Permit Review Detail
Review Status: Completed
Review Details: COMMERCIAL NEW
Permit Number - T10CM02039
Review Name: COMMERCIAL NEW
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 07/23/2010 | DAVE MANN | FIRE | REVIEW | Approved | |
| 07/26/2010 | DAVID RIVERA | ZONING | REVIEW | Denied | 07/26/2010 Development Services Department Zoning Review Section David Rivera Principal Planner Comments: 1. Zoning has reviewed the building plans but cannot approve them at this time. While it appears that the building floor plan layout is similar to the building footprint on the approved development plan layout Zoning cannot approve the building plans until the plans have been reviewed and approved by the Building, Electrical and Mechanical reviewers. Once the plans have been approved and stamped by the commercial trades, zoning will sign off on the plans assuming any changes made to the plans do not conflict with zoning requirements such as height or expansion of building etc. 2. The copy of the approved and stamped Development Plan should be included in the package as reference. Continue to include the plans as was done for the first review. 3. Zoning will re-review and if possible approve the building plans on the next submittal provided the information requested is on the site plan and the site plan is approved and stamped by all reviewing agencies. Please clarify the following item, on the approved development plan the the height of the drive-through canopy is labeled as 17 feet. On the building elevation plan sheet the height for the same structure is labled as 13'-7". |
| 07/27/2010 | ROBERT SHERRY | WATER | REVIEW | Approved | . |
| 07/28/2010 | ROBERT SHERRY | PLUMBING-COMMERCIAL | REVIEW | Denied | 1. Water-free urinals are not Code-compliant fixtures per the UPC. Submit an appeal to the Building Official requesting approval to utilize a water-free urinal based on the International Plumbing Code. Reference: Sections 211.0 (insanitary), 301.2, 405.2, 409.0, 601.1, and 1005.0, UPC 2006. 2. The trash enclosure shown on the site plans includes a trench drain; to what does it drain? Reference: Section 103.2.3, UPC 2006. 3. Provide additional information regarding the venting of the water heaters (e.g. the overall height of the flue, measured from the highest draft hood outlet to the level of the common vent outlet, and the relationship of the common vent outlet to the building roof). Reference: Section 510.6.3, UPC 2006. 4. Verify that the locations for the backflow prevention assemblies conform to the access and clearance requirements of Section 603.3.4, UPC 2006. 5. Clarify the note on sheets P-4 and P-7, "Alternate 3 compartment sink hook up (cap off) with vent". Reference: Sections 103.2.3, 704.3, and 801.2.3, UPC 2006. 6. The horizontal rainwater piping that serves 1200 square feet of roof is undersized; a 3" pipe @ 1% slope can accommodate a maximum of 1096 square feet of roof at 3" of rain per hour. Reference: Section 1106.2, UPC 2006. 7. Provide a cleanout at the base of each roof drain leader prior to its connection with the horizontal storm drain. Reference: Section 1101.12.2, UPC 2006. |
| 07/29/2010 | ROBERT SHERRY | MECHANICAL-COMMERCIAL | REVIEW | Denied | 1. Revise the font size used on the drawings to a minimum of 3/32-inch (all upper case). Reference: Section 106.1.1, IBC 2006. 2. Clarify the submitted ventilation calculations to include the manner in which the number of occupants in the dining areas was determined. The occupant load used to calculate the required ventilation is not necessarily the same as the occupant load used for calculating exiting requirements. The occupant load used for calculating the minimum required ventilation is to be based on Table 403.3, IMC 2006 or an approved engineering analysis of the specific occupancy type. Reference: Section 403.3, IMC 2006. 3. Ventilation for restrooms in public spaces requires a minimum of 75 CFM of mechanical exhaust per water closet or urinal. Reference: Table 403.3, IMC 2006. 4. Provide information to show that the weather covers for the outlets of exhaust fans EF-3 through EF-6 comply with the requirements of Section 506.5.5, IMC 2006. 5. Specify the type of refrigerant to be used by the ductless fan coil unit and by the rooftop HVAC units. Reference: Section 106.3.1, IMC 2006. 6. Provide smoke detectors in the return air duct, upstream of any outside air connections, for all air distribution systems with a capacity greater than 2,000 CFM. (Note that the equipment schedule calls for sensing the smoke in the return duct but the roof plan shows the smoke detectors located in the supply duct.) Reference: Section 606.1, IMC 2006. 7. Where does keynote #5 on sheet M-4 apply? Reference: Section 106.3.1, IMC 2006. 8. Provide structural calculations and details to show that the Type I and Type II hoods are supported from the building structure in accordance with Section 507.6, IMC 2006. Reference: Section 302.1, IMC 2006. |
| 07/29/2010 | ERIC NEWCOMB | BUILDING-COMMERCIAL | REVIEW | Denied | SHEET T1.0 1. In the Building Data Plumbing Schedule, the UPC Table 4-1 is not applicable. Please delete this reference and replace with 2006 IBC, Table 2902.1. Recalculate fixture numbers accordingly. SHEET S1.1 2. Please provide Special Inspector Certifications as per outline shown. GENERAL 3. Please provide a written symmary of all deferred submittals to Mr. LeeRay Hanly for additional fee accessment. STRUCTURAL REVIEW COMMENTS T10CM02039 IN-N-OUT BURGER 4. SHEET S1.0 (DESIGN CRITERIA); STRUCTURAL CALCULATIONS (PAGE i): COORDINATE THE SEISMIC SITE CLASS REFERENCE (C ON THE PLANS, D IN THE CALCULATIONS). 5. SHEET S1.0 (DESIGN CRITERIA); STRUCTURAL CALCULATIONS (SHEET 1.1): COORDINATE THE ROOF DEAD LOAD (11 PSF ON THE PLANS, 16 PSF IN THE CALCULATIONS). 6. SHEET S4.0 (PLANS 3, 7, 11, AND 15); SHEET SD3 (SHEAR WALL SCHEDULE): PROVIDE A NOTE ON EACH OF THESE SECTIONS TO REFERENCE THE SHEAR WALL SCHEDULE ON SHEET SD3. 7. GENERAL: A MINIMUM LETTERING HEIGHT OF 3/32" IS REQUIRED ON ALL DRAWINGS (SEE SHEETS S2.0, S3.0, S4.0, SD2, SD3, SD3A, SD4, SD5, SD6, AND SD7). 8. GENERAL: PROVIDE WRITTEN RESPONSES TO ALL REVIEW COMMENTS. END OF REVIEW |
| 07/29/2010 | RONALD BROWN | HC | REVIEW | Denied | 1. Grab bars at detail 1/A19 do not comply with ICC (ANSI 117.1), Section 604.5.1. Needs to be two piece. |
| 08/03/2010 | PAUL MACHADO | ENGINEERING | REVIEW | Approved | |
| 08/04/2010 | GERRY KOZIOL | WWM | REVIEW | Denied | need ww credit evaluation-5th floor need capacity letter from 3rd floor- Kurt Stemm; 740-6607 need IWC review/approval- Tom Tomchak; 579-5771- 5025 W Ina Rd |
| 08/04/2010 | RAY MAJUTA | ELECTRICAL-COMMERCIAL | REVIEW | Approved |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 08/11/2010 | CPIERCE1 | OUT TO CUSTOMER | Completed |
| 08/11/2010 | SUE REEVES | REJECT SHELF | Completed |