Permit Review Detail
Review Status: Completed
Review Details: RESIDENTIAL BLDG/ZONING/FLOOD/WWM
Permit Number - T01CM03466
Review Name: RESIDENTIAL BLDG/ZONING/FLOOD/WWM
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 07/30/2001 | DAVID RIVERA | ZONING | REVIEW | Approved | |
| 07/30/2001 | DWILLIAM | NPPO | REVIEW | Passed | |
| 07/30/2001 | DOUG WILLIAMS | FLOODPLAIN | REVIEW | Approved | |
| 07/31/2001 | GERRY KOZIOL | WWM | REVIEW | Approved | |
| 08/15/2001 | REYES ARVAYO | BUILDING-RESIDENTIAL | REVIEW | Denied | 2000 IRC RESIDENTIAL CHECKLIST Date: 08-14-01 Re: Project No.T01CM03466 Plan review for the above referenced structure has been completed. This letter reflects comments to be addressed. SCOPE OF REVIEW: The scope of this review covers Architectural, Structural, Plumbing, Mechanical, Model Energy and Electrical codes. All code references are to the 2000 IRC. All features were checked only to the extent allowed by the submittals provided. All portions of this project are assumed to meet or will meet other departmental requirements, conditions and concerns before permit approval. FOUNDATION PLAN: 1. Note on the drawings the allowable soil bearing pressure used in the design of the footings, or state that the assumed value of 1500 psf is being used, per Table R401.4.1, a soils report is not required. It is up to the designer/homebuilder to be aware of the soil conditions of the site. If soil testing has been done, a copy of the soils report shall be submitted with the construction plans, and the foundation design shall reflect soils report recommendations. FLOOR PLAN: 1. Provide access to each separate attic and crawl space that exceeds 30 s.f.. Designate locations on the drawings. Openings shall not be less than 22" by 30". The attic access shall provide a minimum of 30"of headroom, and shall be located in a hallway or readily accessible space, per R807. STRUCTURAL PLANS: 1. Specify design criteria on plans: Values for , roof dead load and live load. 2. Completely detail all connections and cross-reference to the foundation and framing plans: - Beam to post beam to ext. walls - Post to slab 3. Indicate and note post sizes, double or triple studs, and coordinate with foundation plan. 4. Provide bracing details and notes for exterior frame walls and main cross-stud partitions, or use fully-braced, per R602.10.3. A minimum panel width of 48" is required to effectively brace the partition. See Table R602.10.3, Category "C". If bracing does not comply, provide a lateral analysis or alternate design to be reviewed by the plans examiner. Wind forces for single story residences shall use 90 mphbay window area. 5. Specify weight of roof system items (i.e. weight of selected tile). Provide ICBO evaluation report number and manufacturer of all concrete or clay-type tile roofing. ELEVATIONS: 1. Note and specify all roof slopes appropriate to material (see R905). 2. Show calculation of attic ventilation area in compliance with R806.2. Note location of all vents needed to comply. 3. Note and dimension that the fireplace chimney must terminate a minimum of 2' above any point of a roof within 10' measured horizontally and not less than 3' above the point where the chimney passes through the roof, per R1001.6. PLUMBING PLANS: 1. Water Lines: Provide total fixture demand and maximum developed length per P2903, Tables P2903.6 and P2903.7. Redo calc's 1-1/4" to small 2. Waste line for w/c 3" min. REVIEWED BY REYES ARVAYO 791-5550 EXT. 113 |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 08/27/2001 | JKOZUCH | OUT TO CUSTOMER | Completed |