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Permit Review Detail

Permit Number: T14CM01719
Parcel: 12402034F

Address:
1775 E 1ST ST

Review Status: Completed

Review Details: COMMERCIAL - TI

Permit Number - T14CM01719
Review Name: COMMERCIAL - TI
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
03/28/2014 STEVE SHIELDS ZONING REVIEW Denied PDSD TRANSMITTAL

FROM: Steve Shields
Lead Planner

PROJECT: 1775 E. 1st Street
T14CM01719
Building Plan (1st Review)

TRANSMITTAL DATE: March 28, 2014

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. Zoning has reviewed the building plans but cannot approve until a development package has been submitted and approved for the site changes

3. Zoning will re-review the building plan on the next submittal to insure compliance with the approved development package. Additional comments may be forthcoming.

If you have any questions about this transmittal, please contact me at Steve.Shields@tucsonaz.gov or (520) 837-4956
04/11/2014 ERIC NEWCOMB BUILDING-COMMERCIAL REVIEW Reqs Change 1. SHEET S000; FOUNDATIONS: THE CITY OF TUCSON REQUIRES FOOTINGS TO BE A MINIMUM OF 18" BELOW UNDISTURBED GRADE FOR A MAXIMUM SOIL BEARING VALUE OF 1500 PSF. REVISE.
2. SHEETS S100 THROUGH S410: DARKEN THE LINE QUALITY.
3. SHEET S200 (FOUNDATION PLAN); SHEET AC1.1 (FOUNDATION PLAN): AN OPEN AREA IS INDICATED ON SHEET AC1.1 (SOUTHEAST CORNER OF THE MAIN CANOPY) THAT IS NOT INDICATED ON SHEET S200 (AT GRID D, SOUTH OF GRID 6). COORDINATE.
4. SHEET S200 (FOUNDATION PLAN); SHEET AC1.1 (FOUNDATION PLAN-CANOPY): SHEET AC1.1 INDICATES A 5" CONCRETE SLAB (NOTE 7) AND A MASONRY WALL (NOTE 8) AT THE SOUTHEAST CORNER OF THE PLAN. THIS DOES NOT SHOW UP ON SHEET S200. COORDINATE.
5. SHEET S200 (FOUNDATION PLAN); SHEET AC1.1 (FOUNDATION PLAN-PATIO): THIS FOUNDATION PLAN ON SHEET AC1.1 DOES NOT SHOW UP ON SHEET S200. COORDINATE.
6. SHEET S200 (FOUNDATION PLAN); SHEET AC1.1 (FOUNDATION PLANS): COORDINATE THESE TWO PLANS. THERE ARE MASONRY WALLS AND FOOTINGS ON THE ARCHITECTURAL PLANS THAT ARE NOT SHOWN ON THE STRUCTURAL PLAN.
7. SHEET S210 (ROOF FRAMING PLAN); STRUCTURAL CALCULATIONS (PAGE 21): THE MEMBERS DESIGNATED AS M2 AND M3 IN THE CALCULATIONS ARE DESIGNED AS A 5X2X3/8, WHILE THE FRAMING PLAN INDICATES A 5X3X1/4. CLARIFY.
8. SHEET S210; FRAMING PLAN NOTES: NOTE 01 WAS NOT LOCATED ON THE PLAN. VERIFY.
9. SHEET AC1.1; FOUNDATION PLAN KEYNOTES: REMOVE THE VERBIAGE IN NOTE 05 "OVER MASONRY STEM WALL".
10. SHEET AC1.2; FRAMING PLAN KEYNOTES: NOTE 01 INDICATES A 'T.S.' COLUMN. REVISE TO A PIPE COLUMN PER STRUCTURAL.
11. SHEET AC1.2; FRAMING PLAN KEYNOTES: NOTE 03 INDICATES A '3" X 5" T.S. BEAM'. REVISE TO A 5X2 T.S. BEAM PER STRUCTURAL IN TWO LOCATIONS.
12. SHEET AC1.3; REFLECTED CEILING PLAN NOTES: NOTE 03 INDICATES 'TUBE STEEL' COLUMNS. REVISE TO A PIPE COLUMN PER STRUCTURAL.
13. SHEETS AC2.0 AND AC3.0; ELEVATION AND SECTION KEYNOTES: NOTE 03 INDICATES A 'T.S. COLUMN. REVISE TO A PIPE COLUMN PER STRUCTURAL.
14. SHEETS AC2.0 AND AC3.0: INDICATE THE ELEVATIONS AND SECTION CUTS ON THE PLANS.
15. SHEET A1.0; DEMOLITION FLOOR PLAN: NOTE 23 INDICATES TO REMOVE AN EXISTING UTILITY SINK. IS THERE A SERVICE SINK IN THIS BUILDING (AS REQUIRED BY THE IBC TABLE 2902.1)? VERIFY.
16. SHEET A7.0: PER THE 2009 ICC/ANSI A117.1, PROVIDE ON THE DRAWINGS WATER CLOSET AND SHOWER GRAB BAR LENGTHS AND LOCATIONS PER FIGURE 604.5.1, 604.5.2, AND SECTION 608.3.1.
17. SHEET A7.0: PER THE 2009 ICC/ANSI A117.1, PROVIDE ON THE DRAWINGS THE WATER CLOSET PAPER DISPENSER LOCATION PER FIGURE 604.7.
18. SHEET A7.0: PER THE 2009 ICC/ANSU A117.1, PROVIDE ON THE DRAWINGS THE TRANSFER TYPE SHOWER CONTROL AND HANDSHOWER LOCATIONS PER FIGURE 608.4.1.
19. SHEET A7.0; ELEVATION 11: PER THE IBC SECTION 1109.3, THE SINK MUST BE ACCESSIBLE. THE SINK/CABINET HEIGHT MUST BE 2'-10" ABOVE FINISH FLOOR. VERIFY.
20. GENERAL: PROVIDE WRITTEN RESPONSES TO ALL REVIEW COMMENTS.
04/24/2014 ROBERT SHERRY PLUMBING-COMMERCIAL REVIEW Reqs Change 1. Relocate the connection of the horizontal fixture branch from shower room 113 to a point at least 30" downstream of the connection of the 3" stack from the 2nd and 3rd floors to the building drain. Reference: Section 704.3, IPC 2012.
2. Revise the connection of the water closet fixture drain (shower room 113) to the horizontal fixture branch and provide a vent configuration that complies with a venting method specified in Chapter 9, IPC 2012. Reference: Section 901.2.1, IPC 2012.

Final Status

Task End Date Reviewer's Name Type of Review Description
05/09/2014 CPIERCE1 REJECT SHELF Completed