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Permit Review Detail
Review Status: Completed
Review Details: 3RD PARTY REVIEW-COMMERCIAL TI
Permit Number - T03CM04429
Review Name: 3RD PARTY REVIEW-COMMERCIAL TI
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 10/02/2003 | EROSE1 | WWM | REVIEW | Needs Review | |
| 10/02/2003 | ELAINE ROSE | ZONING | REVIEW | Needs Review | |
| 10/02/2003 | GP | 3RD PARTY REVIEW-COMMERCIAL | REVIEW | Denied | ARCHITECTURAL COMMENTS Sheet A.1 1. Provide landings at exterior doors with a minimum length measured in the direction of travel of 44". Ref. IBC 1003.3.1.5. Sheet A.2 1. Provide minimum fixture clearance in typical detail 1/A-2. Ref. ANSI A117.1, 604.3.1. 2. Specify minimum kick plate dimensions of 10". Ref. ANSI A117.1, 404.2.10. Sheet A-2.1 1. In detail 6/A2.1 specify maximum threshold slope of 50%. Ref. IBC 1003.3.1.6. Sheet A-3 1. Provide a valuation report number for sand finish stucco system referenced in keynote number 4. Sheet A-5 1. Provide dimensions for roof drains, overflow drains and rain water piping. Ref. UPC Appendix D, Table D-1. STRUCTURAL COMMENTS Sheet S-1 1. Complete Seismic design data per IBC 1603.1.5 to call out on plan seismic use group, SDS, SD1, Soil Site class, Basic seismic force resisting system, design base shear and analysis procedure. 2. Provide foundation information on plan indicating minimum foundation depth and allowable soil pressure. Address if Soils Report is applicable or not. 3. Add to the list of Special Inspections the earthwork, grading and filling and masonry. Sheet S-3 1. Please coordinate to show on plan, jamb reinforcement at door openings in consistency with page 9 of Structural Calculations; not found addressed. 2. Coordinate with Roof Framing Plan for B2 beam at exterior support bearing on masonry wall per Detail 202. Provide calculations for concentrated load distribution per ACI 530-99/ASCE 5-99/ TMS 402-99 Section 2.1.7.1. Recheck and show on plan if additional reinforcement under beam bearing is required. 3. Complete Structural Calculations for masonry walls and beams, which appear to be only the conclusion of design calculations without indicating actual stresses incorporated into the elements. PLUMBING COMMENTS - N/A MECHANICAL COMMENTS - N/A ELECTRICAL COMMENTS Sheet E-1 1. Provide fixture cut sheets for exterior lighting to determine compliance with outdoor lighting code requirements. ENERGY COMMENTS General 1. Include building envelope criteria for energy code compliance. Ref. IECC 701. |
| 10/02/2003 | EROSE1 | WATER | REVIEW | Needs Review | |
| 10/02/2003 | EROSE1 | FIRE | REVIEW | Needs Review |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 10/02/2003 | ELAINE ROSE | OUT TO CUSTOMER | Completed |