Permit Review Detail
Review Status: Stopped
Review Details: RESIDENTIAL BLDG/WWM
Permit Number - T03CM04309
Review Name: RESIDENTIAL BLDG/WWM
Review Status: Stopped
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 03/24/2004 | Christy Foreman | BUILDING-RESIDENTIAL | REVIEW | Denied | PLAN REVIEW COMMENTS PROJECT #T03CM04309 03/16/2004 2857 N. Venice Plan review for the above referenced structure has been completed. This letter reflects comments to be addressed. In order to facilitate a shorter back check time, we request that you please provide revised plans and calculations, highlighting any changes, along with a written response to each of the noted items indicating action taken. SCOPE OF REVIEW: The scope of this plan review covers architectural, plumbing, mechanical, model energy and electrical codes. All code references are to the 2000 IRC and Arizona State Plumbing Code. 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. GENERAL REQUIREMENTS: 1. Note that the current residential building code adopted by the City of Tucson is the 2000 IRC. All references to the building code are 2000 IRC unless noted otherwise. 2. All plans shall be legible and a scale no smaller than ¼ inch = 1-foot shall be used for all floor plans, framing plans and elevations. Details and cross sections shall be a minimum 3/8 inch = 1-foot scale. 3. All corrections and revisions shall be made on the original tracings and two new sets of prints or (1) sepia & (1) blue line shall be returned along with all redline prints. 4. Pen or pencil corrections on final prints will not be acceptable. To avoid delays, ensure that all corrections have been made, are complete, and have been coordinated on all applicable detail and note sheets. 5. List the square footage for all the following areas separately on the drawings: - Livable area - garage - porch / patio covers - decks 6. All engineers and architects involved in the design of the structure are to seal the related sheets of plans, details and calculations in accordance with the rules of the State Board of Technical Registration. FOUNDATION PLANS: 1. Specify all anchor-bolt minimum ½" diameter with 7" embedment into concrete or masonry. Spacing within 12" of each end of sill plate per R403.1.6. 2. All foundation hold-downs and anchor-bolt spacing for brace walls shall be specified and located. FLOOR PLANS: 1. Provide access to each separate attic and under floor space that exceeds 30SF. Designate locations on the drawings. Openings shall not be less than 22"X30" for attics, or 18"X24" for under floor space. Attic access shall provide a minimum of 30" of headroom, and shall be located in a hallway or readily accessible space per R807. 2. Provide ½" gypsum board on all walls common to the garage and house in compliance with R309.2. Where separation is a floor-ceiling assembly, the structure supporting the separation shall also be protected by a minimum ½" gypsum board or equivalent per R309.2. 3. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1 3/8 inch in thickness, solid or honeycomb core steel doors not less than 1 3/8 inches thick, or 20-minute fire-rated doors. Specify thickness. 4. Note that bathtub and shower enclosures shall be finished per P2710 with ceramic tile, or a listed enclosure, to a height of 72" above the drain per R702.4 and R307.2. 5. Barrier between pool and house. STRUCTURAL PLANS: 1. Provide manufacturer's calculations and data for pre-fabricated trusses and glue-lam beams. Truss calculations must be signed, dated and wet-sealed by an engineer who is registered in Arizona. Truss calculations shall be cross-referenced to toe floor plans. The engineer of record shall review and "SHOP DRAWING" stamp approval on truss calculations. 2. Specify lateral support of trusses. 3. Detail gable end bracing connections. 4. Completely detail all connections and cross-reverence to the foundation and framing plans: - Hold-down locations and types - Nailing - Continuous load path for shear transfer 5. Note and detail tie straps, framing anchors and joist hangers by type, size and required attachment to framing members. 6. On the floor framing plan, note and detail double joists parallel to bearing partitions, double trimmers and headers, joists at framed openings, framing anchors for tail joists and header support, and bridging or blocking at the ends and bearing points of the floor joists. 7. Show details for all bearing and critical non-bearing conditions. 8. Indicate and note post sized, double or triple studs, and coordinate with foundation plan. 9. Detail all brace wall connections from the foundation to the roof plywood. 10. Provide brace wall 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 plan examiner. Wind forces for single story residences shall use 90 MPH, exposure "B". Two story residences or areas of higher wind shall use exposure "C". 11. Specify weight of roof system items (for example, weight of selected tile). Provide ICBO evaluation report number and manufacturer of all concrete or clay-type roofing. 12. Justify surcharge of footing on existing pool. ELEVATIONS: 1. Note and specify a complete roofing system: Roofing type, grade of materials and method of installation per R905. 2. Show calculation of attic ventilation area in compliance with R806.2. Note location of all vents needed to comply. SECTIONS - DETAILS - MISC. NOTES: 1. Wood sill plates shall be foundation grade redwood or pressure-treated wood per R324. Specify on detail / wall section. 2. Note and specify the size and length of anchor bolts for sill plates. 3. Note and specify all ledgers and connections to wood, frame or masonry. PLUMBING PLANS: 1. Note that bathtub and shower enclosures shall be finished per P2710 with ceramic tile, or a listed enclosure, to a height of 72" above the drain per R702.4 and R307.2. 2. Note on plan compliance with the water conservation requirements. Water closets, 1.6 gallons per flush, sinks and shower heads, 3 gallons per minute. 3. Note on plans that shower and tub / shower combinations that have individual control valves shall be of the pressure balance or thermostatic mixing valve type. MECHANICAL PLANS: 1. Supply and return air shall be sized per IRC sections M1602.2 and M1603.1. (gas furnace - 2 sq. in. / 1000 BTU; heat pump / air conditioner - 6 sq. in. / 1000 BTU) (1ton cooling = 12,000 BTU) ELECTRICAL PLANS: 1. Lights installed over shower or bathtub must be approved for use in wet area. (see E3903.8) 2. Where ceiling fans are shown on the plans, provide a note indicating only approved outlet boxes shall be used, per E4001.6. 3. Submit panel schedule showing wire size. 4. Submit electrical riser diagram clarify grounding. If you have any questions, please contact your assigned plans examiner Christy Foreman at 791-5550, extension 1344. NOTE: As of 2-02-01 the City of Tucson has adopted the 2000 IRC with the exception of the plumbing portion which has been replaced with the Arizona state plumbing code. All model plans shall reference these codes. |
| 04/02/2004 | GERRY KOZIOL | WWM | REVIEW | Approved |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 04/02/2004 | SUE REEVES | REJECT SHELF | Stop |
| 03/08/2004 | ANY | OUT TO CUSTOMER | Stopped |