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Permit Review Detail

Permit Number: T17CM01870
Parcel: 110121280

Address:
5150 E GLENN ST

Review Status: Completed

Review Details: RESUBMITTAL

Permit Number - T17CM01870
Review Name: RESUBMITTAL
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
04/21/2017 ERIC NEWCOMB BUILDING-COMMERCIAL REVIEW Reqs Change 1. Previous comment 8; Sheet A7: Please provide dimensions per the ICC/ANSI on the detail to locate the toilet paper dispenser.
2. Previous comment 10; Structural calculations: Please provide structural calculations for this project.
04/21/2017 ROBERT SHERRY MECHANICAL-COMMERCIAL REVIEW Reqs Change Revise the COMcheck component descriptions to agree with the submitted drawings. Provide the maximum acceptable NFRC-certified U-value and SHGC specifications for the new fenestration. Provide data to verify that the relocated window complies with the current code requirements for U-value and SHGC. [Initial comment: Provide energy code compliance calculations for the additions to the building envelope; use the climate zone for Tucson. Provide sufficient detail on the drawings to evaluate the energy compliance of the additions to the building envelope. The information shall, as a minimum, include U-factors of the envelope systems and fenestration components, along with the R-values of the insulation and the SHGC for the fenestration. Reference: Sections C101.4.3, C101.5, and C103.2, International Energy Conservation Code 2012.]
04/21/2017 ROBERT SHERRY PLUMBING-COMMERCIAL REVIEW Reqs Change Provide calculations to show that a 4" diameter scupper has the same flow characteristics as a 4"x 4" rectangular scupper with a water head of 2". An overflow scupper cannot be part of the primary scupper. The overflow scupper shall provide the same capacity as the primary scupper when the primary scupper is blocked for any reason and shall discharge to a different location than the primary scupper. [Initial comment: Provide calculations to support the scupper design (detail 7/A3) and provide overflow protection for the roof or provide structural calculations to show that the roof is capable of supporting the additional rain load. Reference: Sections 1101.7, 1106, 1108.2 and 1108.3, IPC 2012 and Section 1611.1, IBC 2012.]