Permit Review Detail
Review Status: Completed
Review Details: COMMERCIAL NEW
Permit Number - T02CM03201
Review Name: COMMERCIAL NEW
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 07/05/2002 | ANY | FLOODPLAIN | REVIEW | Approved | |
| 07/05/2002 | MICHAEL ST. PAUL | ZONING | REVIEW | Passed | |
| 08/08/2002 | JIM EGAN | FIRE | REVIEW | Denied | SEE SITE COMMENTS |
| 08/09/2002 | HOLLY PEARCE | PLUMBING-COMMERCIAL | REVIEW | Denied | Plumbing 1. Provide up and down stream M.H. Rim Elev., slope of sewer, water meter and water lines, size on 400-C1.1. 2.Condensate lines shall be taken to the P-6's or if the P-6's are not used the condensate shall be taken to the P-4 mop sink with an air gap. Detail 207 shall not be used. NOTE: Detail 205 indicates a 1-1/2" taken to a 1-1/4" tailpiece, nothing larger than a 1" condensate line is to be attached to a LAV tailpiece. 3. How many WH-1's ? indicate on the plan. |
| 08/09/2002 | HOLLY PEARCE | MECHANICAL-COMMERCIAL | REVIEW | Denied | Mechanical 1. Architectural drawing 4/400-A3.1 does not reflect MEC. 2. Show on the plan how trhe mechanical design complies with Chapter 4 IMC 2000. |
| 08/09/2002 | HOLLY PEARCE | WATER | REVIEW | Denied | See Plumbing comments. |
| 09/03/2002 | RANDY SCHULER | ELECTRICAL-COMMERCIAL | REVIEW | Denied | GENERAL COMMENTS 1) Please return the plans I have already reviewed along with your next submission. 2) Provide IECC light budget calculations. E2.1 1) The restrooms lack a circuit number. Circuit P4 on page E3.1 appears to be in error as it shows circuit 4 as the bathroom circuit. Please provide the circuit and load in the panel. E3.1 1) 99NEC 225-36 requires the panel/disconnect serving building 400 be service entrance rated. E0.0 and E5.1 1) 99NEC 225-30 allows 1 feeder to building 400. Provide justification for more than 1 feeder. E5.1 1) The NEC code references for detail B are incorrect. Please revise. 2) Provide a UFER ground which is placed in the footing of each wing and connect it to the service rated panel in the electrical room. The wings are neither connected by footings or the roof structure. See 400-S1.0 and 400-S2.0. 3) Remove the ground wire from the service lateral. E6.1 1) Provide a common ground in point (the service grounding electrode system) for the TELE/DATA, VIDEO, CLOCK, INTERCOM SYSTEM. See 99NEC-800 D. 99NEC 725-54(c). |
| 09/26/2002 | GERRY KOZIOL | WWM | REVIEW | Approved | |
| 10/28/2002 | PIMA COUNTY | BUILDING-COMMERCIAL | REVIEW | Approv-Cond | Pima County Development Services 201 N. Stone Av. 1st. Floor Tucson Arizona 85701 Department of Building and Safety Correction Sheet 1 of 2 ADDRESS : 2054 E GINTER RD T02CM03201 WORK : SCHOOL DATE : 9/23/02 OCCUPANCY : CONST. ARCHITECT : PAUL D MICKELBERG PHONE : 520-408-1044 ENGINEER : STEVEN A HESS PHONE : 520-318-0004 APPLICANT : ARCHITECT GENERAL COMMENTS U-values for windows and doors, and shading coefficient for windows shall be indicated on the plans. Calculations specify R-values for roof insulation to be R-30. Plans show 3" rigid insulation with a total R value of 20. Provide a copy of the soils report. Soils report shall substantiate the site class as "C" Total occupant load for this building is 324 occ > 250 occ. IE = 1.25 and Iw = 1.15 as per Table 1604.5. 1704.3 Steel Construction. Special inspection is required for all field welded connections. 1704.4 Concrete Construction. Special inspection is required for concrete where design f’c > 2500 psi. Special inspection is required by an Arizona licensed engineer for Placement of Reinforcement for concrete to final inspection. Table 1704.5 Masonry Construction. Special inspection is required for Structural Masonry construction. 1704.7 Earth Work. Special Inspection by an Arizona licensed engineer is required during Earth Work Grading, Excavation, Filling operations and compaction tests to satisfy requirements of the Soils Report. Pima County Development Services 201 N. Stone Av. 1st. Floor Tucson Arizona 85701 Department of Building and Safety Correction Sheet 2 of 2 A SPECIAL INSPECTION CERTIFICATE, furnished by the City of Tucson is required to be completed and signed by the Owner and Engineer responsible for carrying out the required special inspections prior to obtaining a building permit. Please note that the Owner or his Legal Agent must also sign the Special Inspection Certificate. Provide specifications for metal deck welding, shear transfer. The installation of air conditioning and other equipment (such as compressors, fans, condensers and transformers) must be detailed on and made part of the plans Structural plans and calculations are required for support of all roof equipment unless installed under a separate permit. The weight of roof equipment shall also be included in the seismic design. I am available between 8:00 A.M. to 12:00 noon and 2:00 P.M. to 4:00 P.M. daily. Please feel free to call or make an appointment to discuss or clarify any of these comments. EDWARD J. COURTNEY 520-740-6492 |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 09/30/2002 | MONICA VALDEZ | OUT TO CUSTOMER | Completed |