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Permit Review Detail
Review Status: Completed
Review Details: COMMERCIAL TI
Permit Number - T09CM02527
Review Name: COMMERCIAL TI
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 09/18/2009 | DAVE MANN | FIRE | REVIEW | Approved | |
| 09/21/2009 | GERRY KOZIOL | WWM | REVIEW | Approved | |
| 09/25/2009 | ERIC NEWCOMB | BUILDING-COMMERCIAL | REVIEW | Denied | 1. SHEET G1.1; CODE INFORMATION: THE ACCESSIBILITY CODE IS ICC/ANSI A117.1-2003. REVISE. 2. SHEET A8.1; STOREFRONT: PROVIDE STRUCTURAL CALCULATIONS AND FRAMING PLAN FOR THE STOREFRONT DESIGN. 3. SHEET A8.3; DETAIL R: HOW DOES THE 4X4 ANGLE CONNECT TO THE TUBE COLUMN? PROVIDE DETAIL. 4. SHEET A8.3; DETAIL L: IS THE 3"X5" BASE PLATE WIDE ENOUGH TO ACCEPT 2-5/8" DIAMETER EXPANSION ANCHORS? PROVIDE DETAIL. 5. SHEET A8.3 (DETAIL L); SHEET A8.4 (DETAIL A): THE UPPER DIAGONAL ON DETAIL A/A8.4 IS LOCATED AND CONNECTED DIFFERENTLY THAN SHOWN ON DETAIL L/A8.3. CLARIFY. 6. SHEET A8.3 (DETAIL L); SHEET A8.4 (DETAIL A); SHEET A8.5 (DETAIL J): THE BRACE MEMBER SIZES ON DETAIL L/A8.3 AND DETAIL J/A8.5 DO NOT MATCH DETAIL A/A8.4. COORDINATE THE THREE DETAILS. WHERE IS DETAIL L/A8.3 REFERENCED? 7. SHEET A8.4; DETAIL A: PROVIDE THE CONNECTION SIZE AND QUANTITY FOR THE METAL STUDS TO: a) THE EXISTING MALL BEAM BOTTOM FLANGE; b) THE STRUCTURE ABOVE (NOT DECK); c) THE HIGH DIAGONAL BRACING AT THE METAL STUDS AND AT THE EXISTING STRUCTURE ABOVE; d) THE NEW TUBE BEAMS (ABOVE AND BELOW); e) THE LOW DIAGONAL BRACING. 8. SHEET A8.4 (DETAILS A AND J); SHEET A8.5 (DETAILS A AND J): EXPLAIN THE NOTE ON THESE SECTIONS: "LANDLORD'S STRUCTURE SHALL ONLY BE USED FOR LATERAL SUPPORT-NOT TO EXCEED MAXIMUM LIVE LOAD AND LATERAL SUPPORT". THE EXISTING STRUCTURE IS PICKING UP A SMALL AMOUNT OF NEW VERTICAL LOAD, AND WHO IS TO DETERMINE IF THE MAXIMUM LIVE LOAD AND LATERAL LOAD ARE EXCEEDED? PROVIDE A STRUCTURAL ANALYSIS (VERTICAL AND LATERAL) TO DETERMINE THE EFFECTS OF THE NEW STOREFRONT ON THE EXISTING STRUCTURE. 9. SHEET A10.1; DETAIL A: REWORK THE ACCESSIBLE FITTING ROOM TO MATCH THE CONSTRUCTION PLAN ON SHEET A2.1. THE DOOR SWING DIFFERS AND THE INSIDE DIMENSIONS DO NOT VARY. REMOVE THE NOTE THAT "THESE DETAILS ARE FOR REFERENCE ONLY". 10. SHEET A12.1; DETAIL A: THIS PLAN SHOULD NOT BE FOR REFERENCE ONLY. USE THE DIMENSIONS FROM THE CONSTRUCTION PLAN ON SHEET A2.1. 11. SHEET A12.1; DETAIL E: ADD A VERTICAL GRAB BAR PER ANSI FIGURE 604.5.1. 12. GENERAL: TYPICALLY CALL OUT CONNECTOR SIZES, SPACING, AND QUANTITIES FOR THE NEW METAL STUD SUPPORTS AND BRACING. 13. GENERAL: PROVIDE WRITTEN RESPONSES TO ALL BUILDING COMMENTS. |
| 09/25/2009 | ERIC NEWCOMB | ZONING HC | REVIEW | Denied | 1. SEE BUILDING COMMENTS. |
| 10/05/2009 | RICK MYERS | PLUMBING-COMMERCIAL | REVIEW | Approved | |
| 10/05/2009 | RMYERS1 | WATER | REVIEW | Approved | |
| 10/05/2009 | ROBERT SHERRY | MECHANICAL-COMMERCIAL | REVIEW | Denied | Complete recirculation of ventilation air from toilet rooms is prohibited (e.g. supply air introduced into the restroom when the lights are off). Revise the sequence of operation for the restroom exhaust so that recirculation of the air from the restroom will not occur. Reference: Section 403.2.1 (3), IMC 2006. |
| 10/08/2009 | RAY MAJUTA | ELECTRICAL-COMMERCIAL | REVIEW | Denied | Project : 5870 E Broadway Bl Delia's TI T09CM02527 The Electrical Plans have been denied for the following: 1. Provide through Mall Management the allowed ampacity for the space along with the total Service Load this new space will add to the existing. 2. Provide the size of the Main Overcurrent Device at the Landlord Service Switchgear. 3. Please clarify the calculations for Interior Lighting Compliance, I see 5895.5 allowed watts, for this area, how did you come up with12201 watts allowed? Ray T Majuta Elect Plan Ck PDSD City of Tucson 10/11/09 Ray.Majuta@tucsonaz.gov |