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The next meeting is tentatively scheduled for Thursday, August 17, 2023. 3340 PA Gaming Control Board #125-240: Private Testing and Certification Facilities| 3332 State Board of Medicine #16A-4956: Acupuncturists and Practitioners of Oriental Medicine|Ħ.

3331 State Board of Occupational Therapy Education and Licensure #16A-6713: Licensure by Endorsement|ĥ. 3314 State Board of Optometry #16A-5218: Licensure by Endorsement|Ĥ. 3353 Department of Conservation and Natural Resources #7B-10: Conservation of Pennsylvania Native Wild Plants|ģ. 3346 Department of Health #10-236: Certified Lifeguards|Ģ. The agenda includes the following regulations.|ġ. in the 14th Floor Conference Room, 333 Market Street. Additions to existing facilities of less than 3,000 square feet are exempt from this requirement.Public hearing on A meeting of the Independent Regulatory Review Commission has been scheduled for Jat 10:00 a.m.

Commercial: All commercial projects require a site-specific soil report meeting the requirements of IBC 1803.6 and IBC 1803.5.5, as applicable.

Where the building is to be built on a lot in which a previous structure once existed.

Where the grade supporting the structure has a slope equal to or greater than 20 percent or.

Where the building footprint is greater than 3,000 square feet or has a gross square footage of 6,000 square feet or greater or.

Residential: Residential projects meeting one or more of the following requirements must provide a site-specific geotechnical report meeting the requirements of IBC 1803.6:.

Outdated reports must be accompanied by a letter from a qualified geotechnical engineer stating that the report requirements are still valid or stating what items may have changed.

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Note: Scanning a Twitter QR code will bring up the account’s profile, while scanning an external QR code will open a website or app. Step 2 Tap the QR code icon in the bottom right-hand corner. General: All geotechnical reports submitted for permit issuance must be dated no later than two years from the permit application date. Step 1 In the top menu, tap your profile icon.The above-listed values are the maximum allowable values unless listed otherwise by a site-specific geotechnical report complying with IBC 1803.6 and IBC 1803.5.5, as applicable.Lateral pressure: 100psf/f, per IBC Table 1806.2.Foundation pressure: 1,500psf, per IRC Table R401.4.1 and IBC Table 1806.2.For projects not requiring a geotechnical report (see below) Site Class ‘D’ can be assumed per Section 20.1 of ASCE 7-16 but ground motions must be adjusted per IBC 1613.2.3.

Consistent with Title 65A, Chapter 8, Management of Forest Lands and Fire Control, the Legislature adopts the 2006 edition of the Utah Wildland Urban Interface Code, issued by the International Code Council, with the alternatives or amendments approved by the Utah Division of Forestry, as a construction code that may be adopted by a local compliance agency by local ordinance or other similar action as a local amendment to the codes listed in this section, and Statewide Amendments are incorporated as Part of the State Construction Code.Adopted per the Utah Code, Title 15A - State Construction and Fire Codes Act.Subsection (3) for standard guidelines pertaining to plaster on a historic property, as defined in Section 9-8-302, the US Department of the Interior Secretary's Standards for Rehabilitation and Guidelines for Rehabilitating Historic Buildings.Subsection 15A-2-104(1), 2005 NFPA 225 Model Manufactured Home Installation Standard, issued by the NFPA.Subsection 15A-2-104(1), Appendix AE of the 2021 International Residential Code.2006 International Wildland-Urban Interface Code.

2021 International Existing Building Code.2021 International Energy Conservation Code (commercial).2015 International Energy Conservation Code (residential).2020 National Electrical Code issued by the National Fire Protection Association (NFPA).Except residential provisions of Chapter 11, Energy Efficiency.2021 International Residential Code, including appendix AQ.2021 International Building Code, including appendices C & J.