Permit Review Detail
Review Status: Completed
Review Details: RESUBMITTAL
Permit Number - T06CM00213
Review Name: RESUBMITTAL
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 01/27/2006 | BROWN & ASSOCIATES | 2ND PARTY REVIEW | REVIEW | Denied | Brown & Associates 177 N Church Avenue, Suite 311 Tucson, Arizona 85701 Office (520) 882-4735 Fax (520) 882-5412 2nd Party RESIDENTIAL PLAN REVIEW Client: City of Tucson Reviewer: Jake Hesselgesser Project: Leon Residence Permit #: T06CM00213 Date: January 26, 2006 Brown & Associates #: 85701-6204 _______________________________________________________________ 2003 International Residential Code and Outdoor Lighting Code. Residence Area: 901 S.F. Number of Floor Levels: 1 Garage Area: n/a S.F. Number of Elevation Options: none Porch/Deck Area: n/a S.F. Building Wall Construction: Wood Basement Level Area: n/a S.F. Building Grade Floor Construction: S.O.G. Guest House Area: n/a S.F. Building Roof Construction: Wood Trusses Guest House Construction: n/a Elevated Floor Construction: n/a NOTE: THE FOLLOWING ITEMS NEED TO BE CORRECTED PRIOR TO RESUBMITTING YOUR PLANS FOR APPROVAL. RETURN ALL SUBMITTAL PLANS AND DOCUMENTS WITH YOUR REVISED SUBMITTAL PLANS AND DOCUMENTS. . Revise Plans for Compliance IRC Section R105.3.1 GENERAL REQUIREMENTS: 1. Identify existing ground elevations/contours on the site plan and indicate the direction and slope of required drainage away from the building foundations. R102.6, R401.3 (approximate existing contours may be found on the Pima County website. www.dot.co.pima.az.us/gis/maps For your convenience a copy is attached. 1. A utility line is labeled as both water and sewer. Review and clarify. R106.2 2. Add a note on the cover site plan for to comply with the 2003 IRC as adopted by the City of Tucson. R106.1.1 ARCHITECTURAL PLAN COMMENTS Sheet 2 and 4 1. The required exit door shall be a side-hinged door not less than 3 feet in width and 6 feet 8 inches in height. Revise plans as necessary. R311.4.2 2. Show by dimensions that each water closet and other plumbing fixture is located and has surrounding clear space that is not less than shown in IRC Figure R307.2. 3. An attic access opening is identified in the notes but the location is not shown on the plan. If attic storage is contemplated then the attic live load on the bottom chord of the trusses shall be noted to be 40 psf. Review and clarify design. IRC Sections R301.5, R807.1 4. Provide attic ventilation calculations for all concealed attic spaces; include required and provided net free ventilation area. Indicate the size, type, wire mesh and location of attic ventilation. Provide the following note, if applicable: "Where eave or cornice vents are installed insulation shall not block the free flow of air. A minimum of 1 inch space shall be provided between the insulation and roof sheathing at the location of the vent”. IRC Section R806. 5. Cross reference and key all notes found on Sheet 2 of the plans. R106.1.1. ARCHITECTURAL BUILDING CROSS SECTION COMMENTS: Sheet 4 1. Depict all materials used for construction of the roof including but not limited to substrates, underlayment, roof insulation and roof finish. R904, R905.2.7. MODEL ENERGY CODE COMMENTS 1. Provide on the architectural drawings a calculation to determine the percentage of glazing in the gross area of the exterior walls. Calculations shall verify compliance with Chapter 11 of the IRC. When the glazing area of a detached dwelling exceeds 15-percent of the gross area of the exterior walls the provisions of the 2003 IECC shall be used. IRC Section N1101.2.1, N1102.1 . 2. Identify on the mechanical drawing the required insulation R-value for all HVAC ducts. IRC Section N1103.3 3. Identify on the mechanical drawing the required HVAC equipment efficiency performance rating. IRC Section N1103.1 4. Identify on the mechanical drawing the required insulation for mechanical systems piping. IRC Section N1103.5 5. Identify on the mechanical drawing the required HVAC system controls. IRC Section N1103.2 6. Identify on the water heater detail, the required water heater efficiency performance rating. IRC Section N1104.1 7. Identify on the window and door details/schedules the proposed U-values and solar heat gain coefficients. IRC Section N1102.1, N1102.1.3 8. All building joints, seams, penetrations and other sources of air leakage through the building thermal envelope shall be noted to be caulked, weather-stripped, wrapped or otherwise sealed to limit uncontrolled air movement. N1102.1.10 9. Recessed lighting fixtures type and rated installation requirements shall be noted on the drawing. Coordinate this with fire-resistive requirements. N1102.1.11 STRUCTURAL FOUNDATION PLAN COMMENTS: Sheet 3 1. Provide note: Footings shall be founded on undisturbed natural soil or approved fill. IRC Section R403.1.1 2. City of Tucson IBC Amendment Section 1805.2 Depth of Footings – The amendment changed the first sentence to read as follows: “The minimum depth of footings below the undisturbed ground surface shall be 12-inches for 1000 psf allowable foundation pressure and minimum 18-inches for values of Table 1804.2” Footing width for 1000 psf shall be increased proportionally. 3. Foundation plates and sills shall be bolted to the foundation with minimum 1/2 inch bolts at 6 feet or less on center and embedded a minimum 7 inches into the foundation. Note requirements for number of bolts per sill piece and spacing from the ends of end sill piece. Each anchor bolt shall be specified to have a nut and washer. R403.1.6. 4. Structural concrete shall be noted to be consolidated and moist cured in accordance with ACI-318. R402.2 STRUCTURAL FRAMING PLAN COMMENTS: Sheet 4 1. Specify the method of bracing, materials to be used and location and detailing of braced panels. A sealed lateral analysis, prepared by an Arizona Registrant, when the bracing does not comply with the conventional prescriptive provisions. R301.1.3, R602.10.10 2. Specify design wind and seismic criteria and required floor live load, roof live load, attic live load and dead loads used for selection of joists, beams and girders. Also identify on the drawing the requirements for building materials (i.e.: grade and species of lumber, concrete strength, etc.) IRC Section R301. 3. City of Tucson Amendment to Table R301.5 requires 40 psf for floor live load and 40 psf for storage or habitable attic floor. For non storage attics the bottom chord of attic trusses shall be designed for not less than 10 p.s.f. non-current live load. Provide truss design with your resubmittal or note on the drawing that roof trusses are intended as a deferred design submittal. IBC 106.3.3 MECHANICAL PLAN COMMENTS: Sheet 5 1. Provide a notation on the mechanical drawing that: All ducts shall be sealed substantiately airtight by means of approved and listed tapes (UL 181A, UL-181B) , mastics, gaskets or other approved closure systems. IRC Section M1601.3.1 2. Locate, size and specify requirements for HVAC equipment. IRC Section M1401. Show that HVAC ducts meet the minimum material requirements for supply and return air ducts. M1601, M1602. 3. Indicate access clearances and working space around HVAC equipment. IRC Section M1305. 4. Provide combustion air for all liquid and solid fuel-burning appliances including size, type, and location of openings. Refer to furnace. IRC Chapter 1701. 5. The clothes dryer exhaust duct shall be at least the diameter of the appliance outlet and shall terminate on the outside of the building. It shall not exceed 25 feet in length with reductions for bends. The duct shall terminate not less than 3 feet from a property line. IRC Sections M1501 & R302.2. 6. Clearly locate on the plans where the furnace and HVAC condenser are located. When the heating or air conditioning equipment is located in or on the attic, the location, installed weight and requirements for access, catwalk, and working platform shall be shown on the roof plan. Identify and depict the provisions for the routing of primary secondary condensate drain. IRC Section M1305.1.3. PLUMBING PLAN COMMENTS 1. Note that drainage piping serving fixtures which have flood level rims located below the elevation of the next upstream manhole cover of the public sewer shall be protected from backflow of sewage by a backwater valve. R106.1.1, P3008 2. Provide table of fixture unit counts for sanitary waste piping. P3005.4 3. Identify the developed length, pipe size for water supply line, size and location of water meter and available public water pressure. P2903.7 4. Revise total BTU demand for gas appliances to be consistent with the fixtures and individual demands shown. G2413 ELECTRICAL PLAN COMMENTS: 1. Provide bonding to the interior water piping and above ground portion of gas piping systems. IRC Section E3509. 2. Provide at least one weatherproof receptacle outlet, not more than 6 feet 6 inches above grade and GFCI protected, at the front and back of each dwelling and within garages and basements. IRC Sections E3801.7, E3801.9, E3802. 3. Provide a convenience receptacle outlet for the servicing of appliances (HVAC) within 25 feet of the appliance. IRC Section 3801.11 OUTDOOR LIGHTING CODE: 1. Provide catalog cuts of all outdoor lighting fixtures identifying fixture shielding or non shielding installation conditions and output lumens for each outdoor lighting fixture. 2. Provide on the drawing appropriate tabular calculations that identify Outdoor Lighting Code site designation, total site area, allowable lumens per Table 5.1, conditions for installation of outdoor lighting fixture type, total lumens allowed at the site, maximum unshielded lumens at the site, and the actual installed lumens at the site for each fixture type. (see illustration attached) Sincerely, BROWN & ASSOCIATES Michael J. Brown, C.B.O. President |
| 01/30/2006 | GERRY KOZIOL | WWM | REVIEW | Approved |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 02/02/2006 | SUE REEVES | OUT TO CUSTOMER | Completed |
| 02/02/2006 | SUE REEVES | REJECT SHELF | Completed |