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Permit Review Detail
Review Status: Completed
Review Details: COMMERCIAL - BLDG/FIRE/ZONING/ENG
Permit Number - T16CM07352
Review Name: COMMERCIAL - BLDG/FIRE/ZONING/ENG
Review Status: Completed
Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
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10/06/2016 | MARTIN BROWN | FIRE | REVIEW | Approved | |
10/06/2016 | ROBERT SHERRY | PLUMBING-COMMERCIAL | REVIEW | Reqs Change | How are you able to calculate drainage demand using Table 710.1 (1), IPC 2012? |
10/13/2016 | STEVE SHIELDS | ZONING | REVIEW | Reqs Change | PDSD TRANSMITTAL FROM: Steve Shields Principle Planner PROJECT: T16CM07352 Banner CUP Building Plan (1st Review) TRANSMITTAL DATE: October 13, 2016 1. The building plans have been reviewed by Zoning Review Section but cannot approve the plan until all zoning comments or concerns have been addressed. 2. The proposed CUP plan appears to match the proposed revisions to development package DP16-0027 but until the development package has been approved by all PDSD review agencies Zoning cannot approve the building plan. 3. Until the above comments have been addressed and all other PDSD review agencies have approved the building plans zoning cannot approve. If you have any questions about this transmittal, please contact me at Steve.Shields@tucsonaz.gov or (520) 837-4956 |
10/21/2016 | LOREN MAKUS | ENGINEERING | REVIEW | Approved | |
10/28/2016 | ERIC NEWCOMB | BUILDING-COMMERCIAL | REVIEW | Reqs Change | 1. SHEET S0.1; GENERAL STRUCTURAL NOTES (DESIGN LOADS): THE DESIGN LOADS INDICATED INCLUDE AREAS THAT ARE NOT APPLICABLE TO THIS PROJECT. PLEASE REMOVE THOSE LOADS FROM THE PLANS. 2. SHEET S0.1; GENERAL STRUCTURAL NOTES (DESIGN LOADS): ON SHEET S1.0.0, THE LOADING PLANS, THERE ARE THREE LOADS INDICATED THAT ARE NOT LISTED ON SHEET S0.1 (MECHANICAL EQUIPMENT 200 PSF; MECHANICAL SERVICES 50 PSF; MECHANICAL EQUIPMENT 300 PSF). PLEASE VERIFY AND COORDINATE ALL LOADS APPLICABLE TO THIS PROJECT. 3. SHEET S1.1.0; FOUNDATION PLAN (PLAN NOTE 6): NOTE 6 REFERENCES SLAB CONTROL JOINTS PER DETAIL 3/S0.4. ARE THE JOINTS TO BE CONTRACTION JOINTS (CTJ) TYPICALLY, AND CONSTRUCTION JOINTS (CJ) FOR DELAYED SLAB CONCRETE PLACEMENT (PER NOTE ON 3/S0.4)? PLEASE INDICATE ON THIS DETAIL WHEN EACH JOINT DETAIL IS TO BE USED, OR INDICATE ON THE FOUNDATION PLAN THE LOCATION OF EACH TYPE OF JOINT. 4. SHEET S1.1.0; NOTE: A BOXED NOTE INDICATES THE CMU, INCLUDING REINFORCING AND DOWELS, IS NOT INCLUDED IN THIS FOUNDATION PACKAGE SUBMITTAL. WILL THE CMU WALL DOWELS THAT EXTEND INTO THE GRADE BEAMS BE PLACED DURING THE CONSTRUCTION OF THIS PHASE? PLEASE VERIFY AND COORDINATE. THE DESIGN OF THE CMU WALLS WILL BE REVIEWED DURING THE NEXT SUBMITTAL. 5. SHEET S1.1.0; FOUNDATION PLAN: ON THE FOUNDATION PLAN, PLEASE INDICATE THE GRADE BEAM DESIGNATION PER THE ELEVATIONS ON SHEET S3.3, AND REFERENCE THE WALL ELEVATIONS PER SHEET S3.2. 6. SHEET S4.2; DETAILS 1, 4, AND 5: AT THE GRADE BEAMS, PLEASE ADD A REFERENCE TO SHEET S3.3 FOR THE GRADE BEAM SIZE AND REINFORCING. 7. SHEET S4.3; ALL DETAILS: AT THE GRADE BEAMS, PLEASE ADD A REFERENCE TO SHEET S3.3 FOR THE GRADE BEAM SIZE AND REINFORCING. 8. STRUCTURAL CALCULATIONS: PLEASE PROVIDE STRUCTURAL CALCULATIONS INDICATING ALL COLUMN LOADS FROM THE ROOF TO THE FOUNDATIOIN FOR EACH COLUMN. IF THIS PERMIT WILL INCLUDE INSTALLATION OF STEEL COLUMN BASE PLATES AND ANCHOR BOLTS, PLEASE INCLUDE STEEL COLUMN, BASE PLATE, AND ANCHOR BOLT CALCULATIONS, ALONG WITH DRILLED PIER DESIGN LOADS AND DESIGN. 9. GENERAL: PLEASE INCLUDE FRAMING PLANS OF THE ROOF AND SECOND FLOOR FOR REFERENCE (NO DETAILS REQUIRED). 10. GENERAL: PLEASE PROVIDE WRITTEN RESPONSES TO ALL REVIEW COMMENTS. |
Final Status
Task End Date | Reviewer's Name | Type of Review | Description |
---|---|---|---|
11/10/2016 | CTREVIL1 | APPROVAL SHELF | Completed |
11/10/2016 | CTREVIL1 | OUT TO CUSTOMER | Completed |
11/10/2016 | CTREVIL1 | REJECT SHELF | Completed |