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Permit Review Detail

Permit Number: T04CM00289
Parcel: 126070520

Address:
209 N ROJEN CT

Review Status: Completed

Review Details: RESIDENTIAL BLDG/WWM

Permit Number - T04CM00289
Review Name: RESIDENTIAL BLDG/WWM
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
02/12/2004 CHRISTY FOREMAN BUILDING-RESIDENTIAL REVIEW Denied PLAN REVIEW COMMENTS PROJECT #T04CM00289
01/28/2004 209 N. Rojen Ct.


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. 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 and 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 the soils reports recommendations.
2. footing. For stem-wall - one (1) #4 re-bar in the bottom of the footing and one (1) #4 re-bar in the top of the stem. For braced walls, per IRC section R602.10.6. For tem-wall with unbalanced fill - use table R404.1.1 (1-4).

1. All foundation hold-downs and anchor-bolt spacing for brace walls shall be specified and located.
FLOOR PLANS:
1. Provide all window sizes and types, and designate the operable portion of windows, as well as the location of tempered glass per R308.4. (window near double doors)

2. 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.
3. Note and specify that shower enclosures shall have a minimum finished interior area of 1,024 square inches and shall be capable of encompassing a minimum 30" circle per UPC SEC. 410.0. All glass enclosures shall be tempered.
4. Locate and identify brace wall types and locations along with the appropriate nailing schedule.
STRUCTURAL PLANS:
1. Show size, spacing and span of all framing members. (glue-lam beam)
2. Specify manufactured and series on glue-lams. (Glu-lam beam specified does not exist).
3. Detail gable end bracing connections.
4. Specify and detail all over-framing. If solid sheathing is used on the lower trusses, provide minimum openings of 22" by 30" for access and ventilation into over-framed areas (>30 S.F.). If solid sheathing is not used on lower trusses, provide details for bracing of top chord of lower trusses.
5. Completely detail all connections and cross-reverence to the foundation and framing plans:
- Beam to post
- Post to slab
- Straps - (rafters to beam)
- Hold-down locations and types
- Nailing
- Continuous load path for shear transfer (shear panels?)

6. Note and detail tie straps, framing anchors and joist hangers by type, size and required attachment to framing members. (A44 what is it?)
7. 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". (2'-8" alternative panels requires each panel end stud has a tie down device fastened to foundation, capable of providing an uplift capacity of at least 1800 lbs.)
8. 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.
ELEVATIONS:
1. Indicate all materials used; stucco, concrete block, glass block (specifications), roofing system (specifications).
2. Note and specify a complete roofing system: Roofing type, grade of materials and method of installation per R905.
3. Note and specify all roof slopes appropriate to material. (minimum allowable roof slope is ¼" per foot per R905)
4. Show calculation of attic ventilation area in compliance with R806.2. Note location of all vents needed to comply.
5. Note and dimension that the fireplace chimney must terminate a minimum of 2' above any point of roof within 10' measured horizontally and not less than 3' above the point where the chimney passes through the roof, per R1001.6.
6. Note glass in hazardous areas shall be safety glass per 308.4.
SECTIONS - DETAILS - MISC. NOTES:
1. Cross-sections shall be cross-referenced to the floor plan and framing plans.
PLUMBING PLANS:
1. Note and specify all piping materials.
2. 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.
3. Provide an isometric drawing of waste lines (not required for single family residence). Show the size of waste lines, vents and required clean-outs.
4. Gas: Provide the length of line to each appliance, BTU demand of each appliance, size of each branch, total demand, and total developed length from meter to the most remote appliance on the system per UPC 1217.2.
5. Water line: Provide the total fixture unit demand and maximum developed length.
6. Note on plan compliance with the water conservation requirements. Water closets, 1.6 gallons per flush, sinks and shower heads, 3 gallons per minute.
7. Drainage piping serving fixtures which have flood level rim located below the elevation of the next upstream manhole cover of the public sewer, shall be protected from back-flow of sewage by a backwater valve. Note and specify on plan the location and type.
8. Provide pressure and temperature relief valve at water heater. T&P line must terminate at the exterior between 6 and 24 inches above grade and must terminate facing down.
9. 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.
10. The City of Tucson has adopted the 1994 Uniform Plumbing Code with state amendments (ARIZONA STATE PLUMBING CODE). All plans must reference this code.
MECHANICAL PLANS:
1. Note on plans: Mechanical shall comply with 2000 IRC chapters 18- 24.
2. Gas appliances shall comply with ARIZONA STATE PLUMBING CODE combustion air requirements. Detail how you will comply.
3. 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. Note on plan that all electrical work shall comply with 2000 IRC chapters 33 - 42.
2. Indicate the location of all air conditioning and heating units, air handlers, compressors, and disconnects.
3. Where ceiling fans are shown on the plans, provide a note indicating only approved outlet boxes shall be used, per E4001.6.
4. Electrical load calculations are required when more than 4 circuits are added.
5. Submit panel schedule showing circuit ampacity, wire size, panel size and circuit numbers.
MODEL ENERGY CODE:
NOTE: If addition is < 20% of total square footage of dwelling, you are not required to meet MEC requirements.
1. Provide energy calculations per the 1998 IECC, and comply with IRC chapter 11.
2. Call out on the plan the "R" values of insulation, as well as the "U" values of the windows and doors in compliance with the energy calculations provided.
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.
02/27/2004 GERRY KOZIOL WWM REVIEW Denied Needs 8th floor wastewater review and credit evaluation for removel of toilet and lav in rear utility room.

Final Status

Task End Date Reviewer's Name Type of Review Description
03/01/2004 EGRANT1 OUT TO CUSTOMER Completed
02/27/2004 ANGIE SHOFFSTALL REJECT SHELF Completed