PIP STI03310 Concrete General Notes and Typical Details

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COMPLETE REVISIONOctober 2011

Process Industry Practices

Structural

PIP STI03310

Concrete General Notes and Typical Details



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 withapplicable 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 78759. PIP member companiesand 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



COMPLETE REVISIONOctober 2011

Process Industry Practices Page 1 of 3

Process Industry Practices

Structural

PIP STI03310Concrete General Notes and Typical Details

Table of Contents

1.

Introduction ................................. 2

1.1 Purpose ............................................. 2

1.2 Scope ................................................. 2

2.

References .................................. 2

2.1 Process Industry Practices ................ 2

2.2 Industry Codes and Standards .......... 2

3.

Definitions ................................... 3

4.

Abbreviations .............................. 3

Drawings

STI03310-00 - Concrete General NotesSTI03310-01 - Foundation Details -

Grating Ledger and Curb AnglesLadder Pad at Paved Area

STI03310-02 - Foundation Details - Floor

Plate Ledger and Curb Angles LadderPad at Grade

STI03310-03 - Foundation Details - BoltedPlate Curb Angles Stair Pad at Paved Area

STI03310-04 - Foundation Details - StairPad at Grade

STI03310-05 - Foundation Details -Octagon Foundation Drain

STI03310-06 - Foundation Details -Reinforcing Clearances and TieSpacing

STI03310-07 to 09 - ReservedSTI03310-10 - Structural Details -

Tie/Stirrup Locations and ClearancesSTI03310-11 to 19 - ReservedSTI03310-20 - Miscellaneous Details –

Grating Ledger and Curb AnglesSTI03310-21 - Miscellaneous Details –

Floor Plate Ledger and Curb AnglesSTI03310-22 - Miscellaneous Details –

Bolted Plate Curb Angles



PIP STI03310 COMPLETE REVISION Concrete General Notes and Typical Details October 2011


1. 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

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.

2. References

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 STF05121 - Fabrication and Installation of Anchor Bolts

– PIP STF05501 - Fixed Ladders and Cages Fabrication Details

– PIP STF05511 - Fixed Industrial Stairs

– PIP STS03001 - Plain and Reinforced Concrete Specification

– PIP STS03600 - Nonshrink Cementitious Grout Specification

– PIP STS03601 - 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



PIP STI03310 COMPLETE REVISIONConcrete General Notes and Typical Details October 2011


– 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

3. Definitions

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 = OPPOSITE @ = AT

FDN = FOUNDATION P = PROJECTION C = CENTERLINE

FF = FAR FACE PL = PLATE O = DIAMETER

FIN = FINISH PROJ = PROJECTION

FS = FAR SIDE RAD = RADIUS

FTG = FOOTING REF = REFERENCE

GA = GAUGE OR GAGE REINF = REINFORCING























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