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Permit Review Detail

Permit Number: T03BU01849
Parcel: 106121750

Review Status: Completed

Review Details: RESIDENTIAL BLDG/ZONING/ENGINE

Permit Number - T03BU01849
Review Name: RESIDENTIAL BLDG/ZONING/ENGINE
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
06/07/2004 Christy Foreman BUILDING-RESIDENTIAL REVIEW Denied PLAN REVIEW COMMENTS PROJECT #T03BU01849
6/8/04 1621 W. Windsor St.


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 ΒΌ 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
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. Dimension the wall thickness, footing width thickness and depth into undisturbed soil for each footing type and condition per IRC table R403.1.

3. Minimum footing width required for one story construction per table R403.1:
- 16" minimum for wood frame

4. Locate and detail all footings for the following:
- columns
FLOOR PLANS:

1. West side of deck must be a 1 hour fire wall from slab to bottom of floor deck. per IRC section R302.1.
2. Gate should be self-closing.
3. Opening in lattice greater than 1" shall be slatted.
4. Foot holds or hand holds shall be not less than 48" from the top of the enclosure or 48" from the finished grade.
5. Wrought iron or wood barriers or enclosures shall be constructed with at least 48 inches between the top surface of the horizontal members.
6. The barrier or enclosure shall be constructed so as not to provide opportunity for climbing on the side opposite the pool.
7. Barriers and enclosures shall be a minimum of 4 ft. in height above finished grade or other walking surface, measured on the side opposite of swimming pool.
STRUCTURAL PLANS:
1. Specify lumber grade and species.
2. Completely detail all connections and cross-reverence to the foundation and framing plans:
- Beam to post - detail / specify this attachment.
- Post to slab - BC40 is not appropriate connector for post to slab.

3. Note and detail tie straps, framing anchors and joist hangers by type, size and required attachment to framing members.
4. 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.
5. Show details for all bearing and critical non-bearing conditions.
6. Provide stairway connection details and stringer sizes. Tread and riser dimensions per IRC section R314. Handrails per IRC section R315. Guardrail per IRC section R316.
7. 2x6 beam spans that exceeds 4'-6" appear to be undersized.
SECTIONS - DETAILS - MISC. NOTES:
1. On standard detail sheets, cross out all details that do not apply or are not being used.
2. Provide a building cross-section. More than one may be required to clearly illustrate how the structure is to be built.
3. Wood sill plates / posts shall be foundation grade redwood or pressure-treated wood per R323 & R324.
If you have any questions, please contact your assigned plans examiner Christy Foreman at 791-5550, extension 1113

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.

Final Status

Task End Date Reviewer's Name Type of Review Description
06/10/2004 EGRANT1 OUT TO CUSTOMER Completed
06/10/2004 ANGIE SHOFFSTALL REJECT SHELF Completed