specified Options Typical Installations TABLE OF CONTENTS ROOF
More informationSECTION 15410 GROUND WATER STORAGE TANKS
SECTION 15410 GROUND WATER STORAGE TANKS PART 1 GENERAL.01 SCOPE A. Section Includes Requirements for designing, fabricating, and erecting a welded steel ground storage tank..02 SYSTEM DESCRIPTION A. Design
More informationA. The shade structure contractor shall be responsible for the design, engineering, fabrication, and supply of the work specified herein.
13310 FABRIC SHADE STRUCTURES FOR PLAYGROUND AREAS ************************************************************************************************************************ SPECIFIER: CSI Master Format
More informationEberl Iron Works, Inc.
Eberl Iron Works, Inc. Order Form Manual for Stair Pans, Stair Treads and Bent Plate NEW: VISIT US ONLINE AT WWW.STAIRPANS.COM Eberl Iron Works, Inc. 128 Sycamore St. Buffalo, NY 14204 Ph: 716-854-7633,
More informationFRAME PROFILE MASONRY METAL DOOR FRAME FLUSH MASONRY KD MITER CORNER JOINT. #8 Screw (MS002485) Required on all fire rated KD frames. Bend Tabs.
FRAME PROFILE MASONRY FLUSH MASONRY KD MITER CORNER JOINT Bend Tabs Head #8 Screw (MS002485) Required on all fire rated KD frames Corner Assembly 2" (50.8) Head Jamb Head Break Away Corner Clip Spot Welds
More informationTARIFF CODE and updates standard
TARIFF CODE and updates standard No HS CODE AHTN CODE PRODUCT DESCRIPTION PRODUCT TYPE STANDARDS IDENTIFIED 7207 Semi finished products of iron or non alloy steel Containing by weight less than 0.25% of
More informationPIPING DRAWINGS BASICS N.P.TODKAR
PIPING DRAWINGS BASICS N.P.TODKAR There are two types of views used in the piping drawings: a) Orthographic- Plans and Elevations b) Pictorial - Isometric Views Piping layout is developed in both plan
More informationResidential Decks. Planning and Development Services Department
Building Safety Division 8500 Santa Fe Drive Overland Park, KS 66212 (913) 895-6225 Fax (913) 895-5016 Email: permitservices@opkansas.org Planning and Development Services Department Residential Decks
More informationAIR RELEASE, CLEANOUT, AND SEWER MANHOLES
AIR RELEASE, CLEANOUT, AND SEWER MANHOLES **From Hartford IM BLDG(10) DESCRIPTION. This work shall consist of the construction of air release, cleanout, and sanitary sewer manholes; and the furnishing
More informationEmbedded Parts Introduction - Anchors
In the plant construction or process plants such as chemical, petrochemical, gas or power plants various disciplines are brought into contact and built on each other. Civil, mechanical, electro technical
More informationPTS HELICAL PIERS INSTALLATION SPECIFICATIONS NOTICE
FORM A PTS HELICAL PIERS INSTALLATION SPECIFICATIONS NOTICE The following suggested specifications are written as a guide to assist the specifier in writing his own specifications. Specific circumstances
More informationStandard details forming part of this Specification include the following drawings:
Page 1 of 16 1.0 GENERAL This specification covers all concreting operations related to: a) construction of new cast-in-place traffic signal and controller concrete foundations; b) construction of concrete
More informationFY08 SEWER POINT REPAIRS BID TABULATION
6-07-831 Page 1 of 12 1 FOR CLEANING AND TELEVISING EXISTING SEWERS, AS SPECIFIED, ANY REQUIRED CLEANING, ANY LOCATION, ANY LENGTH OF SEWER, COMPLETE IN PLACE, FOR VARIOUS PIPE DIAMETERS. A. EXISTING "
More informationCOMMONLY USED RESIDENTIAL BUILDING CODES
COMMONLY USED RESIDENTIAL BUILDING CODES INTERNATIONAL RESIDENTIAL CODE (2009) form revised 5/10 FOUNDATION 1. DESIGN OF FORMWORK. Section 1906.1 IBC 2009, Section R404.1.2.3.6 IRC 2009, ACI 318 Section
More informationSECTION 05 42 16 COLD-FORMED METAL DECK FRAMING Elevations Steel Deck Framing by Trex
(Specifier Note: The purpose of this guide specification is to assist the specifier in correctly specifying cold-formed metal deck framing products and execution. The specifier needs to edit the guide
More informationRESIDENTIAL FOUNDATION GUIDELINE Johnson County, KS
RESIDENTIAL FOUNDATION GUIDELINE Johnson County, KS Johnson County Building Officials Association January 2008 Residential Foundation Guideline Foundation designs for one-and two-family dwellings may use
More information2006-2008 MHD BRIDGE SECTION WEIGHTED AVERAGE UNIT PRICES GUIDELINES FOR THE USE OF THE WEIGHTED AVERAGE UNIT PRICE TABULATION SHEETS
2006-2008 MHD BRIDGE SECTION WEIGHTED AVERAGE UNIT PRICES GUIDELINES FOR THE USE OF THE WEIGHTED AVERAGE UNIT PRICE TABULATION SHEETS GENERAL 10/16/2008 The listed average unit prices are based on the
More informationSECTION 03300 CAST-IN-PLACE CONCRETE
SECTION 03300 PART 1 GENERAL 1.01 DESCRIPTION This section describes materials and methods for formwork, reinforcement, mixing, placement, curing and repairs of concrete, and the use of cementations materials
More informationChapter. Restoration of Damaged Structures
5 Chapter Restoration of Damaged Structures Bringing back a damaged structure to its pre-earthquake state and original strength is called restoration. This is the first step of building rehabilitation.
More informationUncovered Decks & Porches
Uncovered Decks & Porches Building Guides for Homeowners Why Do I need a Permit? D I D Y O U K N O W? As owner-builder you are the responsible party of record on such a permit. If your work is being performed
More informationBLADDER SURGE CONTROL SYSTEM
PART I GENERAL 1.01 Description BLADDER SURGE CONTROL SYSTEM This specification describes the requirements for a Bladder Surge Control System. The purpose of the system is to minimize transient pressures
More informationWOODLAWN VISITOR CENTER Woodlawn Cultural Special Park Sandy Spring, MD
WOODLAWN VISITOR CENTER Sandy Spring, MD SITE AERIAL, DRAWN BY MICHE BOOZ ABBREVIATIONS USED IN DWG PACKAGE ACOUST. ADJ. AFF., A.F.F. ALUM. ASS'Y ATT. BETW. BLG.,BLDG. BOTT. BRKT. BULKHD. CLG. CLR. CMU
More informationCustom 30 x 20-8 Garage Plan Plan #g233 By SDS-CAD Specialized Design Systems
P O Box 34 Mendon, Utah Custom 30 x 20-8 Garage Plan Plan #g233 By Page 1 Title Page Page 2 Main Floor Plan Page 3 Foundation Plan Page 4 Elevation Views Page 5 Framing and Details Page 6 Typical Section
More informationINDICATOR POST STYLE 2945 A TELESCOPING BARREL ASSEMBLY UL AND FM APPROVED
INDICATOR POST STYLE 2945 A TELESCOPING BARREL ASSEMBLY UL AND FM APPROVED Available in Sizes B C D E See Page 6 for Dimensions Kennedy Valve/Indicator Posts 17-1 INDICATOR POST STYLE 2945 A TELESCOPING
More informationMERCHANTS METALS SECTION 32 31 13 ARMORLINK ALUMINIZED CHAIN LINK FENCE AND GATES 2014!
MERCHANTS METALS SECTION 32 31 13 ARMORLINK ALUMINIZED CHAIN LINK FENCE AND GATES 2014 PART 1 GENERAL 1.1 RELATED DOCUMENTS A. DIVISION 01 - GENERAL REQUIREMENTS: Drawings, quality, product and performance
More informationTECHNICAL MEMORANDUM SUMMARY REPORT:
Texas Transportation Institute The Texas A&M University System 3135 TAMU College Station, TX 77843-3135 979-845-6375 Fax: 979-845-6107 http://tti.tamu.edu TECHNICAL MEMORANDUM Contract No.: T4541-AO Test
More informationSECTION 16402 UNDERGROUND ELECTRIC SERVICE
SECTION 16402 UNDERGROUND ELECTRIC SERVICE PART 1 GENERAL 1.1 SUMMARY A. Description of System 1. Furnish all labor, materials, and equipment for below grade work external to buildings as required, and
More informationDuring severe flood events, such as those
Recommended Practice for Home Heating Oil Tank Flood Resistance During severe flood events, such as those occurring from Hurricane Irene and Super- Storm Sandy, many coastal and low elevation inland areas
More informationPage 1 of 18 28.4.2008 Sven Alexander Last revised 1.3.2010. SB-Produksjon STATICAL CALCULATIONS FOR BCC 250
Page 1 of 18 CONTENT PART 1 BASIC ASSUMPTIONS PAGE 1.1 General 1. Standards 1.3 Loads 1. Qualities PART ANCHORAGE OF THE UNITS.1 Beam unit equilibrium 3. Beam unit anchorage in front..1 Check of capacity..
More informationDesign of Commercial/Industrial Guardrail Systems for Fall Protection
Design of Commercial/Industrial Guardrail Systems for Fall Protection Course No: S02-016 Credit: 2 PDH Brian McCaffrey, P.E. Continuing Education and Development, Inc. 9 Greyridge Farm Court Stony Point,
More informationWisconsin Building Products Evaluation
Safety & Buildings Division 201 West Washington Avenue P.O. Box 2658 Madison, WI 53701-2658 Evaluation # 200813-O Wisconsin Building Products Evaluation Material Best Management Standards for Foundation
More information3M Mobile SkyWalk Series Horizontal Lifeline Product Return Form
3M Mobile SkyWalk Series Horizontal Lifeline Product Return Form THIS FULLY COMPLETED DOCUMENT MUST BE INCLUDED WITH EACH RETURN SHIPMENT IN ORDER FOR CREDIT TO BE ISSUED. ALL CREDITS WILL BE ISSUED TO
More informationSECTION 1 GENERAL REQUIREMENTS
Page 1 of 6 SECTION 1 GENERAL REQUIREMENTS 1. SCOPE OF WORK: The work to be performed under the provisions of these documents and the contract based thereon includes furnishing all labor, equipment, materials,
More informationHANDRAIL STANDARDS HANDRAILS AXESS LADDER SYSTEM KICK FLAT SYSTEM OPEN FLOORING
ENGINEERING LTD. HANDRAIL STANDARDS HANDRAILS AXESS LADDER SYSTEM KICK FLAT SYSTEM OPEN FLOORING Member of PF Group Guardrail Engineering Limited Manders Industrial Estate Old Heath Road Wolverhampton
More informationNCMA TEK CONCRETE MASONRY FOUNDATION WALL DETAILS. TEK 5-3A Details (2003)
NCMA TEK National Concrete Masonry Association an information series from the national authority on concrete masonry technology CONCRETE MASONRY FOUNDATION WALL DETAILS TEK 5-3A Details (2003) Keywords:
More informationsecurity products metric sizes Redefine your comfort zone. www.titus-hvac.com
metric sizes secure lethal objects monitoring areas suicide deterrent Redefine your comfort zone. www.titus-hvac.com humid areas prevents corrosion minimum security medium security maximum security Table
More information60.12. Depend-O-Lok FxE Expansion Coupling. System No. Submitted By Spec Sect Para Location Date Approved Date. DEPEND-O-LOK FxE EXPANSION COUPLING
60.1 D-O-L FxE expansion couplings are a bolted, split-sleeve design that provides for expansion and contraction at the coupled joint. These couplings are furnished with restraint rings that, when affixed
More informationPressure Vessel Assessment Report
Project Information Client: Total Energy Location: Blackwell OK Date: 7/23/2013 Contact: Integrity Mgmt. Advisor: Chuck Easterbrooks - API 510 #2212 Cc: API / UT Inspector: Robert Van Pelt-API 510# 40899
More informationWastewater Capital Projects Management Standard Construction Specification
CITY AND COUNTY OF DENVER ENGINEERING DIVISION Wastewater Capital Projects Management Standard Construction Specification 10.1 Precast Concrete Pipe 10.1.1 General This section covers material requirements,
More informationThermo-Flo Basement Waterproofing System. B-Dry System, Inc. 455 South 4th Street, Suite 350 Louisville, KY 40202
DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT Housing - Federal Housing Commissioner Series and Series Number: MATERIALS RELEASE NO: (Supersedes issue dated May 23, 2007) 1199g TO: DIRECTORS, SINGLE FAMILY
More informationTelescoping Post Indicator Wall Post KENNEDY VALVE ISO 9000 ISO 14001
Telescoping Post Indicator Wall Post KENNEDY VALVE ISO 9000 ISO 14001 Telescoping Post Indicator 2945 A 1" SQUARE STEM 9" MAX. = 10" MIN. = 7" FIELD ADJUSTMENT INSTRUCTIONS 1. Remove the top section from
More informationSTANDARD SPECIFICATIONS SECTION 05500 METAL FABRICATIONS
STANDARD SPECIFICATIONS SECTION 05500 METAL FABRICATIONS PART 1 GENERAL 1.1 DESCRIPTION A. Section includes requirements for providing metal fabricated items like castings, gratings, hatchways, ladders,
More informationFOOTING DESIGN EXAMPLE
County: Any Design: BRG Date: 10/007 Hwy: Any Ck Dsn: BRG Date: 10/007 FOOTING DESIGN EXAMPLE Design: Based on AASHTO LRFD 007 Specifications, TxDOT LRFD Bridge Design Manual, and TxDOT Project 0-4371
More informationHilti, Inc. 5400 South 122 nd East Avenue Tulsa, OK 74146. 1-800-879-8000 www.hilti.com
Attached are page(s) from the 2014 Hilti North American Product Tech Guide. For complete details on this product, including data development, product specifications, general suitability, installation,
More informationSimplified Steel Stair Design for Commercial and Institutional Buildings
Simplified Steel Stair Design for Commercial and Institutional Buildings Collaborating with steel stair fabricators during the design of commercial and institutional buildings promotes integrated practice
More informationDock Hardware & Accessory Products Catalog
Dock Hardware & Accessory Products Catalog Product Page # Product Page # Angle Brackets/Clips 8 Back Up Plate 5 Backing Plate/Hurricane Stop 10 Carriage Bolt Sets 4 Chain Retainer 10 Connector Pin Set
More informationCCU Engineering Specifications. Section 003300 PRECAST CONCRETE PRODUCTS
CCU Engineering Specifications Section 003300 Effective Date: Nov. 1st, 2011 Page 1 of 5 PRECAST CONCRETE PRODUCTS PART 1 - GENERAL The following specification is intended for use for the design, selection
More informationGuidelines for Earthquake Bracing of Residential Water Heaters
Guidelines for Earthquake Bracing of Residential Water Heaters Department of General Services Division of the State Architect 1102 Q Street, Suite 5100 Sacramento, CA 95814 Phone: (916) 324-7099 Fax: (916)
More informationPROJECT TITLE : 2-STOREY RESIDENCE LOCATION : ALONG DAANG HARI,MOLINO.BACOOR,CAVITE OWNER : CUEVASVILLE REALTY
PROJECT TITLE : 2-STOREY RESIDENCE LOCATION : ALONG DAANG HARI,MOLINO.BACOOR,CAVITE OWNER : CUEVASVILLE REALTY GENERAL SPECIFICATIONS These specifications are intended to cover the construction of the
More informationGuide Specification Precast Concrete Products
Guide Specification Precast Concrete Products This specificaton should be used only by qualified professionals who are competent to evaluate the significance and limiations of the specification and who
More informationINSTRUCTIONS FOR USE
2/2013 ANCHOR BOLTS INSTRUCTIONS FOR USE - Threaded rebars ATP, AHP, AJP - Threaded high strength steel bolts ALP-L, ALP-P, AMP ATP AHP ALP-L ALP-P AMP Eurocode design according to EN1993-1-8 (2005) &
More informationSTANDARD SPECIFICATIONS FOR SIGNAGE, STRIPING, AND LIGHTING TOWNSHIP OF STANFORD
STANDARD SPECIFICATIONS FOR SIGNAGE, STRIPING, AND LIGHTING TOWNSHIP OF STANFORD TABLE OF CONTENTS 1.00 2.00 3.00 4.00 GENERAL REQUIREMENTS MATERIALS DESIGN LAYOUT STANDARD PLATES Page No. 1 1 3 5 STANDARD
More informationSpecification for Rotary Drill Stem Elements
Addendum 1 March 2007 Effective Date: September 1, 2007 Specification for Rotary Drill Stem Elements ANSI/API SPECIFICATION 7-1 FIRST EDITION, MARCH 2006 EFFECTIVE DATE: SEPTEMBER 2006 ISO 10424-1:2004
More informationCONTRACT SPECIFICATIONS - SEISMIC ISOLATION BEARINGS
CONTRACT SPECIFICATIONS - SEISMIC ISOLATION BEARINGS 1.0 DESIGN 1.1 Scope of Work 1.1.1 This work shall consist of furnishing Isolation Bearings and installing Isolation Bearing Assemblies at the locations
More informationCONSOLIDATED EDISON CO. OF NEW YORK, INC. 4 IRVING PLACE NEW YORK, NY 10003 DISTRIBUTION ENGINEERING DEPARTMENT SUBSTATION & EQUIPMENT SECTION
CONSOLIDATED EDISON CO. OF NEW YORK, INC. 4 IRVING PLACE NEW YORK, NY 10003 DISTRIBUTION ENGINEERING DEPARTMENT SUBSTATION & EQUIPMENT SECTION SPECIFICATION EO-5023 REVISION 3 MARCH 2003 REQUIREMENTS FOR
More informationSPECIFICATIONS FOR STEEL PIPE
SPECIFICATIONS FOR STEEL PIPE Published pipe standards serve three functions. 1. They dictate manufacturing and testing requirements and prescribed methods of measuring the required mechanical and physical
More informationJoist. Reinforcement. Draft 12/7/02
Joist Reinforcement Draft 12/7/02 1 JOIST REINFORCING The purpose of this CSD Design Aid is to provide procedures and suggested details for the reinforcement of open web steel joists. There are three basic
More informationCHAPTER 14: GUARDRAIL and BARRIERS
CHAPTER 14: GUARDRAIL and BARRIERS If you have any questions regarding guardrail, end treatments and/or pay items included in your plan, please contact the Project Design Services Unit or the Design Standards
More informationGUARDRAIL POST STEEL
GUARDRAIL POST STEEL Guardrail posts meeting materials certification are evaluated and checked for: 1. Dimensional acceptance 2. Physical test results a. Chemical b. Physical 3. Galvanized or painted coating
More informationSUBDRAINS AND FOOTING DRAIN COLLECTORS. A. Construct subdrains, subdrain cleanouts and outlets, and footing drain collectors.
SUBDRAINS AND FOOTING DRAIN COLLECTORS PART 1 - GENERAL 1.01 SECTION INCLUDES A. Subdrains B. Subdrain Cleanouts and Outlets C. Footing Drain Collectors D. Storm Sewer Service and Connections 1.02 DESCRIPTION
More informationCellar Tech Containment Well Cellar Systems www.cellartech.com
Sealed Well Cellars are protected by US patent 7637692, 7987904, 8127837, and 8256505. Additional US patents pending. Basic Containment Well Cellar Sealed Well Cellars are protected by US patent 7637692,
More informationMANUFACTURED HOME INSTALLATION FOR PERMANENT FOUNDATIONS (TRANSVERSE FLOORS) (SUPPLEMENT TO MANUFACTURED HOME INSTALLATION MANUAL)
MANUFACTURED HOME INSTALLATION FOR PERMANENT FOUNDATIONS (TRANSVERSE FLOORS) (SUPPLEMENT TO MANUFACTURED HOME INSTALLATION MANUAL) NOTE: THIS MANUAL IS INTENDED TO INSTRUCT AND TO ASSIST ALREADY QUALIFIED
More informationFoundations 65 5 FOUNDATIONS. by Richard Chylinski, FAIA and Timothy P. McCormick, P.E. Seismic Retrofit Training
Foundations 65 5 FOUNDATIONS by Richard Chylinski, FAIA and Timothy P. McCormick, P.E. 66 Foundations Foundations 67 FOUNDATIONS Let's assume that the retrofit has been done correctly from the roofline
More information