My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2017-026 - Amending Section 7-16 and 7-18 of Article II Building Code, Chapter 7, Buildings and Building Regulations ....
City-of-Paris
>
City Clerk
>
Ordinances
>
2011-2020
>
2017
>
2017-026 - Amending Section 7-16 and 7-18 of Article II Building Code, Chapter 7, Buildings and Building Regulations ....
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/12/2017 11:13:17 AM
Creation date
7/12/2017 11:08:59 AM
Metadata
Fields
Template:
CITY CLERK
CITY CLERK - Date
7/10/2017
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
41
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
bedroom or bathroom when through a solid door, weather - stripped in accordance with the exterior door <br />air leakage requirements of the International Energy Conservation Code and equipped with an approved <br />self - closing device. Installation of direct -vent water heaters within an enclosure is not required <br />Section G2408.3 (305.5), Private garages, shall be deleted in its entirety. <br />Section G2415.2 (404.2), CSST, shall be amended to add Section 2415.2.1 (404.2. 1) to read as <br />follows: <br />G2415.2.1 (404.2.1) Both ends of each section of medium pressure gas piping shall identify its operating <br />gas pressure with an approved tag. The taps are to be composed of aluminum or stainless steel and the <br />followina wordina shall be stamped into the tap: <br />'WARNING: 1/2 to 5 psi gas pressure - Do Not Remove" <br />Section G2415.2 (404.2), CSST, shall be amended to add Section 2415.2.2 (404.2.2) to read as <br />follows: <br />Exception: Corrugated stainless steel tubing (CSST) shall be a minimum of 1/2" (18 EDH). <br />Section G2415.12 (404.12), Minimum burial depth, shall be amended to read as follows: <br />G2415.12 (404.12) Minimum burial depth. Underground piping systems shall be installed a minimum <br />depth of "' ^ ^ " °° 305 Fn Fn) 18 inches (457 mm) below grade, °X^ °n+ as previded f ^r in ce^fien <br />ran 1v�rrv:1 -c.T <br />Section G2417.1 (406. 1), General, shall be amended to read as follows: <br />G2417.1 (406.1) General. Prior to acceptance and initial operation, all piping installations shall be <br />inspected and pressure tested to determine that the materials, design, fabrication, and installation <br />practices comply with the requirements of this code. The permit holder shall make the applicable tests <br />prescribed in Sections 2417.1.1 through 2417.1.5 to determine compliance with the provisions of this <br />code. The permit holder shall give reasonable advance notice to the building official when the piping <br />system is ready for testing. The equipment, material, power and labor necessary for the inspections and <br />test shall be furnished by the permit holder and the permit holder shall be responsible for determining that <br />the work will withstand the test pressure prescribed in the following tests. <br />Section G2417.4 (406.4), Test pressure measurement, shall be amended to read as follows: <br />G2417.4 (406.4) Test pressure measurement. Test pressure shall be measured with a monometer or <br />with a pressure- measuring device designed and calibrated to read, record, or indicate a pressure loss <br />caused by leakage during the pressure test period. The source of pressure shall be isolated before the <br />pressure tests are made. McGhanieal gauges used to measure- test Pressaresrshall have a range SuG; <br />that the highest end of the c .ale i^ e+ g +e. than five times the feat n <br />Section G2417.4.1 (406.4.1), Test pressure, shall be amended to read as follows: <br />G2417.4.1 (406.4.1) Test pressure. The test pressure to be used shall be no less than 3 psig (20 kPa <br />gauge), or at the discretion of the Code Official, the piping and valves may be tested at a pressure of at <br />least six (6) inches (152 mm) of mercury, measured with a manometer or slope gauge. irrespest+ve of <br />design pressUFe. WheFe the t86t pFessuFe exeeeds 125 psig (862 kRa gauge), the test pressurie shall net. <br />eXGeed a value that pFedUGes a heap stFess iR the PiPiRg gFeateF than 50 peFGent of the spedfied <br />For tests requiring apressure of 3 psig, diaphragm gauges shall <br />utilize a dial with a minimum diameter of three and one half inches (3'/2 "), a set hand. 1/10 pound <br />incrementation and pressure range not to exceed 6 psi for tests requiring a pressure of 3 psig. For tests <br />requiring a pressure of 10 psig. diaphragm -gauges shall utilize a dial with a minimum diameter of three <br />and one -half inches (3' /z "), a set hand, a minimum of 2/10 pound incrementation and a pressure range <br />not to exceed 20 psi. For welded piping, and for piping carrying gas at pressures in excess of fourteen <br />(14) inches water column pressure (3.48 kPa) (1/2 psi) and less than 200 inches of water column <br />pressure (52.2 kPa) (7.5 psi), the test pressure shall not be less than ten (10) pounds per square inch <br />(69.6 kPa). For piping carrying gas at a pressure that exceeds 200 inches of water column (52.2 kPa) <br />6 2015 IRC Amendments <br />
The URL can be used to link to this page
Your browser does not support the video tag.