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Permit Review Detail
Review Status: Completed
Review Details: RESIDENTIAL BLDG/WWM
Permit Number - T07CM04083
Review Name: RESIDENTIAL BLDG/WWM
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 03/17/2008 | ERIC NEWCOMB | BUILDING-COMMERCIAL | REVIEW | Denied | 1. LIVE LOAD ON AWNING/CANOPY PER TABLE 1607.1 IS 20 PSF (REDUCIBLE). 5 PSF IS FOR FABRIC CONSTRUCTION. REVISE CALCULATIONS. 2. SHOW CALCULATIONS ON 20 GA. CORRUGATED METAL ROOF. PROVIDE MANUFACTURER'S DATA SHEET ON DECK. 3. SHOW WOOD SPECIES AND GRADE OF 2X6 @ 16" ROOF JOISTS AT CARPORT. 4. RECALCULATE INTERIOR AND EXTERIOR CARPORT COLUMNS WITH NEW LIVE LOAD. 5. PRESUMPTIVE SOIL BEARING VALUE PER SECTION 1805.2 OF THE 2006 IBC CITY OF TUCSON AMENDMENTS REQURES 18" TO BOTTOM OF FOOTING BELOW UNDISTURBED SOIL. IS THE SOIL HERE SANDY GRAVEL/GRAVEL? VERIFY. 6. TABLE 1804.2 ALLOWS 33% INCREASE IN ALLOWABLE BEARING WHEN WIND AND EARTHQUAKE LOADS ARE INCLUDED (SEE TABLE NOTE d). 7. NEED WIND AND SEISMIC CALCULATIONS TO DETERMINE UPLIFT AND DIAPHRAGM SHEAR VALUES FOR ALL NEW STRUCTURES. CALCULATE CONNECTIONS AND FOOTINGS USING THESE VALUES. 8. RECALCULATE FIRE WALL FOOTING. SECTION 1805.2 REQUIRES MINIMUM 12" TO BOTTOM OF FOOTING BELOW UNDISTURBED SOIL FOR AN ALLOWABLE 1000 PSF BEARING CAPACITY. REVISE DRAWINGS. 9. FIRE WALL TABLE 720.1 (15-1.14) USES 2X6 WALL STUDS AT 16" (TOTAL WALL THICKNESS 6 3/4"). 10. RECALCULATE COVERED PORCH FOUNDATION PER SECTION 1805.2, 12" MINIMUM DEPTH FOR AN ALLOWABLE 1000 PSF BEARING CAPACITY. REVISE DRAWINGS. 11. STORAGE CALCULATIONS FOR FRAMING MEMBERS, LATERAL ANALYSIS, AND FOOTING DESIGN REQUIRED. 12. ALL DRAWINGS MUST BE SIGNED AND SEALED BY THE STRUCTURAL ENGINEER OF RECORD. |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 04/28/2008 | CPIERCE1 | OUT TO CUSTOMER | Completed |
| 04/28/2008 | SUE REEVES | REJECT SHELF | Completed |